HomeMy WebLinkAbout068-120-058,i^ ��
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Steve Benyman
t
E/S Glenn Dr.,
app.200'N.of
Meadowview
,
Dr Oroville
ermit #6307-?3B.,P,E,M(new,single-
..Y
.�,'.IT
family)
6 .. �' �►77
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E�Ep, �-A- 11
♦OTtl� BUTTE COUNTY
o \\\\ %oo DEPARTMENT OF DEVELOPMENT SERVICES
o % o BUILDING PERMIT APPLICATION*
o =�- - oPhone: (530) 538-7601 Fax (530) 538-2140
cOUN�y Website: wvwv.buttecounty.net/dds
Payment of Fees Required at Time of Application
PLEASE PRINT CLEARLY
` PROPERTY OWNER INFORMATION '
Last Name
First Name
~ R2 A6JItI
Oaou
Mailing Address
k
�/
City
State
Zip
C •�
Mailing Address
Fax
Phone
Fax
Cell
CA State License No.
Email
Cell
r -,i ...APPLICANT 7x � ..
ARCHITECT/ENGINEER
CONTRACTOR
~ R2 A6JItI
Name
State
�/
Phone
�Pf aQ
i �.t `� 6 w T/! G
C •�
Mailing Address
Fax
Email
Cell
CA State License No.
_
City
State
Zip
40v A.
z1#114'
1 95
Phone
Fax
- a57
9
Email
Cell
License No.
Class
3
r -,i ...APPLICANT 7x � ..
ARCHITECT/ENGINEER
Name
~ R2 A6JItI
Mailing Address
State
City//%%
ex, c- G
Phone
State
Zip
Phone
692
760
Fax
Email
Cell
CA State License No.
_
r -,i ...APPLICANT 7x � ..
Last Name cid1 ^�^ lz
l
F7 ame
Mailing Address
City
State
Zip
Phone
Fax
Email
Cell
;- AP.PL_ IC T SIGNATURE AND DATE,.
_ Date:
Print Name: s
*When filed, tois app cation and all supporting material becomes subject to the California Public Records Act.
public inspection and will be posted on theCounty's w erelectrorricacces.
PERMIT NO
U o
BIN NO:
s PROJECT LOCATION
APN
Property Address
City Location must not be in the city limits of Chico, Gridley, Oroville or
Paradise, click below for parcel information
hftp://sk.chicomapWorks.com/
WORKER'S COMPENSATION'
Policy Number
Carrier
If hiring other than a licensed contractor, a certificate of worker's
compensation must be shown at the time of permit issuance
- "�1,- - BLENDING AGENCY .' m -' - rm `=,
Name oacA) Y
Mailing Address
City
State
Zip
- :ef` "_ DESCRIPTION OR SCOPE OF WORK - -
Mobile Home permits (other than installation, foundation, utilities & non-attached
structures) are issued by the State. Tell staff if this permit is for a Mobile Home. Click
below to see Manufactured Home Alterations and Permit Guidelines at:
http://www.hcd.ca.gov/codes/mhp/HCD Phone: (916) 255-2501
1-14n K
Cz 1
JOB,VALUATION (Enter va_ lde of labor �nclud�ng
non-contramaterials charge), a s"
$
Square Feet Detail-'
Living Area:
Garage:
Open Area:
Covered Area:
❑ Structure Built without permits
TOTAL SQ:
❑ Proposed Change of Occupancy/Use - Note previous/current use below:
All public information related to this application is subject to
K:/Forms/Building Forms/Building Permit Application 1109
D
G_
DQ
'64
.FOR OFFICE USE ONLY_ -.77
Zoning:
Flood Zone:
SRA: ❑ YES
❑ NO NPDES LJ YES LJ NO
Code Enf: LJ YES
LJ NO Legal Lot: LJ YES NO
Occupancy
Type Construction
Permit Tech:
Date:
All public information related to this application is subject to
K:/Forms/Building Forms/Building Permit Application 1109
D
G_
DQ
'64
Butte County Department of Public Works
J. MICHAEL CRUMP, DIRECTOR
LAND DEVELOPMENT DIVISION
Storm Water Managment Program
7 County Center Drive
Oroville, CA 95965
(530) 538-7266 Telephone
(530) 538-7171 Fax
O��
C
O
0.
0
0
0
National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm
Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment
[LESS THAN 1 ACRE 1.
Reference Number:
B11-0556
Date:
05/05/2011
Location:
325 GLEN DR
By:
KEJ
Parcel Number:
068-120-058
Sub Type:
RETAINING WALL
Owner Name:
BRANDT, CLARENCE & BARBARA F
Phone:
(530) 533-3493
Description:
RETAINING WALL FOR B10-1961 (40 FT)
By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more
of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California
Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but
when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm
Water Permit from the state of California Regional Water Quality Board.
I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water
Permit from the State of California Regional Water Quality Control Board'for this project that disturbes one acre or
more of land may result in revocation of grading and/or other permits or other santions provided by law.
Signed:
Title: 13 a.f tom.
FILE
Date: 05/05/2011
Butte County Department of Development Services
TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR
7 County Center Drive
Oroville, CA 95965
(530) 538-7601 Telephone
(530) 538-2140 Fax
www.buttecounty.net/dds
NOTICE TO BUILDERS"
Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In
addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental
Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to
expedite your permit:
0 Make sure your application is complete.
0 Be responsive to requests from County departments for any additional materials or requirements.
The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes
without a complete application adds to processing time.
Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not
started or completed within one year from the date of issuance of such permit (per Butte County Code Chapter 26,
Article 1, Section 263.1). A permit may be renewed (for a fee) prior to expiration a maximum of two (2) times, provided
construction progress has been documented by the Building Division during each year during scheduled inspections. No
changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after
expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required.
Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, itis
illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection.
EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY"
Application for which a permit has not been issued will expire one year after date of application.
Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if
the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for
Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn
before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to
process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the
permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund
amount) to determine no work was done.
Fee/refund information can be read on-line at hU://muniCipalcodes.lexisnexis.com/codes/butteco/
"When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information
related to this application is subject to public inspection and will be posted on the County's website for electronic access.
Reference Number: B11-0556 Date: 05/05/2011
Location: 325 GLEN DR
Parcel Number: 068-120-058
Owner Name: BRANDT, CLARENCE & BARBARA F Phone: (530) 533-3493
Description: RETAINING WALL FOR B10-1961 (40 FT)
Signature of Applicant: Date: 05/05/2011
FILE
RAT
3
rarr'it;eside�nc"te = Be' `er Birldets
,�1�;r: �{�� Jwall�at;d�"yewa_
Description; ERaz,Jand,
,0
....
Generol.:#a;
51412011
Wall construction, LM - n____
Configuration; C nblevered
JIB �I
Lateral load type; Soil pressure • EFR method
Backfill sfope; No slope _T •
-
Allowable.degign.stresses;
Soil,
Class-of:materials CBC);
User defined •
Userdefined-values;:
Allowable bearing pressure;
2,000 ksf2
0,00>•• y,
ksf' .
Allowable passive;
0,350 ksf/ft depth
}035
ksf
Codkienttoffriction;
0,350
Lateralslidin :resistance;
0.000 ksf
,„
ksf:::
. Soil weight;
, x0110`
kef
Beann ca ac'. 9 .P �Y increase allowed for seismiclwind
.. �.Applied?
No
• Concrete,
Masonry;
fcs0 ksi
fm E500 ksi
#4 barsandsinaller;
#4 bars and smaller;
FY
400 = ksi
Fy 40.00 ksi FS
20:00 ksi .
#5 bars andIar
er,
#5 bars and larger;
Fy.0'iip§i
ksi
FY 60.00` ksi FS
24;00 ksi:,
Is: .
100�
Es 29006000 psi'
'm: I.S 824
E, 142500,0
_.
Flexural
n
.
Q8` ;;
Shear
Unit'weight 'A35a kcf
Urnt weigh
a
kcf
4r:e
X00 ;
Seismic.
• .;� ..::
00Q��,�
Sox;. '-0��...6r
p1' :0.850:
E,
0 3 . '';Compression
controlled
strain limit Grade 40 reinforcing ACI 10:3.3
cs 0 b0"2 .Compression controlled
strain limit - Grade 60 reinforcing. ACI 10.3.3
10,108 ;,;Bram
Backfill:,,..
--Better B.uilders•-:Retaining wal6:at;driveway- 2ft
Tatfe3=1`Desian-L-ateral Soil Load
Backfill material;
USCS
Classification
Lateral pressures, (kcf);
Active pressure; At -rest pressure;
Welt -graded, clean gravels; gravel sand mixes
GW
0.035
0.060
Poorf graded'clean gravels; gravel sand mixes
GP
0.035
0.060
Silty gravels, poorly graded gravel -sand mixes
GM
0.035
0.060
Gla',e ;f ravels;, .00rl graded gravel -and -clay mixes
GC
0.045
0.060
Well, railed;:cIean.sand.s,.gravell.ysand mixes
SW
0.035
0.060
Poor1 :g ailed clean sands; sand=gravel mixes
SP
0.035
0.060
Sil sands, ,oqd :graded sand;sitt mixes
SM
0.045
0;060
Sano- siltbla mix-witfi plastic fines
SM=SC
0.085
0.100
Cla a sands,::oorl . graded:sand=clay mixes
SC
0.085
0,100
Inorganic silts an'd.'cla a silts
ML
0.085
Oil 00
Mixt ure ;of inorganic silt and clay
ML-C.L
0.085
0:100.
Inorganc,cla s of low ti medium:plasticity
CL
0.1 OQ
0100...
Userdefned,
User0
10108 -,Brandt resi$ rice - Befter>Build.ers=- Retain ng:wall.at driveway - 2ft
3 Wap, data; Note: When d.esighing;restealned retaining walls use only one. segment
., Depth of Boll backfill, 2000 feet U?er:;defined;fhickness 0000 Inches
Height of lateral. suppor. *-W-'restcained wall 2 OQ,0 feet
,Q.lear dlmenston to: face of'concrete for calculatln�maxlmam'd' elr
-- -,-
Concrete.;;exposed;to earth or'weather - No;.5 bar WR or D31 wire and smaller 1:50 If1G11eS:
10108:Brandt residence • Better..B.uil.`.ders, Retaining:wall
a"t.driveway •'2Tt . .
:9EFP S:ummary;
51412011.
' Equivalent fluid pressure;
-
USC:S
Baekfll..classlfication; weo--graded; elea,n gravels;
__
:gravel- sand mixes GW
3
EFR
' Loader g;; AdVesoil ptess.W;
D 035 kcf,.
Surch?rgp.fiomsloping:backfill;
MOOD kcf
EFP.
Loading; At�restsol:pressure;
6:060: kcf
Surchargefromslopmg:baekfll;
.0,000 ikcf.
Retaining,:.wall:.atdr"lv.eway - 2ft
and At rest;
-Wall Wft, ... . ............ . ......
DL
LL�
L
Irw
.-S.yMm.0
.:. f.
ry.Ik -.Iateral:saii.:pressureac*.tii7g onwalk
CaniNO'
Restrained;
Ctop o lli:
0'000 1 0 000
kips/ft
-Atbottom -awall i0
070
0120:
kipslft
-w latdiral:a -bottom, bf:footing;
0AM.'kips/ft
'.,.,E . P -40(i. tbd wall"
antileve s..dhedked V i,e5trgiht;
kof.
l
w1b"[btjp,prpf^,w lP-. :(Restrained:: .1:
0:0,,00,
-kipsiff
w late al: at bottorii.of wall.- (Restrained. -wall);.
0.7120
-kips/ft
.A..... ......... ........... . �dapr..N* �tqO#,sN p- bf'wafi,;
Desch Gon,P�igOt
LfTi
�2000
Urirform:lateraf foals to. wall, Wind;or sdismic;
Description 1:
......... Ir V,
... . ....... . ......
Uniform surcharge l.atoR 6a6kfill; ksf.-
As'
:1500-s00.s, .:. Uation;
R(P 4
A"q**Way, Distance. q . K640hf of
PN00 iri tion; to wall - (M applied"Ibai
..Posc P.-
0:0:55; kips at HO A
feet
Distance Height of
. to,wal((M, —.4ppli
! 4: ad]
I Mtl E feet- Iftne
0:000
A
'at AW H 0-
1P$ kqt
1048{w Brandresidence -.13efter"Builders -.Retaining-wall:at driveway - 2ft
Masb*'stem - ASD;
Load combination; **-D+H+F+L+T ASCE 2..4.1(2)
S+pgment;.
Ht+(ft)
Ht..(ft)
r
Raxial
Segment wd,
A
4.000
to 2.000
2,20'
-0.172
0.172
I
UK
to 0.0.00
120
0.000
0.000
f.QtW003*
0.000
to 0.000
120
-0.000
0.000
krjeK_"f+
inches o/c
_Fbo
0.506 506
K
_0,500
a32 inches o/c
U00.
2M M v
f -A
. bdjk A A., j d bjd
Se, gment'l;
Restrained;
Cantilevered . wall;
inches o/c
Restrained'wall;:
K
WkFjksi)
a32 inches o/c
K
h! r
..
Requited;
:21!81+
0.366
Vert;:: A:ijmIh. .--'0'M07 -bt.=
X90
0.313:
in'/ft
.11;81:
111:.311:
0.366.
-0.366
f.QtW003*
1040
10'.90
0 37
s "'V"(;I'pj% .:in
0.112 t"'11+2.5 3.8113. 0'.002 0.057 3.38
0.0,00 0.000. 1.*813- 0.002 0.000 0.00 0.000
A
Verticai'reiiiforcing; r5 bars at
inches o/c
0.116
in'/ft
Horizontal: reinforcing-, at
a32 inches o/c
0.11fi
Oft
Minimurn temperature and sPtinkage reinforcing,-
Requited;
Provided;
Vert;:: A:ijmIh. .--'0'M07 -bt.=
.6.064 in:/.ft:
0A16
in'/ft
0 riz....A,:min.:- 0.0007-bt=
.0.664 int/ft
0.116
in/ft
Cbibbioed.'h,orizonta,l:.and:vertica I I = 0.002-bt=
0A63 ink/ft ,
0-.233
in?/ft
'U4ity:0"h*e"p'*k
J '6ntilevered,;
0.0.020.057
+ 0.119 Oki
0,366 06500
Restrained; ti iked,, 0.002 0;000:
'
+ H05 Oki.
0373 0:500
shear at base of walk
:Fv 0.039 ksi allowable
.
J71
CPeck,dowefembeft6nt into,footing,* Dowel size: 95 bars
0 0 2 rp,, 4fy % d
Ian 00 inches ldh ACI 318=0512.5.2
RedUptioafactors: A0.31.8 -051:2.6.3a
01411 AC1*318-0512;5.3d
Idh 0.98 inches Oki
V(ktp Jft
tn?
aksp�i)
Vert A.,.mtn `' 0.0007:bt =
f�'(s
0 0000000.
3.813
0:000
0:000
0.00
.0:000, tY:000.
3;813,
0.000
0.000.
6:00. .
0 Verbcal:renforeing; i None -at 2 inclies;olc 0.000 in`/ft
Honzontal'reinforcing; None _ _ f at IR inches o/c 0:000 in`
/ft.
MinimGm femperature and.shrinkage. reinforcing;
Required;
Provided;
Vert A.,.mtn `' 0.0007:bt =
0:000 i0ft
0'000 in /ft
Honz As min -'.0 0007 bt =
0:000 in -lift
0.000 inzlft
Combined -horizontal. and vertical =:0.002 bt =
0:0.00in2lff
0:000 in2lft
Unity check : 'AC1530=05 (240);
Mrn );..
Canttlevered;. 0:000
U00
3 813:.
+ = 0:000 Oki
0:366-
0:500'
Restrained; 0:000
0:000
0373
+ 0.000 Oki
0:500:
Se ment-
Cantilevered
Restrained
N., Ps1f) 161-U rip
Mrn );..
{a, kS rte "MA ft - f��,.. i' s
0:000 .0:000 ''
3 813:.
in`ift
0:000 M
3,813
0.000 0.0.00
4 inches o/c
0:000
A. _
Verttcal_temforcing;
i None
at
C,.• inches ole
0:000
in`ift
Horizontat reinforcing;
NoneMY ^]
at
4 inches o/c
0:000
in`/ft.
Vert As' min ,'0 0007 bf =
0:000
in`Ift
0:000
in`Ift
Horiz; As min =..0`.0007.bt =
0:000
int/ft
0:000
0/ft
Corhbined horizontal and: vertical := 0.0:02. bt =
0000
int/ft0:000
in/ft
Unity check, :AC1530=05 (2=10);
Cantilevered; 0;000
0.000:
0166
+ = 0.000 ORt
0:500
Restrained; . 0:000.
0;000.
0' 373.
+ = 0:000 Okl
0:500
idence.- Better�BUildors.-Ritaining:.walf,tdrive 4 .' ft
A way: 2
-ASO iLoad .-combi combination; 'L** H-�F+L+T
po
'-o:' -50
ASCE 3:4.1(2)
'Input -toe i-Rength;
inches
O�Chtwklllbn WUKO
ToOehgth.Used;
5.19 inches
Design; Aiio bfe;,
:..Re.ljength:,
V( g-,wijdjh,.L;
�5.19 inches.
inches
01 afety.'j9ct6r;: 1.511 mt500Tota,
Soil pressure,: (Rs*O;- 1.1,15 1.0
0'7.50 .
0129.:.
t s;
Lihch6
V.60
.Sbil:.dOpth fbrpassjve Iatqr?l resistance;
inches
OMO:
Min Jootin*O-'d6ptfi for. dowel:eftedrnent
3.98: inches
Pv pros;WM
-a"heck
:4006,00-60 &estdrb;;:(N6tejh6f dead lo*ads-ard ted.
'd id �er.th# seledled4oadt6se).
W N
3( )
e
2 -Dl 2
MocksO' f0ty1o4r. againstovetturnihg;
.M...
Mt46.
.E;;
c'e qjp-qy
ie;.
0.401. feet
:e> Us ResultanElles outside:niddieithl
:bf-fdo ind;
Where
- r :M
occurs W0164hirO*,'Of footin
:W�.. 6W --'re..
P
Mam [m v.m A.Lo i 1 p. (. ossu r e;
MfnimuO;s.. pres. urq,
of footing whentalculating soifpressure?.
1.50 Okl.
feet
Where resultant I'[Woutside: middle third of-ledting;
Allowed;
1:.1-3'$ ksf, ZOM ksf
406 ksf 2,060 ksf
U; 010 .'feet
'-o:' -50
.7,
'0: 00'
Wd.
0:000:
0'7.50 .
0129.:.
QO'
V.60
0.000
OMO:
0.750.
0.000
0,0957
I 610` in tockfill Q:000:
1030,
OAK
'I.000
F
0 n g:
0.325
MIMI I
-'02-
WC
-, 0.410-
0:493INKT,
ON
3( )
e
2 -Dl 2
MocksO' f0ty1o4r. againstovetturnihg;
.M...
Mt46.
.E;;
c'e qjp-qy
ie;.
0.401. feet
:e> Us ResultanElles outside:niddieithl
:bf-fdo ind;
Where
- r :M
occurs W0164hirO*,'Of footin
:W�.. 6W --'re..
P
Mam [m v.m A.Lo i 1 p. (. ossu r e;
MfnimuO;s.. pres. urq,
of footing whentalculating soifpressure?.
1.50 Okl.
feet
Where resultant I'[Woutside: middle third of-ledting;
Allowed;
1:.1-3'$ ksf, ZOM ksf
406 ksf 2,060 ksf
U; 010 .'feet
Heel design; Ellgpor :hee:rehfb
e r.dnq
Vertical reinforcing ARM
32
inch6s:d/c
Heel:length,,....:.0A32
feet
Reinforcing
at
indhes:olb..
11,19=XaO inches.
Load factor;....
A.
646
0-
n
.M.
0.01,
k-kips
—
W
4:113,
ft-kips,
Y" HAI
0-256:
AiWft-
8J60-
:kips/ft
(C 'irc idte streogth 'only)
Toq:*ign,,
Toe,lerib'k..
..O432� .
feet
Reinforcing; 45 bars,
at
.32
incheso/C
d,
0.1.16
i0h
m T:..§,..I.,pT,qs§ure,-
1XIS
ksf
A560
.Rsf
L.04d. f6c(or:
0-141
'# kips
n:
4;11,'3
ft-kjps-
V.Toe
6;680
:kipsffi
8.460
-kipsh
rp
.... .. ....el ......
. . ..
Area._.!�UC12
OA32:
in
.....
[ESb:.-7�E
A.,
ono
Latera(sliding;.. - "
Rmnmwan (Maximum); 0
r; =000 kips/ft: _Min A-, 0:000 iri
' � 3 r ,
0 21x2 ki s/ft. fk'3 bars
r RbeeamweG (Maz(mum)' , g: p �.__ � at ; 4� � inches p'l'c fJIA.
i] Ignore lateral.3liding byinspeaion
Ignore passive resisgnce:from foofing
F�lctional iesisfaice: " .
Sliding resistance. Friction; 6:492 (0:350) = 0.172 kipslft
i Slidingresistance .by con tact area; 1:500 (0:000) = 0.000: kips/ft
rncnonal resistance fromslab.:at base of. wall;
Slab dimensions;,
Sbding;reslstanee;- Friction;
Sliding resistance - by. contactarea;
AddiUonalstructural:dead load:applied to surface of slab;
Llmted to Wog 0:50,.per CBC 1804.3;
i-f�<Tehona esi Fa�ee'�off flootrslab�� + '�`"' '`
Passive )aferalresstance;
Input depth df soil overburden over footing;
Passl�e reststance:ial top of:foofingi
Passive ceslstance at bottom of footing
Pass u rg`esliis ae ce� 9J r to a ni g wall o'oUn r, ,:
��dlUg��bo,ttngs�pro�vidmg�passlve; e�lstance ��:0'�
Keyway;
Stieae4ythickness;
d' .:
Calculafe passive�pressures:on:keyway
Passive resistance ;at.top of keyway;'
0:492. (0 500)...... 0 246 ... kl s/ft...
p
&s +' :=ray :
Thickness fn Width ft;,_ .
0.000 (0:350) 0.000: kipsift
0-.'000: (0':000) = 0t000 kips/ft
:ksf
0.000 (0;500)=
UN: , :klpsift;:. .
W. 000 .• Ss! }
De th .ft
X000 ksf/ft of.depth
0;000 ksf (0350)
d.380 ksf
��0175r kp ftp
�w,c?
k
X12 40 igs`�f�
�OdOg a inches
y12:_0,0, inches
inches
Equly depth (ft); Passive D Calculafe.equlvaleriCd@pth:of keyway:based on DL acting on foonrig;
2;980 1:04.3. ksf
;2:9.80. ._ 1,:043' :ksf,
foo in ,
°¢esrgn keyway..•
.;..
M�. 6.000 ft -kips �1 6;,0 Load factor
Reinforcing::in:key; ;#5 liars. at 32 inches o/c A; 0;11:6 inlft
�M�' ' 3067' ft -kips
Re¢,ac?dgwels:hbotings-founded on.mudflow:or lava cap,.
Allowableshearper'dowel;� rAOp kips/each
11se �b, tows #5 dowels -at( X24 w :inchmb/q,
kateral:cesistance rovidetl 0 000
i lwf@S s t Cs
cR.....� a e �sr in ..z�.,'��a :1•��3, •_ > '... �ff50i 0�1 ..G � '�
i
i
Descn,ption '; Brandtr�esidenceBetter B`uUdeF$� Job;
X1,0,:108
Retalri:ing Grail at drlvewaY 49 ,. s f ; ry
_ _..a , .
Gb,*M0,91 data;
514/2091
Wallsgnstruciion; Masonry
-
- Configurati 1, Canbleyered ;
Lateral load type; Soil.,pressure • EFP `method
Backfll:: op; -
e;.o
0
Class of:matedals CBC ; i User defined
( )
USer,defined values;; . . -
Allowable bearing pressure; 2:000 ksf
Allowable passive; 0:350 ksf/ft depth4,0
350`x''
ksf
_ Coe fcient of;f[iction; 0:350
r 0 350= '
-dteraG:slidin9,resistance; 0.000 ksf
:
Soil weight,
01'10vi�
kcf
Beanng capacty.inc�ease allowed:for seismic/wind,`33.'�
.
Applied? No ► •
Concrete, Masonry;
_
t 'ksi T. �1500� �� Rsi
4. bars;and smaller #4 bars :and smaller,
Fy 40 00 , ksi. FY. .40:00 ksi FS;
.20:00 ksi:
#5 bars and large; #5 bar,'
saand larger;
Fy
fi0 00 ?
ksi Fy; 60.00. ksi `Fs
24.00: ksi
Es29Q00000
'psi Es; 29000000 psi
m
18 824:_ Em. 1125,000'
Flexural n 25.78
Ok 7,
Shear Unit weight s"r_ kcf
Urntwelght
00,Y
`kcf
Seismic-,
=0`
SDS;
3fi .0-40:1
0
;Compression controlled strain limit -Grade 4.0 reinforcing ACI 1013
.: 4 002 ?; ComOression controlledatrain lirnit:> Grade 6i) relnfot81
cing AC1:10.'
10108 Brandt residence-.B6tter..Builders - Retalriing walkat•driveway.- 4ft
Backfill material;
USCS
Classification
Lateral pressures, (kco;
Active pressure; At -rest pressure;
Well raded, clean gravels; gravel sand mixes
GW
0.035
0.060
Poorly gradedclean gravels; gravel sand mixes
GP
0.035
0.060
Silt ravels, poorlygraded gravel -sand mixes
GM
0.035
0.060
Cla" a gravels;.: oorly.graded gravel -and -clay mixes
GC
0.04,5
0:060
Well;' raded, clean sands; gravelly.sand mixes
SW
0.035
0.060
Poorl`. raded,elean sands; sand=gravel mixes
SP
0.035
0:060
Silt sands,. oorl raded. sand -silt mixes
SM
0.045
0.060
Sand silt cla mix with,plastic:fines
SM -SC
0.085
0.1:00
Cloy a sands,; oori, ;graded<sand=clay.mixes
SC
0.085
0.1. 00
Inorgatii'c silts and.clayeysilts
ML
0:085
. 01D0 . .
Mixture oi' inor anic.silt and ela .
ML -CL
0.085
-0:100
Inor ani cta s.of low to;medium _lasticit Y_
„ CIL
0100
0';100 .
Userdefined,
User
°�00650100zi
m'=.8.. Mr_'135ilders --Retaining waltat,d�iv.ewaq 4ft
Note.:: When:designing. restrained! retaining::walls:=.use,only :one;seg.ment.
:Depth of sotl backfill :0000� feet: User::defined:thickness; 0�0�00 inches
Height of lateral suppprF forrestrained:-wall- A0� , feet.
Segment
Ht -(f#)
Ht;(ft)
No. of Steel` .,:Concrete:
curtains; placement Actual t (in):
Masonry
d (in) Actual,k_(m) :
.. d:(in), .
_ : IJSe
1: :.. :0:00.0 to .. 2?0:00
entered. ^._77
�a1 _ 8 0'002 .....4:0007ti25 3.:813 _..._, a ont�,:.�
togQ
Re U00 3.000. 7 625
3'. Oi000.fo.... WOUOU
` 1 Centered t80;00v, _..4.000 . __ 76
e4er.Bu.ilder-s-r Retainin,g,�wall:..at...d.riveway,.- 4.ft
USCS
J�M7gmdbd, cleafj gra I:sand-nilx6s.
EPP
Loading; ActiV.0 sdilpr-essufe..
U35: kcf
S..Ufc. efirqmMopin .!backfill'
9 0:. kcf
E.FP*
Atarost,spil.,pressure; 0:060: 'kef
Surcharge from tipping- bac-HW
-f
0.000 kc
P
07` —
2�r R(R+zj)
Poissgn's;ratio; . Oa 00
G6r89e1ddvevypy,- OiStahceH eight:of
bescrioti6n; -to w'all(ft):
P4. .:applied load
0:105 kips at 0:60 H 2:40 feet
Vdad atop backfill;. Distance Height of
M IP 00 feet
None
_
2 jar. 0.000 kips it 0.60 H = 0.00 feet
-
4
10.n,144E Braindtiresiclence - Betta"Builders - RefainingWall -at.dr:iv.eWAy ft
Loading;
51,4120
--- -------- _, . .....
Wall,.Ioading; EFP -Active and At -rest;
.DL
1_11, LLr SLI
A�dallbjding(kipslft) . 0 Crol, 0
11XV800 0 1 q 9000 ON TOO—NO
$uMmary-pf!ateral,so i1pressure.actin on wall;
Cantil6vere Restrained;
W61:
Jaier6d.: .:'tOP-'Of: Wall"
0-060,. :0400...
Ikips/ft
:W:jt,,j:aVbottom of wall;
0.
-1.40
kips/f
w Alt,bottom of footing;
0.115 6100
kips/ft
'Min..:.EFP:fbr cantilevered walls:
alls: checked for restraint;
0.060 kcf
w1ate(OlaUtop.,of wall; (Restrained -wall);
0.000 kips/ft
wla.ter?l at -bottom of wall; (Restrained wall);
0.240 kipO
Additional qonpoptrafed.1oferal load'atipp of wall,.-,
Height(ft);
bes"C'6ption; kips/ft -E,] 4.000
Uniform 'l4t6ratIqads:to-vall;Wind -6r-seIsm,
Descri j
p.
kip$/NIA ....
'.........
,Surcharge: oads;.
FWtii ; urcharge;
...
Apply.:NgAw8ysUrchug6
Unifbrm-surcharge:btbp..backfill; ksf
P
07` —
2�r R(R+zj)
Poissgn's;ratio; . Oa 00
G6r89e1ddvevypy,- OiStahceH eight:of
bescrioti6n; -to w'all(ft):
P4. .:applied load
0:105 kips at 0:60 H 2:40 feet
Vdad atop backfill;. Distance Height of
M IP 00 feet
None
_
2 jar. 0.000 kips it 0.60 H = 0.00 feet
-
- � 10108 �:;Btan:dt:residence •Better:B.uilders •:Retaining wall at:d�ixeway.-oft
Masonry stem -:ASD;
i..........w....__....�.,,.,......._
Loadlcombination; I'•D+H+F+L+TASCE:2:4:1(2)
Segment,
Ht (ft):
Ht (ft)
r
'P:axial.
Segment wdi
' 1
0IM
to. 2.00'0
120,–
0.343-
0:172
2'
2.000;
to 4.000
2:20:
0:172
0:172
3'
0 000:
10 0.000
420:
0:00.0,
0:0.00
Segment, : Fo
_.
4500-
500`0.50.0
K
4 .500
Fa(ksi)
K
Cantilevered:wall;
_.
Reshainedwall; '
K
Or
Fa(ksi)
K
,,,h,lr Fa(ksr);
0.116
43:61`
0.339
x100Qt
�2'ro0
43 61.
.03391
0;0.
..21 81 a - 0.366<;.:
0116
ir.lf2 t
0:339_
0.064
ink/ft
M(ft�kipslt)t �1(kjA�s$ ! < d 'i� fa�kSl') fb(kssl `� k
-
0:626 .0:385 3.843 0004' 0.317. 18.86 0.009"
-0:090 0:000 3 t313 _ 0;004- 0 00:0- ::0 00 �, 0.000;. -
A,
Vertical;�einfoccing; 5--b ars i at
—
32 r:
inches o/c
0'.116
in`/ft:
Horizontal reinforcing; (#5 bars at
....
j 3Z, '
inches olc
0.116
..
in�lft
t Minimulpfem erature:andshrinka a reinforcin
Re wired;
Provided'
i' Vett rnm 00'007bt_=
0:064
in'!ft
0116
ir.lf2 t
' Horiz As;mm , 0:0007 bt =
0.064
ink/ft
0.116
in'/ft
f
Combined honzontat`and.vertical = 01002. bt =
0,1;83
Wift
0.233
;.
int/ft -
Unity check, ACI; 530=05 (2=10),
i
Cantilevere-tl . 0.00.4, +
0.317',
0,645
Okt
0: 339
0500-
Reslralned; 0;004.
i
0':010
Ok{
• : Allowable shearaf:base of>wafk-
�- _ - •>•
0:03,9 kSi allowable
I . Check dowel:embedmen! Into looting; Dowel size
#5..ars
Inh 10;00 inches
1A _
d,
T
AC1,318=0512:5.2
:Reduction factors: �0 700 4CI 3:18 05:12:5:3a
0:780: ACI 318; 0512.5.3d
rA 5;50 inches
Oki
Segment2:
(,) Ift)dxftnMfa(ksij
AMt
n(ft,k ps'Ift)f..P_� AMS.
Canti)evered,.
CanM6Vb:red.
0:089
0,1,75: 3'813
0:000
3 81:3;.
- Restrained;
too
0:000
0;000. -Z.',813.0:002
0000_
1 0
3813:
0:000
OOOI
VOft 1�reinforcing;SSS
bars at
32 inches;o/c
0:116
in"/ft
Horiontal<reinforcing;
(#s bars M at2,
:nehes.olc
0:116
in` /ft
Mi (A.: tem afurerandshnpkage:ceinforcing;
Required;
Provided;
inches.o/c
Vert "in -,0;"0007 bl =
in/ft
0;064 in /ft
0:11'6
in /ft
Hornz As mtn = 0.:0007 bt =
0:064 in2lft
0.116
i0ft
Combined hor#ntal and. vertical
= 0.002 bt:=
0:1.133 :in?(ft
0:233
in?Ift
Unity check, :ACJ 53 5(240);
Cantil@Yered; . 0;002
+ _ .0.095 Oki
0:339 6:500
Restrained,: 0:0.02+ 0:000 = 0:005 Oki -
0.366 6.500
Seprrient 3
0 0
n(ft,k ps'Ift)f..P_� AMS.
xd� X11 16 �I s�) 1110
CanM6Vb:red.
0:000
0:000
3 81:3;.
6.060
too
Restrained;
0000_
0:000
3813:
0:000
OOOI
AS.
VertiCAllreinfordng;
i None at
24 .
inches olc
0:000
in /ft
Horiiontal reinforcing;(None]
_ at
inches.o/c
0:000
in/ft
ffinrrrtUln )e pecafure;and shrinkage rein(occing;
Reg4ired
..
Provided;
Vert A min 00007 bt'`°
_ _..
0 000
in Ift
'
• Ift
• sa r - .. .0. 0 m .
Honz As min
'0:000 in2lft: 0:000 in?lft.
Combined.hgiizorital:and:vePtical =:0:002 bt = 0,000 in2lft 0000 in2lft
a
Retaining.'Wal . I I -at d . rl,'v,'dWay.-.4ft-
-o.Qtinq::008lqn,
. . . . .........
Mbi`hation; I -D-�Hi-F*-L-�.T'
.... ......... ..... . .................
-.; ........................... .............. ..... . .... ...... . ........... ...... . ..........
........ ........... ASC52,
.Input
.uil..
j riclIes,
2 tenter wall;owf6oting:
Toe length :used; :
-IIA9 inches
Design; Allowable;
Heel ..lehgth
11 19 inchesi
OT Safetyjj.dtor' 't,638 CHO,
6ti (00 e, gwidth, L;
inches-
soil: pressure�.(kso; 1.277 2.-000
r
W12,0002 I.inches
00Q0
Sotl-d p
inches
1 034....
effibeent;
pg:;ept.,.fdowd ft
Min: 100y,.,
8;50 inches,
0:000
that de
boy s WoSs..
Porme .selected load case):
MR m (Wi ISO)
00
Wei
.112
A.250
0 214:
6nf,2.
1.2.510
0:2.14:
JSe men il'
A".250.....
00Q0
0.411.6
1 034....
.. .... :0:8.3 4'
Soil -Mop backfill
0:000
.000,
FootiPg..
1153.
IT 0 I'D1782
M." —:Alvr L UL hll 211
2: L 3
Ch
R.DL.. 1;638` >
.0:648: feet
.e> t16 Resultpntales oufsde *d ItIMof footing;.
W-640-."' urs,wilt, in rniddW.-thifd' Offooting
6�qc
Mlhirnumisoil: pressure;
of f6otft-When qa[&W.hq.�soij Oe6siiie?: .
1.10 Oki
06417 'feet L-
Where.fesultagt.lie"s outside midtlleahird of to,
jp:
Al[dAllowed;1.277 ksf ZOO* W.
4.354 ksf 2,666 :W,
9
Footing: renforcement;
:Heel desrgir O Ignore heel reinforcing
Vedieal reinforcing spacin ;
32 . inches olc-
Heel fengifii 0:932
feet
Reinforcing #s barsV • atrt"�32
inches olc
d SAO �
---�
inches;
Load:f_actor, . A.
•0.116in ft
4 fN 0:306'
ff-kips
" E
M, 4.1131
ft -kips
v�,,� os6f
kipsfrt:
.8:160:
kips/ft
(ConcreteaGerigth only)
Toe:desigri;
Toe leng"tt 0 932
feet
Reinforcing; #.5 bats at
32 incties:.olc
d 8`000
inches
A,
0::14.6.'in/ft
Maz:soil:pressure 1.2177
ksf.
At face of`wall 0.611
ksf.
Load tactor,
k1 6.736 •ff-k'ips.
t Mn: 4.11:3:
fiC kips:
f VIII T60 1:4 i 7klpsifft.
' @ � 8x160
kipslft
(.Concretestfeingthoinly)
i
:Longi( ft of footing reinforcement;
A, min Area 0 002 = 0:720'
i�?
_
�^-3 41 #s bars .'-
in2
i
i
t
1
4
T
c
.3
WeraLsI.Oing;
Min. A, 0�000in-
imum)
kips/ft ria b�m T of Ni . ......
ignore laieral:sliding: by ihspecdon ❑ lqnorepassive resistance footing
fgchonal resistance;,
Sliding resistance: -.Friction;
1:153R50), '0: 4 QA
4
Shdtng Wistaffb6,,by: contact area;
1600 (0.06"O'y = A.000 k i wq-
Ltmted to �C.
DL, pei 5Cl8Q,4--"3;,
iMM *iOsift
1.153 (0.5 ..
t!FAq_-_fiQqnal,—reUq-,rcd Wtff,-� "'OAR gkir
-4: . ..... -!W"'MMAV WW
�lft
F40i4 01:tosiste korr:slab: tbase of Wall;
Thickness (in);. WON;_
Slab dimensions;
MAN MOM 0M,OOOxx
11 ta ridion-
OiOOO: (0.350) = O.00Q Rips/4,
Sliding contact area;
-Q,000 (0.000) 0� 00, kiglk
.by
4 U ied:suffaw*of:'tlab:
Additionaldturjl,,de�d:loafd:appl to
ORM ksf
M
Llmtedao DL .5Qj,per .CBC:18,04l;
.(P.560) P5 Ift!
ZN :IR fi -V, X.4
ft-, " Mg "AMM, I
K
De ih ft
rb
Inputdepth -.,o . fisoil ...ove' urdenwoverfoofing:,
ksf/ft of: depth
- sj6,'h6q akopoffoolliling,
6.*OQO: ksf
Passive resist2nce at bottom of footing, 01350 ksf
q.
s
'T veli Rip
' �Z r, 2,
Mra
'
Ad n
,
ey
S he
inches.
inches
.d;
inches
Calculate passive pressures. on keyway,-
EituvPassive El Calculate equivalent'depth,of,key.way:,)�a!*d on P�,.attimori.f Ong
li'"
Passwe resistance of top of Yl*
4.194 1.468 ksf
.P assjyglresistpce at bottom of keyway; 4.36i 1:526: ksf.
facer kE 0
M�
0:033 ft kips �I 60 :Load fact6r
j3onfo ` Akey; #5barsat
32' Jnches 61c
Mo
1.067 :ft -kips -
Rebar dotvelSln footings found..e.'d ommud!!bw or lava cap?
Allowabl6. s.h.ear-Derdow0:
F6r400, ti ldpskaich
rows.#.5.dbwels at inche �o/q.
d ,
6,7090: :ki'
PO
q
isl i d i
A g
'imy, pq
N A
F
Description,, j3. anile cee er Bu µ e s Job; '08
r
Ret`a'ii'ir wail;a drla6EtEALM
Gene.rai dafa,
5!412011_
Wall'construction;
COnflgUfatlo.(I; .. Cantilevered
Lateral toad type;. Soil pressure • EFP method
- ...............
�1
Backfil}slope;. • LNo slope _ Ir i
Allowa¢le design stresses;
777
Soll, ,
Class of matelaals {CBE); fi
User defined JV!j User defhned;;values,`.
Allowable bearing pressure; 2000, ksf
Allowable`passive; 0:350: ksf/ft:.deptfi ksf
Coefficient of friction; 0:350
Lateral Ading;resistance; 01,000 ksf Og00U ksf
-Boll weight;:. 0. kcf
Bearing -,c apacfy;Increaseallowed for seismic/wind; ,11.3U Applied? �No
Concrete, Masonry;
Fc'D ksi fm t'500' ksi
#4 bars and i smaller. #4 bars. and smaller.,
Fy 0r00 ksi FY 40:00 ksi f's 20.00 ksi
#5 bars and larger.;' #5 bars cand'.larger;
fr 60 OU ksi FY &0.00 'ksi fs. 24:00'
Es 90 00 psi ES 29000000 psi
of .
£c
E., 1125000
Flexural n 25 Zf.
Shear Unit weight kcf
kcf
Seismic;
SDSO
Compression :controlled strain limit. Grade :4.0 reinforcing ACI 10:353
Compression.controlled strain limit- Grade"60:reinforcing ACI 10.3;3.
• Better -Builders • Retaining:wall at driveway - 6ft
TaE iei 1:(lasinn=I:aferal :4nil .Lnad
Backfill material;
uses
Clas"sificatign::Active
LatmlOressures; kca
pressure;` At-rest.pressure;
Wetl,7g;raded.j clean gravels ,gravel sand" mixes _ `_
_ GW.
0.035
0.060
Poo,,rl „ radedclean'gravels;:;gravel `sand rnizes
GP'
0:035
0.060'
Sift;.,,:gravelsoorly,graded gravel -sand mixes
GM
0:035
.:0;060, ,
Claye ;gravels; poorl .graded;;gravel=and.clay,mixes
G.0
0:045'
6.0%
Well' raded :clean sands, gravelly: and .mixes
SW.
0:035
0 060 ....;:
Poorl N rade,oi- n;sands sand -gravel mixes
Sil sands; oorl .: raded,sand-silt mixes
SM
0:045.
OA60
Sand ;Silt c(a ,;mix wifh ' lasfic: f nes
WWI
0:085; .
; 0,100. .,...
Cla e' sands, ` oorly: graded sand
Inorganic sllts:and.cfa e ,silts.
ML
0:085,JOA00
.
Mixture 4f Inorganic silt and clay
ML=CL
0.085
0100
Inor alc=cla `s`,of low;to:medium olbstipity
CL
0:100
0.100;
User defihed :,:.
UserOU65041
d0
rive -way, -Vt:
6 000 feet -lisef:d6ned thi'c'kneW; 0'000 `� Triches
ti6n:t6jad6�61donyetej calculating
maximum d'; cir
or'webther:- No. 5 bar; W .1.50' ihdhes�-.
j--qhoo�- -3l.or D31.Wlr�,wd,��Il&
randt residence:• B:etfer: Builders • Retainingwall: at.d�iueway Eft
EFP S;urnmary;.
rquvaienr;Tiulgpressure;
USCS
Backfill classifi�atton; We]F ratletl clean ravels ravel sand mixes I�
9 e.....- 9 GW
EFP
Loading; ActivesoR pressure;
0i0.35. kcf
Surcharge from, slo: ping backfill;.
0:00.0 kcf
EF.F
:Loading; AVrest.soil pressure;0:66.0'
.
kcf
`Surchargefrom sloping:backfill;
0,000 kcf
42014.
P#16a'ding;: - t_EFP - Active and At -rest;-.
LL
Axial IVO
OW, W", I
Sum.mary,oflateral,soil pressure: actingon wall;
'Cantilevered,-.:Restra0ed,
w1at r0t: ,16P I f ;:b --wall;
-
O:QOOI MAO
I kips/ft
v "at,-:15.01torn:10f. wall;
011D
OJ60
kips/ft
wiatetm.pt,WtOm of footing;.
0245
0.420
kipslft
Min,.'. EFR.for cantilevered.walls checkedfor restraint;
0.060
kcf -
W. lateral i,
.....aUrtop - of wall;, (ResVained - wal 1);:-000:
0,.
kip.s/ft
w;aateralatb ftomof!.wall;, (Restrained wall);.
0.360:
kips/ft
Additional cogcentrated lateral load::at :wall,-.
f
Height(ft);
W Wind or seismic:
VehipleSordhargefor design;
Uniform gurchargeatop backfill; Q350 Uf
n:tinn' 6_9
• P.:3'rZz 1-2u
Boussirjesqequation;
Pofoonf.s.1,ratio ,
Garage/driveway;
Distance HeiglhCof
o6lied-load
10wall(ftl a
0.122. -kips at 0.60 H = 160;: feet -
to wall(ft) appi.liediload
'QLOQIB feet None •
:0.600, "kips at 0.60:H = :o:oo feet
1,0;lb8'.,':'Brandt residence - Befter;BUilders w Retaining'wall:at.dfiveway = Eft
Masonry stem _-ASD; _
:Loa. :q?m iho'fion;
1-1--D+ I + T
0.300
ASCE 2A.1(2)
Wk
F,,(ksi)
X
.0:000;..to.:
2:000.
2.20
-5
051
Ht (ft) r Pwa�jal
Segment;wd,
0Q.—
to. 6.000
:2 20:
0:343 ,
F,
b
0.300
-K
Wk
F,,(ksi)
X
.0:000;..to.:
2:000.
2.20
-5
051
:0.172
.31.71: -355
'.'"o. - -
0Q.—
to. 6.000
:2 20:
0:343 ,
0.343
.0.,000
to - 0.000 -T
.2:29
AMO
0.000
F,
b
0.300
-K
Wk
F,,(ksi)
X
V.-JVV
2M m v
A
bd Jk jd Ujd
14
Cahtilevered4all-
-�ResVained'wall, *."*-:.,,-,,.:,.,
-K
Wk
F,,(ksi)
X
:'Wft. F
UA2�
0.293
MO, IQ'
.31.71: -355
'.'"o. - -
,66.42:
010
32,71:;� 0.355
45.42
0.'293
R RVP;.
-417f:-k0.355-
Ro A,
I COPOOR, A-40.1 G-1;
1--70Q 0-75 '.390 9
'd
0000 'Okoo: .2.313- 0.006. .0.000.: t A.00" FN -g. 0001
A
at
in /ft
*Uoa!:.rb(nforcin F�Tba:inchbs oic 0.'-�33
.No . r 1*206tal, reinforcing; [#Ebars at i nches-o/c 0:116 in'/ft
'2:iu!UUUT.Dl =
U Ub4 1R. -Ill
,.=OiOOQ7. bt 0,0064 in,/ft,
4.
ftcintal'an6vertical = 0:002 bt 0.183- .16%
0,006 039,9
0`293 0 500
0�, ,lift. -1
.233 in.,.
0.11.6 inl/ft
0.349 lrM
0.709 ON
0.006, i'o
+ 0-.016 OW
0.365.
A039 ksi allbwabJe
r4)IoiNable shear of base of wall: '
Y m
ChebkAwel-mbeilm ent: into fbotihg; Dowel size: #5 bars 0 2�(pQ Af
10,00 inches
.4m db ACV31,&06.1Z5.2-
Reduction , 'Au 31.8-05-12,,,Ua IT
hdors:
6110' ACI 31&65:1-2:5.3d
%h 5.45 inches OkI
Segment-
Required;
I'M_ f170Rs%ftp k�R �i3� ��d ? �� f�(ks►
CanfifeXered;.
Vert P min 0;0007 bt =
0.56,9.
;0:402:: _ :. 3:81.3
.0.004 0
Restrained ;
0.06.4 in2lft
04000:
Oi000.: 3,813
0004 0
0.183 inF)ft
0:233
int/ft
As
Vertical,reinforcing;j_Ns
bars at
X32 r , inches o/c
0:116 in /ft
Honzorital reinforcing;
..... __............ -.... _
'' #s•bars { at32,'nches
olc
0:116 in`/ft
Mtnirrium temperature andshrinkage reinforcing;
Required;
Provided;
0:500;
Vert P min 0;0007 bt =
0:064 in /ft
0.19 6
in /ft
Honz PiSmm bt=
0.06.4 in2lft
0:416
inZlft
Combined hotlionfal and.vertical = 0.002 bt:=
0.183 inF)ft
0:233
int/ft
Caritileuered 0.:004
fe'
0:293
0:500;
Restrained 0004
0400
0';355
+ =
U00;
0:589 Okl
0.011 Okl
fe'
Cadttlevered
0:000
:0 000 3;813
0 000
0
Res4rained,
0:000
__.,.
0.000 3:8:13
0.000
0
As
Vertical reufforcing; i None �] at
i
';: 4 ,T mcties o1c
0:000
in /ft
Hori ontafreinforcing j None I_�] at
u ' ; 4. '- i nctfes olc
0:000
i0ft
Mmlinum tempgrature:and shrinkage<reinforcing;
Required; .
Provided;
Vert Amin,. 0 0007 bt<=
0.000 in /ft
0:000
in 1ft
} Honz As mm ::_. 0 0007 bt =
0.000 inzlft
0.000
in1lft
{ Combined hotizonta1:and vertical= 0':002 'bt =
0:000 Wift
0'.
i0ft
7lI
.179.3
0.01Q
10 108 Qrantlt res Wen ce • Better Builders - Retaining -WA atdiivewO - 611
Footiriq de§ian:
l 2
AS01oad combination; " DtH+F+L+T'
MAI Wk
ASCE 2;4.1.(2)
Input toe•'length;
i0 O,OWt inches
O Center wall on footing
Toe length used;
16.19 inches
Design;. Allowable;.
Heel length,
Total fooling width; L;
r -t 16.19 inches
i. inches
OTSafetyfactor; 1:639 1.560:
Soil pressure, (ksf); 4.556 2:000
Footing'tlepth;
; j 12;OQ ' inches
06572
Soil depth:for passivMateiral resistance;
.X12 00 ti inches
1' 61
Min footing depth;foc dowel embedment;
8.45 inches
0:890
OverlumiRg and,soilpressure;
2136.1
Scall slo'n .backfill
Contld�r d pth of footing;when calculating lateral: sliding/OT forces on wall i]Tgnore DL of rooting. when.cabilating soil pressure?
Check stabih and>soil: iessure Note that •dead loads are factored:er the selectetl load case)
%heck &afe[yfactor against overtuming;
NROLI oT 1..639 > 1;$0 Okl
ccenUicty;e;0:829` feet U6; 0:556: feet
> U6 Resultantaes outside>middleahirtl of. footing;
Where resultantpccurs within middle third;of:footingi Where, resultant.lies .oufside middle third of fooling;
6W,., e
lr c� J n (2L).
Allowed;
Nlaxlmum scall pressure; 1.556 ksf 2.000, ksf
ti�lmmum sol) pressure; 0:383 ksf 2;000 ksf .
MAI Wk
ft RIM
Wot
0 00..0
1.667.
0:000
Wu
S menf l ..
0:000
0.172
1.682
11.667�
0:00.0
0.286...._
S menh2s;
0.343.
1.667
06572
menf'3>
0:000
1' 61
9:000
Scall - =
0:890
2:659
2136.1
Scall slo'n .backfill
0.000:
2.566
0.000
Ke a
0:050'
-2.833
0.742.
Foohn ::... .
0.50.0..',.
1.667 _ , _
0;$33
NWMIMMW0
1'.955:M'rbb*,
'
44.10(f
%heck &afe[yfactor against overtuming;
NROLI oT 1..639 > 1;$0 Okl
ccenUicty;e;0:829` feet U6; 0:556: feet
> U6 Resultantaes outside>middleahirtl of. footing;
Where resultantpccurs within middle third;of:footingi Where, resultant.lies .oufside middle third of fooling;
6W,., e
lr c� J n (2L).
Allowed;
Nlaxlmum scall pressure; 1.556 ksf 2.000, ksf
ti�lmmum sol) pressure; 0:383 ksf 2;000 ksf .
0Ignore heel relnforcing:
• 1.349.. feet
' t Longdud#jW;footin reinforcement; 9':.
A, mm - :Area
.:O`.002:=. 0.360
in,
Venccal:(einforcing:s acing_ .
Relnforoing ..frsbaA 1 at
Load,lactor;, A.
(Concrete•strength only)
Reinforcing;, 456ars at
A.
Loadtactor,. ,
`WIN
'(Concrete sfrength.only)
inches
M ' "
0;961' ft=kips:
2:758.. Mips:
1.748 kips/ft
�V
8.160 .kips/ft
�Ioe�desig�; .
ToeJenOfh
1.3¢9 feet
d
�87a60` I inches
soihpT.90 rg;
1.566 ksf
Atdece of Wall ;::
0 721 ksf
1460: ft4 ps
8:084 ft:kips
j -
2.457 kipsi t
8.160. kips/ft
' t Longdud#jW;footin reinforcement; 9':.
A, mm - :Area
.:O`.002:=. 0.360
in,
Venccal:(einforcing:s acing_ .
Relnforoing ..frsbaA 1 at
Load,lactor;, A.
(Concrete•strength only)
Reinforcing;, 456ars at
A.
Loadtactor,. ,
`WIN
'(Concrete sfrength.only)
I FRIfi�4400�' k0�000,. J:
:Shdmg resistance Friction; 0000 (00350,):0:000. kips/fl
Sliding resistance by contact area'0 000 .(0,000) = 0;000: kips/ft.
"Adddionalst�uctural.dead load a tied to surface of lab;
ksf
Llmte2l t0 Wot' 0 5Q ;per CBC,1804 3 0 000
ASO) 0 000 kr sift
�Fncth`al(resrstffice#of�floorsbxa..x'.>"
Passwe la{erafresisfance De ih
Input dePttt ofsoil overbutderi,over footiri ;;
9 O o,0:tj ksf/ft of depth
Passive resistance at top of footin
9 0 000 ksf. (0 350)
Pas"sive reslstaripe at bottom oRfootin9
0.350. ksf
baa w, ,
7Pa s e s aGe Of re min aii"� Otln' syy �e , x �' •;'4
9aaK 9 , ba k vis J ; ' ? "` res u •< o ff 0'.1 `7s3 ate: krpslft'
dd alifoI n provldingf assjve resisCa^nee 7 y5� 0 T r9 �
. .h..+,t„• oP -:, .A .:as a .ifAR��r ����fr��; iFL ��
Keyway, C.
RM1,4 '0d- unties
Shear key hekness; �r 1r2?00� Indies'
d
�6�011 Inches
Calculate passive pressures on keyway; Equly depth (ft); Pas a. Cakulatb oDivalent'denttf or keyway.wsed on D4 actlnyon footing
Pass ve esistance at<lo ;of
keyway;
t r P5,332 1::866 ksf
,asswe resistance at bottom of Keyway; 5,665: 1.:983, ksf
A „
(2esis ante r Idec(rby3oo ngrkey 4 fs
v. kip
q
.2-r 3' ♦L �h. C,-•wH Aac . .� .,s:.e n. .,- L' Fi .. moi•. X > .i r k64 kip$li -
Desrgn
0 6
K. •'
9-k! S ° �1v6.b load:.factor.
Reinforcing In kl .y; #5=bars at 4,& 'inches 01c.. AB 0;07(3 itiZdH ,
Me:' 2.0.61. ff-kips.
Raberdowels:in footings:f6unded on mudNoiv orla.va c6p;
Allowable shear.per dowel;:'0�4b ri kips/each
Use,
9' tows:#5 doWeis at 14� inches:0fc
Lateral:res(stancerovlded 0 000
gT_,Otai, e"�Ista,�n, t(� S'�Idln��. h�<xh,,�,x>�r•ya'�r^ ��""" y R�""� 7 y . <- -t*�:; � „'a� ,� � i(IPosy%ft
f
i ..
.. ... ....
..' .. .. .. 'i�
.Latecahstidinq;:..
Rmcolwe9 (Maximum )
E A 000 ; kipsh Mm A,.
0.000 Iii
Rnasaotn. (Maximum)
80 ;9 `'kipsffl
i13 oars
at. �4 Inchesole NIA
i..
Q Ignore lateral:sliding:by.Ins Ion
pact
.....
❑'Ignore passive iesistance'rror rooting;
':.:
.;:Fnctr'onal,ressfen.'ce;
•
Shdmg resistance FnctlOq;
1.955 (0 350).
_ .
_ :0:684 klps7ft'
+
Shdmg resistance by contact -area
3:333: (0 OOOp
= 0 0.0,0 kips%fi
l lmted toaWct * 0 50; per CBC )804 3
1:955 (0'.500):0
978 kips/ft;
'
Fctona ista"� of footi9'� §
, 4� y .•
s_y .: 3s s, -s x. ���{684kr:klpslft nt�."
Frictional resistance:frrini slab: at base of wail;
Thitknass i -
:
I FRIfi�4400�' k0�000,. J:
:Shdmg resistance Friction; 0000 (00350,):0:000. kips/fl
Sliding resistance by contact area'0 000 .(0,000) = 0;000: kips/ft.
"Adddionalst�uctural.dead load a tied to surface of lab;
ksf
Llmte2l t0 Wot' 0 5Q ;per CBC,1804 3 0 000
ASO) 0 000 kr sift
�Fncth`al(resrstffice#of�floorsbxa..x'.>"
Passwe la{erafresisfance De ih
Input dePttt ofsoil overbutderi,over footiri ;;
9 O o,0:tj ksf/ft of depth
Passive resistance at top of footin
9 0 000 ksf. (0 350)
Pas"sive reslstaripe at bottom oRfootin9
0.350. ksf
baa w, ,
7Pa s e s aGe Of re min aii"� Otln' syy �e , x �' •;'4
9aaK 9 , ba k vis J ; ' ? "` res u •< o ff 0'.1 `7s3 ate: krpslft'
dd alifoI n provldingf assjve resisCa^nee 7 y5� 0 T r9 �
. .h..+,t„• oP -:, .A .:as a .ifAR��r ����fr��; iFL ��
Keyway, C.
RM1,4 '0d- unties
Shear key hekness; �r 1r2?00� Indies'
d
�6�011 Inches
Calculate passive pressures on keyway; Equly depth (ft); Pas a. Cakulatb oDivalent'denttf or keyway.wsed on D4 actlnyon footing
Pass ve esistance at<lo ;of
keyway;
t r P5,332 1::866 ksf
,asswe resistance at bottom of Keyway; 5,665: 1.:983, ksf
A „
(2esis ante r Idec(rby3oo ngrkey 4 fs
v. kip
q
.2-r 3' ♦L �h. C,-•wH Aac . .� .,s:.e n. .,- L' Fi .. moi•. X > .i r k64 kip$li -
Desrgn
0 6
K. •'
9-k! S ° �1v6.b load:.factor.
Reinforcing In kl .y; #5=bars at 4,& 'inches 01c.. AB 0;07(3 itiZdH ,
Me:' 2.0.61. ff-kips.
Raberdowels:in footings:f6unded on mudNoiv orla.va c6p;
Allowable shear.per dowel;:'0�4b ri kips/each
Use,
9' tows:#5 doWeis at 14� inches:0fc
Lateral:res(stancerovlded 0 000
gT_,Otai, e"�Ista,�n, t(� S'�Idln��. h�<xh,,�,x>�r•ya'�r^ ��""" y R�""� 7 y . <- -t*�:; � „'a� ,� � i(IPosy%ft
33:
Description.. La d resid ncBetteBwlders ± j: Job; 02,q
'Re arcing all,af driu wa ft I
;:Gt?llelal dafa; - 514120,11;
Wall.construcfion; .Masonry
C011f19U[atl0n; Fcant,IeVdred-_
LaterakIbM;rype; Soil:.pressure - EFR method
_ _- -
------�
Backfillslope; FNo slope I I
Allotva6letdeslgn stresses; __... ._ _ .
Cfass of maferi S,(.CBC); :user defined User defined values, .
:Allowable bearing pressure; 2.00. ksf 2a0U:U ksf.:
A(lowable passive; 0.350, ksflftdepth ksf.
Wo v
Coefficient of friction; 0 35.0 0 w
Lateralisliding risistance; 0 000 Ksf MM ksf.
.-SbIT4,6ight X0110 kcf
Bearing capacityin.creaseallowed::forseismie/wind; ,1s'330, Applied? I No
s
Concrete,; Masonry
fa .. "0 ksi fm. 150 ksi
#4 bars 2nd smaller #4 bars and smeller;
l y OTOO ksi Fy 40.00 ksi FS 20.00. ksi;
#5;bars andlarger;
#5 bars andjprger;
Fy.. fi0t00 ksi Fy 60:00 ksi FS 24:00' ksi;
E8 X290000001 psi Es :29000000 psi
M:
. - '1& 24 E' 142500:0
.:
wo
00"Rexural n, 25:.7850 . _. :Shear Unit'weight `0135 kcf :
Unit weight 0 'S0 kcf
• Wa,No
0 ,. �.� Seismic;,
a1; 50:
ec ,0 3 'C.ompression controlled :strain limit Grade 40 reinforcing ACI 10;3.3
Compression controlled strain limit - GYade i60: reinforcingAC 1'0:3;3'
F
1010a:=:Brandt.residence-.Better..:Builders::.. Retaining wall; at.driveway • 7ft
Backfill;
Table,3. 1 Design.:ateral $oil load
Backfill material;.
USGS
. ateral.pressures, kc ,
Classification
Active:pressure;
At rest pressure;
Well graded, clean gravels; grauelsand;miixes
.GW
0.035
0:0.60.
Poori gra ded.clean_gravels; gravel sand mixes
GP
0:035
0:060
Silt ravels oorl raded gravel sand, mixes
GM
0.035
0`:060
Clave grave ,Poorly graded gravel.and clay..mixes:
GC
0:045..
Well raged, clean sands, gra Velly. sand:mixes
SW
0.035
0:060
Poor1 graded clean sands, sand;grayef:mixes
SP
.0:035
0 06Q .
Sil sands, poorly graded sand=silt mixes.
SM
0045
0:060
"Rd clay , Wwith plastic:fines .. ...
SM SG
.
00.85
0'100
Cla a sands, oorl graded sand clay mixes
$.0
0.08.5:
0:100. .
Inorganid silfs and clayey;slfs
ML
0.0:85
0;100..
Mixturegf�nprganic silt`and cla
ML:CL
0:0.85;
Inorganieaclays of low to:medi0m, plasticity
C.L,
010'0
0:'100
:10108 Brandt resid.'ence:� Better2Buildecs-:ReCainingrwall at dri.uew.ay:• 7ff
_.
Wall,data, _, . Note When designing.;restrainedretahhg::k1 use -or
Depth of soil backfill700� #eet. User defined thickness; . `"0�4;00� orches
# ti, offateral supportJor restrairied,wall;. 7000 feet
z....... ...............
....:.......:....:...::.::.
' No. of
.. ;Segment, Mt.(ft). ; . ,....., T. Ht'(ft) _. curtains ...placement
Steel. C.orl&ete
. Actualf.(in):. d; (in.)'
., .
Masonry
Actual t (in) .41 (m). Use
1 0 000to War r7
M1 M}aX , 8:0)0 6188
�1t1 625, 9 313 Masons
I •
2< 2 000 to �7,0001�
Centered �6,!OQO 3 000
};7625 3 81,3 Mason "'j
to. X0000 ,1�
Cent re ed000 A 000
7625x 3$813 Nl'
10 B0tet,,Builddes - Retaining
.. Loading;
...
...
EFP andAt-rest_,__
DL LL Ur SL
J... Hqpoinq,(Ripslft);MWO-6
M-11 M.0%,00—MAWCOM"
b
10 B0tet,,Builddes - Retaining
.. Loading;
...
...
EFP andAt-rest_,__
DL LL Ur SL
J... Hqpoinq,(Ripslft);MWO-6
M-11 M.0%,00—MAWCOM"
S 'MO.y tWerol soil prossure acting.. -qfi-.w0,-
Cantilevered; Restrained; .
MQQ [kips/ft
w tater Cbottom,of
.6.246 6,;4.10
kips/ft
w .i,t,rarOt..botC6rp-:of footing;
AM: 0.480
kips/ft
n.-EFP:
Mii',_ F,.Jor cantileveredmalls checked.f0 r restraint;
0460 k f'
*ldtera14tltoip. of wait:.. (Restrained. Wall);'
oldb, kiosift
wA6WJl::at.bottdm Ofmall- (Restrained wall);
0.420* kips/ft
at top ofwall,*
Height(ft)-
D
.. .. ........
Description AF
71
-A k ps/ff A
FN/
TOO
Un 4.
..060silo-Wall,; Whd.- or seismic,*
Description. k IPS N A
i /ft
ry , �y�syrcnqr
vp ge;
h
O.Vh! v:wcarge Uniform surcharge'ksf
atop backfill;
VehiOle'surpharge: for. design;
0:000' ksf.
-1 — 2E1
R(R. t.z.
M, ON 9;
Distance Height -of
ti0q., ;fb wallfft) applied; load
_L003,40 feet
Aar 0126 kips
at 0 .60.H 41 feet
.<Concentrated loadafop backfill,: Distance H6ghtbf
s tion.
c P' t0walt(f!) .:apOlje.d load. 77 ......... - — - - ------
feet None
Far -"0:006: kips at 0:60 H= 00:00 feet'
BefterBuilders.—Retaining Wall.at-Ariveway - 7ft
Mas nry-'*tem - ASD,
o :s
.. . ..................... . .. . .....
Ldad:.c.'oMbinaji'on! ll,**D+H+F+L+T ASCE 2:4:1(:2)
'Segment;,
Ht (ft)
Ht (11)
r
P axial
Segment wd,
F,(ksi)
0."0001
to 2.000
336
6.690
0.962
0327
2:.000
to 7:000
110,
0.429
0.429
3.
0;'000
to 0;000
2.20.
0.000
0.000
Fb�
00:
c6p,ji'leivered vall,
iNb
Wr
F,(ksi)
K
50A6:
0327
25.0 ,
7-
1 -3
6 2
0`264
AU.'
2:528:
."76.32
0.264
"1T00
3816.
`6,3411-
2MM
. f, =
iNb
b'd2 ik Ajd
s6ftentj.'-
Cantilevered
2:528:
T-.983:
Ub
0;005,
0,00
Restrained;
0i
.000
2,313
0.005
0.000
A
"
WrticaLreinforcing;
at
7Mnches
. o/c
0 15s 6
in
.... . ...
H0z.bn'I6f:.r'6i*fting; 5 �s A�
at
inches o/c
- 55
.0.1
ink/ft
M r h . im m teinpecafure:pnd shrinkagere fo
in rcing;
Required:
Provided;.
Vert .k'hi'n":Ab-007:bt=
0.00
InIft
0.155
in '/ft
Horiz._As tin. 0;0007 bt =
0.090
.Oft
0A55
ihIft
Combined :h.orizontal:.and:vertical = 0.002 bf=
.0.279
in?/ft
0,310
W/ft
pit 0j;
Cantilevered: 0;005 0.2,7,0:
+ 0.556 Oki
0327
0A05 U00.*
0,014 Ok!
F: 0-.30 015,00
4ltowatifesliear atbase: of :wall:
Fv 0:0;39
I39 ksi allowable f 7M
Ch,Ock,db'w,el::embedment:into +footing; - Dowel size: #5bars
0.02q)�-Vl.
Idh 110,00 inches dh AC/318=0512:5.2
-Re�dlbc tid nlktqrs: ACI 318-0512.5.3a
0;9.60 ACI 3-1845 12-5.3d
lan 6.65 inches Oki
Segment 2;
anU10.6red,;
ar
V
M f
(IN 141
1;006. 0:563 3:813 . 0 5
-.0-460 23.01'
0.000: 0: 0' 00, 10:005 0000 , '1
1.13
A,
"75
V0qpj:"rqinfofc,ing; ; at inches olc 0.155 in/ft
Horizc,nt86,feinforcing; L#5bars_at I i-
ches.o/c 0.116
inzift
Mifilmum lertipeature.andshfinkage reinforcing;
Required; Provided;
Vert AS min =:O%:0007*'-'bt =-
. Q .. 4
. ..
0 6in /ft 0.155 in/ft
Hod A i 0,0007 bt =
0..06,4 W/ft- 0.116 in?/fi
Combined: horizontai;and vertical := 0.002 bt =
0.183 in/ft 0.271 in?/ft
Unitycheck;ACI,53.6-05:*(2-10);
Cantilo,vereo; 01005 0;459
0:264 0:5000.937 Ok!
Resfraineq;. 0:005 U00
0.014 Oki
:0.347
Segment 3
CaOWe
R'esfraineql*.
Ni P§
ta, 6
SWAII
in`/ft
0.000 0.060
--3 813 0.000
."Mr
0.000 .0.00
'.00
0.000 0406.
:3.813 0'.000
0.000 0.00:...
0;000,*:.
Vert ;
-0.060 ,
in
Veftal:,behf*
il orting': at
K;KAWL]inches ole
s
0.900
in`/ft
H606,ntal: nlbrdng; None at
:inches o/6
0.060
in`/ft
MiNmumlemperature and shdnkage reinforcing;
Required;
Provided;
Vert ;
-0.060 ,
in
0,000
in'/ff
[ oOOLA-hihf:'=.0;0.007 bt =
0-.000.
in?/ft
0.000
int/ft
corribippd,horizonta[and vertical = 0:002 bt =
0:000
int/ft
.0.000
i0ft
Cantilev,
0.600
0:164 0..50.0.: 0.000 Ok!
Resfraired 00 00
0.'000
0.000 Okl
0147
case)
Design;
1;533:.
1.884.
of ii*ng'when ca'Icutking: sail pr&ssuie?
:.:
U.U'QU
•
6162=
1133
Se ment2"''
10 108 Brandt residence• Better Builders
='R6tainlhg:.Wbll.at dfivewdy,:411
-dJ
egmen
;0400
. .... . . ..................... . ........ .
',bid 'b" ti' n, .�Q+H
0J. -t :FF+L+
ina o
a .................. I ........ .... .. . .. ............. . ........ ............. ......... . .... ...
. ... . ... ... ..
------
.... L ASCt:2A1(21
....Inpl Uttbelehgth-J.
Z'
Oi00 inbhes
21':COnter wall on footing
Toe length; used;
6.10 inches
0.0,00
Heel length1640
ifooting.. .
Vidth;L
inches
44110}i inches
:O.T.Wb Jactor;
Soil pressure, (ksf);
Fq6:tilng:d0*O'jh;' .
c 12 00 inches
0.196
$'bil Oipthf6r. pos'sive lateral resistance::
inches
case)
Design;
1;533:.
1.884.
of ii*ng'when ca'Icutking: sail pr&ssuie?
:.:
Where I X. Where restiftahtli6s <ObWde 4
'-�,"'-bduts.Vithin middle third;61`46oting:
middle1hird of, f6oti
e
p 22k)
17F
Aj.1qw.ed;-
2
1,884 ksf .000 ksf
'Milim m SO'!(p* spre;. -UlJ7 ksf.
re�200 ksf
U.U'QU
U.UU'U
6162=
1133
Se ment2"''
-0-429;
1.,833
'0.786
egmen
;0400
1.833
2.992
;�I 08
Boll piha
b ckfjll
0.0,00
2331
'0.000.
. .. .......
6AI
-AV
0.196
FoO
fur. M
ADU
ON g LM
.:5.59b I
!-07'
ChecK factprsagarnsl oveduaiiiij.
y
1.533
>
1;50,QkP
Eccentricitye;;,.:-
1;005
feel:
0:6.11 feet
Where I X. Where restiftahtli6s <ObWde 4
'-�,"'-bduts.Vithin middle third;61`46oting:
middle1hird of, f6oti
e
p 22k)
17F
Aj.1qw.ed;-
2
1,884 ksf .000 ksf
'Milim m SO'!(p* spre;. -UlJ7 ksf.
re�200 ksf
0
`O.Jgnone heel: reinforcing
-.Heel length
11,3419 feet
at inches o/c
K-nches 48 715 inches'
1 Mu
IIA 21 ft -kips
yMn
2758,' It -kips
in/ft
1:986' kipst.ft
8:160 kips/ft
Toe tles..
t Toe length
1.349 feet
..
d;'
FA inches
Max sofGpressUre;;
1:864: ksf
1862 ksf
`Mu2147
w
ft-kios
5.453 fl -kips
2-90 kips/ft,
8.160 kipslft
Vertical r, f
iainprcingispacg,
ReinforcingE*
j,-#8:barS
Loadjactor;
(Cbncfete:MreOgth only)
Reinforcing; #5 bars
Loadlgctqr,�,
E", I , I �-ft
(.Concretievstre.ngth,on1h
...24.
-inthes!6/c-
at inches o/c
A, 0.678,-r'
Witt
at 24
inches o/c
A. .0.165
in/ft
A
1.240::. i62
w
i
Late�alsliding;
�Iopglwil:. (Maximum).
OOOOkips/ft Mln AS
0.000 m
Re�eolvr��.
46 kips/ft
a1�2rr3 tars at 4y'
inches o/c�W�A.(Maximum)
❑;Ig'norelatAtal:sloing by inspection (] Ignore passive resistancef orn footing
Fricfgnef<resisferice;
Sliding resistance - Friction;
2.342 (0.350)
= 0.820
kips/ft
Sliding resistance - by contact area;
3.667 (0:000)
= 0.000
kips/ft
Llmted to':Wot `0,50, per C8C 1804.3;
2.342 (0.500)
= 1.171
kips/ft
netfotargsistance
�.' `bfootinr
°.._.• .. ..,. .g820
.asipslft.,; 'F
Fnchgnai:iesistance from slab at base of wall,
Thickness in ; Width ft ;
Sla(rdlmensioris;
'°�¢!Q0� :M,O,'00'0
Sliding.:resistance - Friction;
0:000 (0:350)
= 0.000
kips/ft
SUd,ng resistance - by contact area;
0.000 (0.000)
= 0.000
kips/ft
Add structural dead load applied to surface ofslab;;?0?DO.Q`" i ksf
rfited t6 Wo, ' 0.50, per CBC 1804,3;
t
0.000' (0:500)
= 0:000
kipslft
- cGo e1'resis �'of Ooo slab � •., '^?� E
�- •�-vr�, �..:.�,a ..S ....
e ,- , .. ,� ... .sR;.�
y^�- . s�,,: ,:n. �,, ... �.:, ,�, „�;.
N "�. , �, �
4 ;.: `�C , ,. O,A00 K:...:kips/ft�:i;' :i. s�`•rri
Passtve laferal resistance;
Depth
Inputdeplh of soO-overburden over footing;.
X0;00=
ksflft of depth
Pass14resistance at top of footing;
0:000 ksf
(0.350)
PAOJVe<ks,stance,at bottom of footing;
0.350 ksf
< sire sttan a of etalnniinng wall46oting° .'�
Add, na oo4gs pFovltling passwe resistance : >TOz ;12Q0' '
_ 0175 r kipslft
= 0'000
Keyway,
inches
}'-�"�Mwomm
Shear .6 :;thickness;
y
inches.
tl
inches
Calculate:passive pressures on-keyway,-
EquW' depth (ft); Passive
Cl Calallate equivalent depth of keyway bas ed DL acting on footing
Passiye res,slance at:top of keyway;
5.806 2.032
ksf
Passive feslstance'at bottom of keyway;
622Z 2.178
ksf
' R , a ce pr ,d
oak...%V
7
' :. 0 87
iPs*
Desrgb keyt�ay;
_ _ ..
Mu
0.296 ft-kips
�1t60 Load factor
Remforcing in keY; #5 bars
at 48 inches o/c
A.
0;078 in21ft-
M :
2.061 ft-kips
Ribard*h in'fooUngs founded on mudBow.orlava:cap;
Alf wib)e shear perdoweQ;t
j0 dQ kips /each
rows #5 dowels at K 24'"x'
inches olc
tateraf:resistanceprovided;
0:000
kips/ft
'yota a .
t s i g�
1.50
.4, a1t143
0
PERMIT NO. 6'307-78B,P,E,M
PERMIT EXPIRES
OWNER Steve Berryman
CONTR. owner
`LOCATION (A.P. 34-06-58 ttpf
4W0o/S Glenn Dr., app_-Rfi&_JN.of Meadowview Dr.,
Oroville
,L
Sj
' f
r
C '
1-
Temp. Power Pole a-/it
' Called PG&E
Temp; Elea Serv.
Called PG&E
Temp. Gas Serv.
k, Called PG&E
9
i/FINALED-
.(D
OB
'
'(Signature)
COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS
BUILDING INSPECTION RECORD
BUILDING
BUILDING (Cont'd)
PLUMBING
Setback J-- 7rlFirewall
—
Soil Piping
Forms
Parapets
1st Floor
Main Bldg.
Restroom Finish
2nd Floor
Footings
Windows .� %ylir,�
3rd Floor
Stemwal I
Siding 19 000
To out
Slab
Roof Sheathing
Water Piping
— /17-- 25P 4i�
Piers
Roofing S
Sewer
Garage
Fdn. Vents
Fixtures
Footings
StemwalI
Garage Vents
Insulation
Water Htr.�J
Heaters
Slab
Carport
Footings V
Prov. for phsicaliy
handicapped
Conformance of ex.
structure
Appliances e�
Gas Piping &Test
Temp. Gas
Slab A
Final
Sanitation
4=7—
Patio
FIREPLACE
Final
Footings
Footing
ELECTRICAL
Masonry Walls
Throat
Rough
— .$=
Relnf. Steel
Final
Fixtures jol
Bond Beam
FIRE P KLERS
Motors
Framing —/.:5— %
Test
Water Htr.
_
Stucco
Final ZN
Subpanels
Mesh
ECHANICAL
Grd. Fault Prot.
Scratch
Heating
Service
Brown
Cooling
Temp. Pole
Finish
1 1
Interior Lath I Ventilation Permanent
Door Closer I Final 6-11-29 Final `_ = �
_ F G
MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal^
Water Piping Sewer Gas Piping
MOSILEHOME INSTALLATION - - - - - - - - - - - • - - Support Elec. Continuity
Water Piping Drainage Gas Piping
DATE ods �f REMARKS OR CORRECTIONS
0� '7q'�
(NOTE: An entry must be made on this form each time you visit the job site.)
Permit# ?d ,jow -791
INSULATION CERTIFICATION
Glen Drive _
Number and Street City County
Subdivision Lot Number
DESCRIPTION OF INSTALLATION
ROOF
Material
Thickness (inches)
EXTERIOR WALL
Brand Name
Thermal Resistance IR Value)
Material Fiberglass ass Brand Name Certai n .ee
'
Thickness (inches) 31�u Thermal Resistance (R Value) 11
CEILING
Batt or Blanket Type
Brand Name
Thickness (inches) Thermal Resistance (R Value)
Loose Fill Type Fiberglass Brand Name Certainteed
r.
Minimum Thickness (inches) 8 3/4 Number of bags 31 Weight per bag Ib
Area Covered 110) 1525 Thermal Resistance (R Value) 19
FLOOR,ELEVATED
Material
Thickness (inches) _
FLOOR,SLAB
Material
Thickness (inches) _
Width (inches)
FOUNDATION WALL
Material
Thickness (inches) _
HEATING SYSTEM
Make
Model Description _
Rated Bonnet Capacity
Gas Furnace
Brand Name
Thermal Resistance (R Value)
Brand Name
Thermal Resistance (R Value)
Brand Name
Thermal Resistance (R Value)
DECLARATION
hereby certify that the above insulation was installed in the building at the above location ir, conformance with the
current regulations setting Energy Conservation Stand2rds for new residential buildings (located in Title 24. of the
California Administrative Code).
General Contractor (builder) License Number
Signature and Title Date
Hawkins Insulation Co., Inc. 215925
Sub -Contractor (Insulation AAppl�cator) License Number
��i • � .li�,�, Owner 4f 11/79
Signature and Title -(.*, Date
CERTIFICATE REVIEWED BY Date
BIN -029 (Building Inspection Office)
RES IDENT IAL
ENERGY CONSERVATION STANDARDS
CONSTRUCTION COMPLIANCE CERTIFICATE
THIS IS TO CERTIFY:THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN
INSTALLED IN_ CONF TCE WITH CURR TT ENERGY CONSERVATION REGULATIONS
(lo/ -cation) �/
BUILDING PERMIT NO. 30 7— 1 A;�—O
P. NO. = �`�S
&
THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS:
(Check each item or write N/A if not applicable)
INSULATION:
.Slab Edge. ��Q�. A,
Fdn: Walls & A
Floors
Walls
Ceiling/Roof'
Ducts ,
Circulating Pipes ,
APPROVED HEATER__===�
APPROVED WTR.HTR.
GLAZING:
Single Glazed
Special (Insulated)
CERT. & LABELED WDS.
& SLIDING DRS. JC
WEATHERSTRIPPED DRS.
BACK DAMPERED FANS
INTERMITTENT IGNITION DEVICES
CERT. APPLIANCES A
I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN .INSTALLED
IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO
THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. /
Insulation Applicator Name 5(F e f 1 a o !CO C�
Signature of
(please print)
Insulation Applicator
State Contractors
License No/. _
General Contractor/Owner Name �/(f �1 b U.4 -
Signature
.4 -Signature of- ( ase print) 7
General Contractor Owner Date
State Contractors �t
License No.
THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO
REQUESTING FINAL INSPECTION AND SHALL BE POSTED INCA CONSPICUOUS LOCATION
WITHIN THE DWELLING.
COUNTY OF BUTTE — DEPARTMENT -OF PUBLIC WORKS
,�..� 7 County Center Drive — Oroville, California 95965 �� J
Telephone: 534-4541
APPLICATION AND PERMIT
authorize representatives of the County of Butte to enter upon the This permit is hereby issued under the applicable provisions of
above- entioned property for inspection purposes. the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
X rJ_ _7 ate
DIRECTORff PUBLIC WORKS
Signature of Permitee or Agerh Date 7P
Receipt No. bb O
�p� ®8•7 BY lf-�-
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant B ding permit expires Date 1._ �� �%
BUILDING
Owner
SO. FT. OCC. BUILDING VALUATION
Mailing Addressso,)c
7- d 3-,
Telephone No
S �J
Contractor
Mailing Address
Fireplace
Total Valuation a -
Telephone No.
Permit Fee
Building Address '
Plan Checking Fee&/or Penalty
Permit Fee
PLUMBING No. @ FEE
PERMIT FILING FEE $3.00 00
'
Each Trap 1.50 .OD
Repair drainage or vent piping 1.50
A. P. No. .3 LJ_ Q Gj --� �� Zonin Planning
-Water piping 1.50
Each gas water heater or vent 1.50 (7
FZs
*CI§Ipgon
I Fire Dept.
FireZoneT Use Permit
Gas piping system 1 - 5 outlets 1.50 05'Q
EQA
Parking
Plans
I Parcel
Declaration
Parcel yap
60' R/W
Improvements
Each additional outlet .30
Building sewer 5.00
Bldg. PI ec'd
Parc pproval
Plan pproval
Lawn sprinkler system 2.00
NEW ADDITION ❑ UTILITIES ❑ OTHER ❑
Permit Fee $ 19-0
.$ L
ELECTRICAL No. @ FEE
PERMIT FILING FEE $3.00 3.0
OR LE
Main service 10000 AMP ORSLESS 5.00
Single Family E4 Duplex ❑ Mobil Home ❑ Others ❑
Main service EA. ADD'L 100 AMP 2.50
Main service OVER e00V 25.00
100 AMP OR LESS
Main Service EA. ADD'L 100 AMP 1.00
NEW CONST. DWELING 0
OR ADDNS. ACCLBLDGS 4b 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
NEW CONSTR BRANCH CIRCUITS)
NON-RESID. BRANCH CIRCUITS) 2.50ea
NEW CONSTR /POWER APPARATUS 9
NON.RESID. (POWER
OUTLET CIR.
Ex. Occur)(OUTLETS OR FIXTIIRES B �@1
Ex. OCCU FIXED APPLNS. OR
Occup. (RESID.) EA) 2.00
Temporary service 10.00
Mobile Home Facilities 15.00
License No. Classification
Misc. Wiring 6.25
am exempt from the Contractors License Laws of the State of Cal ifomia.
Permit Fee $ 43,W$-4-31
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.
certify that in the performance of the work for which this
ermit 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. @ FE_ E
PERMIT FILING FEE $3.00 13,00
Heating 00� ®O
EATFLIM
Cooling 3 �Qp
Ventilation
Hood 2.00 .00
Permit Fee $ /,3,60
$ 7T !9t
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
$ pQ
TOTAL PERMIT FEE
$4402,
authorize representatives of the County of Butte to enter upon the This permit is hereby issued under the applicable provisions of
above- entioned property for inspection purposes. the Butte County Code and/or resolutions to do work indicated
above for which fees have been paid.
X rJ_ _7 ate
DIRECTORff PUBLIC WORKS
Signature of Permitee or Agerh Date 7P
Receipt No. bb O
�p� ®8•7 BY lf-�-
White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant B ding permit expires Date 1._ �� �%
RESIDENTIAL PLAN CHECKING GUIDE
(S.F., DUPLEX, & MISC. ONLY)
Bldg. Permit #
OWNER A. P. # _341'O(o
A. GENERAL
oning requirements (sideyards and parking).
:2'�aluation.
3. Signature by R.C.E. or Architect (if required).
B. 'PLOT PLAN
4' -.—"Complete parcel size and dimensions.
Setbacks, sideyards, easements, etc.
3. Other buildings or structures.
4.' Grading, fills, drainage.
G FLOOB2. LAN
Complete to scale plan with dimensions.
Required windows for light and ventilation (Sec. 1405).
4—Required windows for second exit (Sec. 1404).
4�ilowable glazing for energy requirements (20% max. per.State law).
human impact glass (Sec. 5406).
6r -Required room sizes, ceiling heights (Sec. 1407).
-4--B-.F:C.I.'s in baths and exterior outlets (Sec. 210-8).
eight fixtures, switches, receptacles, and exterior receptacles for maintenance of
mechanical equipment.
cations of water heater, heating &'cooling equipment, other electrical or gas
equipment;:and plumbing fixtures.
garage firewall, door size, and closer (Sec. 503(d)(4)).
- 3'0" exterior exit -door (Sec. 3303d).
12,--F-irepl-ace-locat ion
Smoke detectors (Sec. 1413).
D. STRUCTURAL DETAILS
��Foundation'plan complete enough to construct building.
4. -Floor construction details complete enough to construct building.
Elevations and wall construction details complete enough to construct building.
Roof construction details complete enough to construct building.
nstruction details and calcs'if over one-story in height.
� sufficient data and details to satisfy energy insulation requirements (State law).
E.' MISCELLANEOUS ITEMS TO LOOK OUT FOR
4—.—CCX plywood on exposed locations and overhangs.
2. Stairway details (Sec. 3305).
3. Guardrail details (Sec. 1716).
-4:,—.wick or stone veneer (Chapter 30).
.5. Exterior plaster - weep screeds (Sec. 4706'& 4708).
-Proper roof pitch for roof covering (Chapter 32).
Rafter ties or.bearing ridge beam.
e-- Garage door or porch header sizes.
adequate bracing.
10. Living area over garage - complete 1 -hour separation required including supporting
walls and.posts,*etc. '
11. Two (2) exits on three-story dwellings (Sec. 3302):
Better Builders Construction
JOHN STARK
PROPERTY HAS NOT BE SURVEYED. HOLD HARMLESS
FOR ANY EASEMENTS OR SET—BACKS TO LOCATION
OF BUILDING
These drawings and specifications are the property
and copyright of the architect and shall not be
used on any other work except by agreement with
the architect. Written dimensions shall take pref—
erence over scaled dimensions and shall be veri—
God nn the inh sita. Anv /tiRrrP.nnnry shall be
VIA I
kk
XI)
m
i A 1 1
If
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7 1
Yl
IT
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If
ItI
I!I�[itJ v,
pi,i.
W` kV A 141 1
1, II—W
�0,44'kl �A14K�44
o-- 14
,
'Il ro
1 4
fiffiffifill
01,
q
tq
k
7;
1. 141
W3
t
:......... .:. .. ...:.:. ... ,:. ,.. . � � �
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x w -* ,. .,>, n ,(. rt ,v. w : "�+ln`�r4 M'9su
,Y>�v Y � �:. � 7
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_ t. TS ui r -,: � .. � r., � r.. ,:. .�,.. r.._t h.... -,., ..�, 1„ ., ,..,: .. n: r".. - ':',. .:,a�. ., 'r ,;; ., •w,-.
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