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SPECIAL CONDITIONS jBUILDING iO
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City of Carlsbad
1200 ELM. CARLSBAD, CA 92008 • TEL (619) 438 5525
MISCELLANEOUS
RECEIPT
Owner ft S^}
LA O.&5T/Q
COMPLETE FOR PLAN CHECK ONLY
LEGAL DESCRIPTION
ASSESSORS PARCEL NO
DESCRIPTION OF WORK /> &fi 1 0 <=,/?, $ P £
ff
DESIGNER ADDRESS f? £)„ jQc
PHONE
C0NTACT*PERSON
giiature of Apphcapt _\
MISCELLANEOUS FEE RECEIPT
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• PLAN CHECK FEE.
VALUATION
0100008806
DEMOLITION
HOUSE MOVING
PARKS AND RECREATION FEE
PUBLIC FACILITIES FEE
SCHOOL FEE DISTRICT
Carlsbad
Encmitas
San Diego
San Marcos.
CERTIFICATE OF OCCUPANCY.
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TOTAL FEE
•WARNING PLAN CHECK FEES WHERE NO ACTION IS TAKEN BY THE
APPLICANT IN ,80 DAYS AND NO BUILDING PERMIT IS ISSUED ARE
FORFEITED TO THE CITY
COMMENTS
White — Applicant Yellow — File Pink — (1) Finance (2) Data Process Gold — Assessor
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 2O8
SAN DIEGO, CA 92123
((> 19) 3f><>-14(>8
DATE :APPLICANT
7
JURISDICTION:
PLAN CHECK NO:
PROJECT ADDRESS:
PROJECT NAME
URISDICTIOlO
QPLAN CHECKER
QFILE COPY
QUPS
DESIGNER
D
D
D
D
D
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is the jurisdiction's
copy for your information. The plans are being held at
Esgil Corp. until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
D Esgil staff did not advise the applicant contact person that
plan check _has been completed.
Esgil staff- did advise applicant that the plan check has
been completed. Person contacted:
Date contacted:
REMARKS : C£> '
" Telephone # frsy.) 9^3 7
ENCL
ESGIL CORPORATION
Date Jur i s d i c t ion
Prepared byt
VALUATION AND PLAN CHECK FEE
Q Bldg. Dept,
p Esgil
PLAN CHECK NO.-
BUILDING ADDRESS _
APPLICANT/CONTACT .
BUILDING OCCUPANCY
PHONE NO
DESIGNER PHONE
TYPE OF CONSTRUCTION CONTRACTOR PHONE
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
Air Conditionina:
Commercial
Residential
Res. or Comm.
Fire SDrinklers
Total Value
Fee Adjusted To Reflect
Building Permit Fee $
Plan CLheesk Fee $
D Energy Regulations (Fee x 1.1)
D Handicapped Regulations (Fee x 1.065)
_$_
COM MEN T S 77
8/4/82
robert tnviion
tmq engineer
C L I £ H T JOI
On«t«
HOTES
i CONSTRUCTION SHALL COMPLY WITH TMT UNIFORM
BVIILOIKC CCOf 0« LOCAL COM
Z. JOUD SROVJT AiL BLOC* CELLS
i AU, »£|NfO«ClNS LA« SMALL B£ TOUTY BA»
MIMIMUM
HEIGHT OF WALL-UNLESS PREVIOUSLY
, £'-0" ..
MINIMUM DISTANCE Of .TIMES T«£ T:TAL
SLOPING FILL
[ J I JT IMG 01 'IC'OtSI
FOOTING 0« »£«ICLE
WH£CL LOiOJ
i r M£iO jOixr XI J2* OC
« USE t'oiiMtrEw
.'"£ SLOCEO TO OATLPCMf
BOTTOM Of FOOTING TO DAYLIGHT
OF SLOPE
NOTE
S IS THE TOTAL VERTICAL
01 STANCE FROM TOP OF
RETAINING TO BOTTOM OF
SLOPE.
DISTANCE 'S V2 (SEE NOTES FOR S)
5-CT MINIMUM lO'-O* MAXIMUM
HORI20NTAL F ILL
Z'CLEAR
HEEL
J CLEAR
CONT TOP AND BOTTOM
OF BLOCK
•'BLOCK
X BARS.
I CU FT GRAVEL
PER FT
1 W BARS
. Y BARS
POUR FOOTING ACAINST
UNO I STUBBED NATURAL SOIL
T TO a TOT MT
f-fc 01
o
HEEL X BARS
16
W BARS Y BARS
. -
SOILS SPECIFICATIONS
ACTIVE PRESSURE
PASSIVE RESISTANCE
COEFFICIENT OF, FRICTION
ALLOWAliLt BEARING
INTERNAL FRICTION
ANGLE
IS
4 Mo
rofc?ert trivbon
consulting engineer CLIENT JOB NUMBER
SI . C*«ng« C»(714)BB7-B120
MINIMUM DISTANCE OF .TIMES THE TOTAL HEIGHT OF WALL
JOB NAME
NOTES
UNLESS. PREVIOUSLY SPECIFIED
' SLOPING FILL EXISTING OR PROPOSED,
FOOTING OR VEHICLE
WHEEL LOADS
HORIZONTAL FILL
I CONSTRUCTION SHALL COMPLY WITH THE UNIFORM
BUILDING CODE Of) LOCAL CODE
2. SOLID GROUT ALL BLOCK CELLS CONT TOP AND BOTTOM
OF BLOCK
"
ALL REINFORCING LAPS SHALL BE FORTY BAR
DIAMETERS MINIMUM
-*fc CONT W/*2 TIES AT
" " It'OC. TOP OF BLOCK
OMIT HEAD JOIMT AT 3r O.C FOR WEEP
MOLES OR USE t" DIAMETER PERFERATED
PIPE SLOPED TO DAYLIGHT
I CU FT GRAVEL PER FT
BOTTOM OF FOOTING TO
DAYLIGHT OF SLOPE
S IS THE TOTAL VERTICAL
DISTANCE FROM TOP OF
RETAINING TO BOTTOM OF
SLOPE.
DIST. IS S/Z ( SEE NOTE
FOR SJS'-O'MIN. IO'-O'MAX,
POUR FOOTING AGAINST
UNDISTURBED NATURAL SOIL
T TO R TOT HT HEEL X BARS
iz 0 \<
W BARS Y BARS
;-, . SOILS SPECIFICATIONS
•'•*" **.**•**,
^T'X'- ACTIVE PRESSURE
«"-.**. *,i*f\ i. ,
1^,- PASSIVE RESISTANCE*•* *-r
:-^ COEFFICIENT OF FRICTION
ALLOWABLE BEARING
INTERNAL FRICTION
ANGLE
robert trivbon
coniultinq enqmeer
Ne OfiB9« SI . Or ing* C« 92gt6 (7M)B87-fli;o
CLIENT JOB NUMBER II
JOB NAME
NOTES
I CONSTRUCTION SHALL COMPLY WITH THE UNIFORM
BUILDING CODE OR LOCAL CODE
2. SOLID GROUT ALL BLOCK CELLS
3 ALL REINFORCING LAPS SHALL BE FORTY BAR
DIAMETERS MINI HUM
MINIMUM DISTANCE OF.TIMES THE TOTAL HEIGHT OF WALL
UNLESS PREVIOUS Y SPECIFIED
"* * SLOP I NO FILL
— I HORIZONTAL FILL
2-*t CONT W/* TIES AT
I61 OC TOP OF BLOCK
, OMIT HEAD JOINT AT>'J2'O.C FOR WEEP
- MOLES OR USE 4" DIAMETER PERFERATE
•~' PIPE SLOPED TO DAYLIGHT
12' CONCRETE STEM
* CONT AT
'BOTTOM OF FOOTING
TO DAYLIGHT OF SLOPE
01 ST. IS S/2 (SEE NOTE
S) ^-o" MIN irf-o'MAX
EX 1ST ING OR PROPOSED
FOOTING OR VEHICLE
WHEEL LOADS
—r:
LJ_LJ
I-**. CONT TOP AND BOTTOM
OF BLOCK
X BARS
811 BLOCK
W BARS
I21 BLOCK
I CU FT GRAVEL PER FT
CLEAR
NOTE S IS THE TOTAL VERTICAL
DISTANCE FROM TOP OF
RETAINING TO BOTTOM OF
SLOPE
Y BARS
z
»-o
POUR FOOTING AGAINST
UNDISTURBED NATURAL SOIL
T TO R TOT HT
r-411
l'-4 24"
HEEL
IZ1
I/11
X BARS W BARS Y BARS
SOILS SPECIFICATIONS
ACTIVE PRESSURE
PASSIVE RESISTANCE
COEFFICIENT OF FRICTION
ALLOWABLE BEARING
INTERNAL FRICTION
ANGLE
\\^
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ALLG--?LE SOIL'EGUIVALLNP r-'LUJLi
FRESSURI-: ( LPC, CU/TT )
L I:LANE PR 1C "ION
=NO
S U "v C'—' <- -\ C E
SHEAR FORCE:TOWARDS 1UC( K i r- G )
MOMENI ON WALL AXIAL
TUWARHS TOE FORCE(is i r-T r) ( Kir s )
OUT-'JT 0- DESIGN VALUES
FT'v: ? T >
C FT )
FTNG ncr rn <TN> r.i_cnr: FAPTOR TOTAL
SOIL PRESSURE M = HY MOMENT COETF bAFETY SCRUICE( KSF )
OE HEEL KEQH
DY OIIMAK Of O^r:R- LOAD (SIPS)
UGFTi Tfx)CT • TURNING HORZ VEPT,
-SUITING FRICT. COCFF. CXCttEI'iCl . 1 . PROVrDC IsflY OR CQUAT C LATERAL FORCE
'-'ALL THICK ( IN )
w = PY MOMENT
S = ?Y S'-JEAR UALL SHEAR (FAC)
= £OD USED ( MPS/n )
"0=--
2/3 L'ALL MOMENT
1/3 '-ALL MOMENT
DISTANCE FROM
BOTTOM OF FfG.
MOMENT AT GHEAR AT STEEL A=EA
PUTNTCFAC) rOINT(FAC) AT POINT
-C. MOMENT (MF-FCET)
ECO STEEL (SQ IN/FT) PEND=
E(?:' STEEL ( SQ IN/FT) CODE =
WALL AT FTNG TOOTING FOE FOOTING HEEL
- = = Cr-STEMS rROFC1S70NAL f-ROC.RAM NM . 1 C, . .1 REV-707C GO '*Z^
KFTA 1 N TNd UA1 I IU ', I r,N• C-^TE: - STFENGTH HEGIC,N < ivyy ALT J in.oi i\ -- UORKINC, STRESS (.°7°• — •—»—» ********* i * j f / IIJI I l [I I (li I I if i i i i i if lit i I i i i i i i i i i i i i ' t ' i *• ««• i •**+**-••*"^r"f*^*''l ill if l I I I ' I I I I I I I I i I | | I I II I I I l| || || | | I | | | h( i pM •**••*•••*••*•*
sxrs=s.srsrrts-, ^A4. (. ):!.!.): K I 1-1 I 1 1 !> I I I I I ) I I I
ALL :>••-ORATION 'p&ESENTEn is "R)R r;[.'^JLW
-—LrCATIO.1^ PY A RCGJSTEK'Cd rNCINIL'R
CC:Y-IG^T £<Y SYSTChS l: RGf-'USH] OMAL . J 77V
= ^r = == =i:=:S = i£-!.J. ^ i: k (.4, I U I | I 1, 1 I | | | I | | | | |
is^'jT =-Q^ CONCTxCTE WALL
I I I I I I I I I U I I I. U I .»..
f PRO VAL. I NT ElxF IMITATION ANIi
•TCi^L - MIN FTNG
'-ZrC-T L'EFTH( -T ) < :?n
"7,6"?
STEEL Y:EL:' STRESSrv- c \s: )
TOOTINGDIMENGJON (TM)TOC IIF:I:L
CONCRETT CIH\[:NGTI-I
HINUALL THICK
(IN)
MAX. OMEGA GOIL SLQ-EI'
l: I ( T Y/Ff ) 1-NO .0=YES
ALLC'-'i?LE SOIL
'- = ISS'J= Z ( KSF )
EOUIVALLNf FLU] LI
PRESSURE ( LFiO CU/FT )
VLTTICAL PLANE FRICTION1=NO FR/Cnow,O=FRICT:ON
SMEAR FORCE
TOWARDS T OE( K i r- s >
MOMCN1 ON WALL AXIAL
TOUARI'in TOE • FORCE< M r-r r) ( KIPS >
C'JT-UT 0- DESIGN VALUES
FTNG ncr-Tii <TN> nLcnr:
SOIL PRESSURE M = PY MOMENT LOEFF
- ( KSF ) S - BY JJI-IMAK OF
TOE HEEL KCQU UCFH FfO CT
3.61 s= it .^3>
-SLIO:NG FRICT. COCFF. Excr.EPr, ./
< FT )
FAPTOR TOTAL
L.AFETY SERVICE
OVflR- LOrtti (KIPS)
TURNING MORZ >JEPT
r-Rovmc KTIY nrs CQUAI c LATERAL
'-•ALL THICK ( IN )
r- - ?Y MOMENT
S = ?Y SUEAR UALL SHEAR (FAC)
=.EOD USED ( KIFS/F1 )
L MOMENT
1/3 L'ALL' MOMENT
DISTANCE FROM
BOTTOM OF FFb.
MOMENT AT
FUTNTC FAC )
GHEAR AT
TOINr( FAC
STEEL A^
AT FOTS'T
-C. MOMENT (MF-FEET)
RE^? STEEL (SO IN/FT) riENIT =
PEP!' STEEL (SO IN/FT) CODE =
WALL AT FTNG FOOTING FOE FOOTING HEEL
- = = GYSTCMG rROFCnsrONAL f-RCK.RAM NH . 1C,..' REV-907C GO i-i-i ( '
RFTA 1 N fNH U/U.L IH.M C,N
E - STf-ENGTM DESIGN ( 1777 ALI). HL()( K -- WORKING GTREGS (.°7° U?Z5
X x s a: x i x r a: r x •* * t J: 3. 4. I..): 1..! .K K I -U -I I I I- I I I 1 ! 1 I I I I I I I I I I I I I I 1-1 I I l.l.J-|4.A>:^S*t=:-:
ftLL I'-'-O^AT I ON'PRESENTED IS-FOR I'TV JEW , AfT'ROVAL . INT ERF R'CTATI ON AND
fi= = L:CAT!0.v ?Y A KCGJSTEh'F.li RIG I Nl f.T\
:C=V-IGHT :^Y SYSTEMS I" ROnfbS J OMAL . J 97V
= -:r = ==ri=:--ii:-',4.t:4-t:|.L4 I t- I I I I 1,1 I I I I I I I 1 I I I I I I I I I I ! I I I t I I. I I kkl-t-fc^^^^i-:
S=-'JT -OR CONCRETE WALL
TCT-L MIM FTNG TOOTINGWE:C-T DEFTH PII-IENGJOM (im
< -A~ ) < in ) Tor; IITCL
^ 12
STEEL YIELD STRESS CONCRETC C. (RCN
="Y (\SI) I"'C (KOt)
M1NTMUMUALL THICK< IN )
MAX. OHfTGA SOIL SLOPED
) 1-NO.O = Y£S
<>LLCJ-?LE SOIL
- = i = S'J=E ( NSF )
EQUIVALLMT PLUJU
I-RESSURf-: (LHG CU/FT )
VI£nTCAL I- LANE FRICTION
1 =NO f-Tv / C TL ON , 0 = F^ I CTI ON
SL'^-C'-'-RCE
( ?3- )
SIICAR FORCT.
TOWARDS IDC
( KIPS )
IIOMCNF ON WALL AXIAL
TOWARDS 1 OE FORCE
( K I f-F f > ' < Ml S >
G'JT='JT Or DESIGN VALUES
FTNG HEFT!-! (TN> SLCDr; FATTOR TOTALrT^G~ SOIL PRESSURE M = HY MUMEMI COEFF bAFCITY SCR^ICE
V:?.TV- < KSF ) G - BY Jjl-IMAK OF OVTIR- LOAti (KIPS)
CFT) TOE HEEL KEQH UGFFi FMC1 TURNING HORZ ^EPT
4.*>£> \<tb ,&4- S= 12 ^::\ I.&I2. l.fe/5 7,^2
-SLICING FRICT. COCFF. CXCCETiG . *\ , r-ROVTPC KTIY DP. CQUAT C LATERAL- FC=.CE
'-'ALL THICK ( IN )
r = ^Y MCHEfxT
S = E<Y S'-'EAR WALL SHEAR (FAC)
= EQE' USED ( KIFS/n )
O=--
2/3 UALL MOMENT
1/3 L'ALL MOMENT
DISTANCE FROM
DOTTOM OF FIG.
MOMENT AT SHEAR AT STEEL A^
rOINr(FAC) AT POINT
C. MOMENT (MF-FEET)
E^D STEEL (SO IN/FT) PENn =
ETJ STEEL (SO IN/FT) CUDE>
WALL AT FTNC) FOOTING TOC 'FOOTING HEEL •-
- = - GT-STCMG PROFESSIONAL M\OC,KMM NO. 1:,. • REV-VQVC' GO .izx
RETAINING UAI I. I'l.'.ir.N
-u-'-'-'ITE - STRENGTH DESIGN ( L777 AL I ) . I'l.OI K - WORKING STRESS (1°7° U?C' ;.
r:;-:r r .- ;r±-ri M H \ \ \ \ \ | .(../ | (../.| I I M I I I II II I I I I f I I .(.-IM 'I 'I 'I 'I '/'I I !• I I >*Jf t '. Srr - r --r r'r
stssetssrsnK-SS-VJriJ.^'fc-J-l^lc.l )• I .1 I I l> I 1 I I ! I I I I 1 I I I I I I I I ! I 1-1 I I t;l.^|j--
ILL !'«'.-0^,uA7 I ON ' PRESENTED IS-'I'DR' I'-TVIHW , APPROVAL , INI ERPRCTftTI ON AN.''-= = L:CATIOV PY A RCGJSTE/VFU rNcn/rf.Tv
:C=v-IC^T ?Y SYSTCMS I"-RQf-'irbnK)tlAL . J 77V
= ^ = = === = xs=:i±-{.4.t:4.|:l.l.J,|.H I I I ',1 I I 1 I 1 1 1 i I I I I I I I I I I ! .1. I I' I -I I. I I U I- |:,lr^SS:^±i
"0^ CONCRETE WALL
MIN FTNG
I'Er TH
C - T ) ( IN )
STEEL YIELD STRESS
ALL OIL
TOOTING
DIMENSION ( IN)
TOE IIF.CL
CONCRETE C, IRENGTIl
'2
EQUIVALENT
PRESSURE (CU/FT )
MlNTMUM
WALL THICK
(IN)
MAX. OhCGA SOIL SLO-EI"r- i (r Y/Ff:) I--NO ,O=YES
I ^ Q
L !:LANE FRICTION1 =NO FR/C rioM, O=FRICT:ON
SHEAR FORCE
TOWARDS IDE( KIF S )
CUT='JT 0- DESIGN VALUE'S
HOMEN1 ON WALL
TOWARDS TOE( Is I P-F F )
C" ~ VSQ
V,' • ~> 7 u
( FT )$n— s L ~ r> ; N
SOIL PRESSURE
( KSF >
TOE HEEL
/ VZ ,o5
G FF.ICT. COCFF,.
FTNG PEP Til ( IN )
(1 - DY MUMEN'lrj - DY 5L)IIC-:AR
REQIi UCFD
^-^."1 )2-
rxcrcris o PROVJ
SI CPF
LGEFF
OF
FRU-T •
64
•HE KEY cm
FAPTOR
L.AFE1 Yo v r: R -
TURN IN
\,1&<&
COUA1 E
AXIAL
FORCE
( KII-S )
O
TOTAL
SCRUICELOACi ( KIPS )
HORZ VEP7
'-ALL THICK ( IN )
t* = ?Y MOMENT
S = BY SUEAR WALL SHEAR (FAC)= EOD USED ( KIF'S/n )
2/3 L'ALL MOMENT
:/3 '-ALL MOMENT
DISTANCE FROM
BOTTOM OF FTG.
MOMENT AT SHEAR AT
rOINF( FAC
STEEL AR
AT POT NT
CAC. MOMENT (MF-FEET)
^ET? STEEL < SO IN/FT) F<END =
rE?J STEEL (S" IN/FT) CODE=
WALL AT FTNG TOOTING FOE FOOTING HEEL
G^STCMG rROFC^TGNAL f-ROC.KAM NO. 1 :, . .1 REV-yOVC GO f-S-tKFTA 1 N PNG UM! 1. HI.', I r,NSTF-ENGTH DESIGN ( LV77 ALT), HLOIK -- WORKING STRESS (.°7°- -- i ;j n ll ll il I I I ,| M 1.1 I [ i i i ; I I i I I i i f i i i i i i i i i i i i (. i i j. „" t;K ^ =
i •/ ^
stssss.s = srssa:l.j:*4.(..C I. ,[,(.(:. I U i I I I- I i I I I I ! I I I I I I I I I I I I I'U I I I \ ,f \ 4.^ ):^x^f-~
ftLL ^-'"O^ATiON TRCSENTEn IS "FOf\"T<n;ji:w , /WRfJVfiL , INT ElVPRETrtTI ON AN:'
i—LICATIO.1/ I<Y A RCG/STEKEIi PNC I Nl f.'RYSTCMS
=:i±-V4.!:il:KU I U I I I ',
CONCRETE WALL
J97V
I 1 I 'I I I I I I I I I I 1. 1 I I I I I. I I
TCT-L --E:C-T
STEE
HIM FTNG
ELD STRESS
ALLC'-'i?LE SOIL
P ^ESS'J^E ( KSF )
TOOTING
PlhCNGJOU ( IN )Tor: iircL
c. [I;C:KGT
'C (
2
EQUIVALLNT PLU] U
PRESSURE ( LPO CU/TT )
MlNTMUM
UALL THICK
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MAX. OMCGA SOIL SLOPED
l: I ( f Y/Ff. ) 1-NO . 0=YES
VI£niCAL PLANE1 =-NO FR;C rjcoM,
SL'^C-^GErb
O'JT^'JT 0" DESIGN
SHEAR FORCE
TOWARDS IOC< K i r- s >
MOMCNI ON WALL
TOWARDS 10F.(KIT-F f )
vi?-7~( -- >
SOIL
(
TOE
F RESSURE
KSF >
HEELi -7
FTNG PCF Til ( IN >
M = BY MOMEN1
•3 -- DY 5JI-U-IAK
REQI.I UGFD
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COEFFOF
FR] CT
/Ul
FACTOR
LJAFE1 Y
• TUR'NIN
•S'_:ZI:NG FF.ICT. COCFF. cxcr.Enr, . A ,
'-'ALL THICK ( IN )
M = BY MOMENT
S = BY SJEAR WALL SHEAR (FAC)
= EOD USED (KIT-
r- (\ovinc unv
AXIAL
FORCE( KIi:S
TOTALSERVICEL O A D (KIPS)
HORZ VEPT
rx14 ^ llrQUATE LATERAL FORCE
2/3 L'ALL MOMENT1/3 '-'ALL MOMENT
DISTANCE FROM
BOTTOM OF FIG
MOMENT AT
rUTNFX FAC )
SHEAR AT STEEL A=,
TOIN f( FAC ) AT FOTS'T
rAC. MOMENT (MF-FEET)
^ET? STEEL (SO IN/FT) ]iEND =
rECO STEEL (SO IN/FT) CODE=
WALL AT FTNG FOOTING TOC FOOTING HEEL
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'toe 1327 N Broadway, Santa Ana. California 92706 • (714) 953-9443
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