PMT18-00455 City of Menifee Permit No.: PMT18-00455
29714 HAUN RD. Type: Residential Addition
A— A� MENIFEE, CA 92586
MENIFEE Date Issued. 02/26/2018
PERMIT
Site Address: 30253 BIG COUNTRY DR, MENIFEE, CA Parcel Number:
92584 Construction Cost: $1,296.00
Existing Use: 1 &2 Family Residence Proposed Use:
Description of WALL TR 36485-3 TRIBUTE
Work: REMOVE PILASTER, EXTEND BLOCK WALL BY 15 L FT, REBUILD PILASTER
LOT 19
Owner Contractor
D R HORTON D R HORTON LOS ANGELES HOLDING COMPANY
22B0 WARDLOW CIR#100 INC
CORONA,CA 92879 2280 WARDLOW CIR STE 100
Applicant Phone:9512729000
D R HORTON LOS ANGELES HOLDING COMPANY INC License Number:770126
2280 WARDLOW CIR STE 100
CORONA, CA 92880
Phone: 9512729000
Fee Description Qtt t Amount($)
Building Permit Issuance 1 27.00
Wall/Fence, non-standard 1 133.00
Additional Plan Review Building 64 64.33
GREEN FEE 1 1.00
SMIP RESIDENTIAL 1 1.00
General Plan Maintenance Fee-Building 1 6.65
$232.98
The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and
specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other
ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six
months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be
forfeited.
AA_Bldg_Permit_Template.rpt Page 1 of 1
B SAFETY PERM,�T�PIAN CHECK PLI CATION
u ; Menifee
DATE l�lV I PERMIT/PLAN CHECK NUMBER
TYPE: ❑COMMERCIAL ❑d RESIDENTIAL []MULTI-FAMILY ❑MOBILE HOME ❑POOL/SPA [—]SIGN
SUBTYPE: ❑ADDITION []ALTERATION []DEMOLITION ❑ELECTRICAL El MECHANICAL
❑✓ NEW ]PLUMBING ]RE-ROOF-NUMBER OF SQUARES
DESCRIPTION OF WORK Demo Pilaster, Extend Block Wall by 15'&Rebuild Pilaster
PROJECTADDRESS 30253 Big Country Drive
ASSESSOR'S PARCEL NUMBER LOT 19 TRACT 36485-3
PROPERTY OWNER'S NAME Western Pacific Housing, Inc.,a Delaware Corporation dba D.R. Horton,America's Builder
ADDRESS 2280 Wardlow Circle#100 Corona, CA 92880
PHONE (951)739-5460 EMAIL ahale@drhorton.com
APPLICANT NAME Angel Hale
ADDRESS 2280 Wardlow Circle#100 Corona,CA 92880
PHONE (951)739-5402 EMAIL ahale@drhorton.com
CONTRACTOR'S NAME Western Pacific Housing, Inc.,a Delaware Corporatiorki OWNER BUILDER? DYES❑NO
BUSINESS NAME
ADDRESS
PHONE EMAIL
CONTRACTOR'S STATE LIC NUMBER 770126 LICENSE CLASSIFICATION B
VALUATION$ $ 1,296.00 SO FT 72 L SO FT
APPLICANT'S SIGNATURE DATE 01/31/2018
1 aTY STAFF USE ONLY
DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER
BUILDING PLANNING ENGINEERING FIRE I GREEN SMIP
INVOICE PAID AMOUNT
AMOUNT O CASH O CHECK# O CREDIT CARD VISA/MC
PLAN CHECK FEES PAID AMOUNT O CASH O CHECK# O CREDIT CARD VISA/MC
OWNER BUILDERVERIFIED O YES O NO DL NUMBER NOTARIZED LETTER Ci YES 0 NO
City of Menifee Building&Safety Department 29714 Houn Rd. Menifee, CA 92585 951-672-6777
www.cityofinenifee.us Inspection Request Line 951-246-6213
ORCO STANDARD 6'--8" CMU SITE WALLS W/SPREAD FOOTING
FOR 110 MPH 3 SEC. GUST @ EXP C
REBAR NO DESIGN CRITERIA PER THE2016 CRC:
• DO NOT RUN HORIZONTAL REINFORCEMENT THROUGH 1. ALLOWABLESOILBEARINGPRESSURE=2000PSF + I0OPSFF0RE4CHAODI7I0NALF9OT
WALL RETURNS@ CONSTRLC77ONJOIN75. OFFOUNDA77ON WIDTH FOR A MAXIMUM OF3000 PSFPER SOILS REPORT.
• PROVIDE DOWEL B DROP-IN BAR ACCORDING TO DETAILS
ATE4CHSIDEOFCVIVMOLJOINTS,ENDSOFWALLSAND L EQUIVALENT FLUID PRESSURE=45 P5FPER SOILS REPORT.
NI WALL HEIGHT CHANGES.SEERLBAR SCHEDULE FOR 3. ALLOWABLE LITERAL PASSWPRESSURE=300 FSF MINUS#PER SOILS REPORT.
BAR SIZES. 4. GROUTSTRENGTH=2000 PSI @ 28 DAYS.
• DECREASE VERTICAL DOWEL AND DROP-IN REfl9R SPACING S. REINFORCING STEEL:GRADE 60.
BY8"O/C FOR SLUMP BLOCK. 6. SEISMIC-i SEC.ACMER47TON=70%;EARTH COEFFICIFMOFFRICTION=0.3 PER REP.
7. MASONRY COMPRESSION STRENGTH,f'm=2000 PSI. NO SPECIAL INSPECTION REQUIRED.
GENERAL NOTES:
_ :: O ONAL FLAT CAP 1. CONCRETFBLOCK SHALL CONFORM TO ASIM C 90.WEDGELOCK
BLOCK SLUMP BLOCKAND SPLITFACE BLOCKAREACCEPTASLE.
2. CONCRETEFOR F0077NG SHALL BE 1 PARTCEMENT TO 2-19 PARTS
SAND TO 3-1/2 PARTS GRAVEL WITH MAXIMUM OF 1-1/2 GALLONS
OF WATER PER SACK.PORTLAND CEMENTSl1ALL CONFORM TOASTM
C150 TYPEII/V.Fc=2500 PSI
6816 OR 6616 CLTU GROUTED 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTMA
ONLY@VERTSTEEL 615GRADE60.PROVIDE 48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
ITISLOCATED.
S. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
#4-DROP-IN BAR@32"O/C VER77CAL CONTINUITY OF THE CELLS UNO.
@ CENTER OF ONU
6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID
GROUTED.
#6 STO JOINT REINFORCEMENT
@24"O/C(3 PLACES).USE#5 7 USE TYPE SMORTAR PROPOR77ONED USINGA57N C270 PART
STD.FOR SLUMP BLOCK CEMENT TO 1/2 PART LIME 70 4-112 PARTS DAMP,LOOSE SAND.
E 8. GROUT FOR CONCRETE BLOCK PER ASTM C 476 TO BE 1 PART
cp CEMENT TO PAR7S SAND(GROUT MAY CONTAIN 2 PAR IS 3/8"PEA
io GRAVEL IF WEATHER CONDITIONS ARE FAVORABLEAND BLOCK -_--_,
UNOBSTRUCTED CELL SICE' IS SUFFICIENT 7O ALLOW GOOD GROUT
NOIP: FLOW).WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
FOR SIDEYARD RETURN WALLS WHERE WITHOUTSEGREC477ON OF THE CONSTIRIENTS.
DRAMMGESWALEOCCUR6,A112 BLOCK
MAY LEFT OUT@ SWALE GRADE.PROVIDE 9. BLOCK STEM MAY BE WET-SET T-1/Z°INTO THE FOOTING WHILE THE _
#4 DOWEL AND 04 DROP-IN BAR ON EACH CONCRETE IS PLASTIC.BLOCK STEM MAYBE PLACED TO EUHER EDGE
SIDE OF THE 112 BLOCK DRAIN. OF THE TRENCH TYPE FOOTING.
la FOOTING MUSTBEPauRED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90%.
#4 DOWEL @32"0/C 34"I 11. FIRSTINSPCLTION TO BEAFTER FOOTING TRENOIESARERFADYFOR
@ CENTER OFCARL L CONCRETEAND ALL REQUIRED STEEL IS TIED IN PLACE.SECOND
10" INSPECTION TO BE WHEN THE REQUIRED VERTICAL ISINPLACEAND
THE BLOCK WALL IS READY TO GROUT.
EQUAL EQUAL 12. PROVIDE20'O/CMAXIMUM CONTROL JOINTSPACING.
u LEVEL GRADE
BOTHSIDf --�/—I'1� �. O
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R!.'11300� tAFETY DE I °O PM F
ry #4 HORZ CONT.PLAN
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0 OJ660 n aago
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'Acp!cval of'hese plans shall not be aenstrdedtA henp yo{
NOTE:DIMENSIONSARENOr rO SCALE. apprcve oi,any violation of any prov sions of thefeTa�talt pte9 qr,O��N Nrq
reulatmns and ordinances. This set f approveePV' i 99 f friRI4
DETAIL Completion. CTIY OF MENIFEE,CALIM NIA
ORCO STD 6'--8" MAX. CMU SITE WALLS W/ TRENCH FOOTING
FOR 110 MPH 3 SEC. GUST @ EXP C
REBAR NOTE: DESIGN CRITERIA PER THE2016 CBC:
• DO NOT RUN HORIZONTAL REINFORCEMENT THROUGH 1. ALLOWABLE SOIL BEARING PRESSURE=2000 PSF + 100 PSFFOR EACH ADDITIONAL FOOT
WALL RETURNS&CONSMUC77ONJOINIS OFPoUNDA770N WIDTH FORA MAXIMUM OF3000 PSFPER SOILS REFORT.
• PROVIDEDOWFL&DROP-IN BAR ACCORDING 70 DETAILS
ATEACHSWEOFCONIROL JOINTS£NDS OF WALLSAND 1. EQUIVALENT FLUID PRESSURE=45 PSF PER SOILS REPORT.
@ WALL HEIGHT CHANGES.SEE REBAR SCHEDULE FOR 3. AUD WABLE LA TERA L PASSIVE PRESSURE=300 PSF MINUS#PER SOILS REPORT.
BAR SIZES.. 4. GROUTSTRENGTH=2000 PSI @ 28 DAYS.
• DECREASE VER77C4L DOWEL AND DROP-IN REBAR SPACNG 5. REINFORCING STEEL:GRADE60.
BY8"O/CFORSLUMPawar, 6. SEISMIC-1 SEC.ACCELEP477ON=70%;EARTH COEf awrOFFRICIION=a3 PER REP.
7. MASONRYCOMPRE59ON STRENGTH,f'm=2000 PSI NO SPECIAL INSPECTION REQUIRED.
Of— OP710NAL FLATCAP GENERAL NOTES:
1. CONCRETE BLOCK SHALL CONFORM TOASTM C 90. WEDGELOCK
BLOCK,SLUMP BLOCKAND SPLlTFACE BLOCKAREACCEPTABLE.
6816OR 6616 CMU GROUTED
ONLY@VERTSTEEL 2. CONCRETEFOR FOOTINGSHALL REI PARTCEMENT702-W PARTS
SAND TO 3-112 PARTS GRAVEL WITH MAXIMUM OF 1-112 GALLONS
OF WATER PER SACK POR7LAND CEMENT SHALL CONFORM TO A57M
4 DROP-IN BAR @ 32"01C C 150 TYPEXV.Pc=2500 PSI
@ CENTER OF CMU
3. REINFORCING STEEL SHALL BE DEFORMED ANO CONFORM 70ASTMA
615 GRADE 60.PROVIDE46 BAR DDAMETER LAP.
4. RELLAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
TTISLOCATED.
5. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VER71CAL CONTINUITY OF THEM UNO.
6. ALL BLOCKCELLSCONTAINING VERTICAL REEWSHALL SESOLID
#6STDJOINTREINfORCEMENT GROUTED.
ti @ 24"01C(3 PLACES).USE A'5 7. USE TYPES MORTAR PROPORTIONED USINGAS7M C270 PART
STD.FOR SLUMP BLOCK CEMENT TO 112 PART LIME TO 4-112 PARTS DAMP,LOOSE SAND.
W
Z 8. GROUT FOR CONCRETE BCOCKPER AS7MC 976 TO BE I PART
# T
CEMENT TO PAR75 SAND(GROUT MAY CONTAIN 2 PAR IS3/8"PEA
GRAVEL IF WEATHER CONDITIONS AREFAVORABLEAND BLOCK
UNOBSTRUCTED CELL S1ZEISSUFF7C7ENT TO ALLOW GOOD GROUT
NOTE: FLOW). WATER SHALL BE ADDED 70 PRODUCE GOOD GROUT FLOW
b FOR SIDEYARD RETURN WALLS WHERE W!lHOU!'SEGRECv9770N Of THE CONSTITUENTS.AMY DRAINAGESWALEOCCURES A 112 BLOCK
#4 DOWEL
AND
ALE DRO"N A PROVIDE 9 BLOCCSI MMAYBE WET-SET INTO THE FOOTING WHILE THE
F4DOFTHE 11 BOCK DR4 BAR ON EACH / "
SIDEOFTNE I/2&O(KORAlN. CONCRETE SPLASTIC.BLOCK STEM MAY BE PLATED TO EITHER EDGE
OF THE TRENCH TYPE F0077NG.
10. F00771VG MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
#4 DOWEL @ 32"0/C OR ON COMPACTED FILL WITH MINIMUM COMPACT70N OF90%.
@ CENTER OF CMU.
Or•_(• 11. FIRS TINSPECTION TO BEAFTER FLXJTING 7REN0lBARE READY FOR
CONCRETE AND ALL REQUIRED STEEL 15 TIED IN PLACE.SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND
THE BLOCK WALL IS READY 7K1 GROUT.
ti
F 12. PROWDE20'O/C14AXIMUM CONTROL JOIMSPACING.
u
_ ES
O
MAX. .�V J��
—' u'll`d�li�efSGpi ENIFEE �e�� �ERouc0, m
ti BUILDING AND SAF RTME m
o E 'LOAN APPROVAL N0. 83660
tiEXP. 0 //201
F � as HORz.CONT. "*
@ 1811O/C. p
• R lk�! GV I-� OF 05 2)18
DATE
7'MIN TO DAYLIGHT DR HORTON
8" 'Approval of these plans s II not$%f�d4F1�S�9A�Y@4RpJk�Hp7&IWcM
coNr. NOTE:DIMENSTO SA ngkO.r iolation a any provision�6f9CV8Wi3a 41fAy
DETAIL #`3
ordinances. This set QFPffffffiffff4ffi
mpletion.
i._.__....-
ORCO 6'--8" HIGH 16Tr SQ. PILASTER WI SPREAD FOOTING
FOR 110185 MPH EXPOSURE C WIND
DESIGN CRITERIA PER THE 20I6 CDC: GENERAL NOTES:
1. ALLOWABLE SOIL BEARING PRESSURE=2000 PSF + 100 PSF 1. CONCRETE BLOCK SHALL CONFORM TO AWN C 90. WEDGELOCK BLOCK SLUMP
PER EA.ADDITIONAL FT OF FOOTING WIDTH PER SOILS REP. BLOCKAND SPLTTFACE BLOCK AREACCEPTABLE.
2. EQUIVALENT FLUID PRESSURE=45PSFPER SOILS REPORT. 1 CONCRETE FOR FOO TING SHALL BE I PART CEMENT TO 2-112 PARTSSIND TO 3-112
3. ALLOWABLE LATERAL PASSIVE PRLSSURE=300 PST.MINUS} PARTS GRAVEL WITH MAXIMUM OF 1-1/2 GALLONS OF WATER PER SACK.
PER SOILS REPORT. PORTLAND CEMENTSHALL CONFORM TOASIM C 150 TYPEII/V.Fc=250D P57
4. GROUTSTRENGTH=2000 PSI @ 28 DAYS.
S REINFORCING STEEL:GRADE60. 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TOASTMA 615 GRADE 60.
6. SEISMIC-1 SEC.ACCELERATR)N=70%;EARTH COEFFICIENT PROVIDE48 BAR DIAMETER LAP.
OF FRICTION=0.3 PER SOILS REPORT.
7. MASONRY COMPRESSIONSTRENGTH,f'm=2000 PSI NO 4, REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH ITI5
SPECIAL INSPECTION REQUIRED. LOCATED.
S CONCRETE BLOCK SHALL BE LIID IN RUNNING BOND PATTERN WITH VERTICAL
CON77NUITY OF THE CELLS UNO.
OPTIONAL CAP
6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED.
7. USE TYPES MORTAR PROPORTIONED USINGASTM C270 PART CEMENT TO 112 PART
16816 OR 16616 LIME TO 4-112 PARTS DAMP,LOOSE SAND.
PILASTER CMU
SOLID GROUTED. 8. GROUT FOR CONCRETE BLOCK PER AWN C 476 TO BE 1 PART CEMENT TO PARTS
SEE DIAGRAM SAND(GROUTMAYCONTAIN 2 PARTS 3/8-PEA GRAVEL IF WEATHER CONDITIONS
BELOW ARE FAVORABLEAND BLOCK UNOBSTRUCTED CELL SIZEISSUFFICIENTTDALLOW
GOOD GROUT FLOW).WATER SHALL BEADDED TO PRODUCEGOOD GROUI'FLOW
3-1/p KTTHOUTSEGREGA77ON OF THE CONSTITUENTS
CLR. 9. BLOCKSTEM MAY BEWET-SETT-W-INTO THE FOOTING WHILE THE CONCRETEIS
(4)#4 VERT. MASTIC BLOCK57EM MAY BE PLACED TO EITHER EDGE OF THE TRFVCH TYPE
DROP-IN BARS FOOTING.
ti
2 10. P007YNG MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON
COMPACTED FILL WITH MINIMUM COMPACTION OF 90%.
W
= 11. FIRST INSPECTION TO BE AFTER F0077NG TRENCHES ARE READY FOR CONCRETE
X AND ALL REQUIRED STEEL IS TIED IN PLACE.SECOND INSPECTION TO BE WHEN Try
F REQUIRED VERTICAL IS IN PLACE AND THE BLOCK WALL IS READY TO GROUT.
12. PROVIDE20'O/C MAXIMUM CONTROL IOINTSPACING.
i
#4 DOWELS W/14'MIN -' -
EXTENSION INTO CHU. 16816 OR 16616 PILASTER CMU
J (SOLID GROUTED)
�o
s q
EQUA EQUAL 0 1
2
S
;o (4)#4 VERTICAL
2 (AS SHOWN)
\\ \\\ \\ \\\ 1 PILASTER CROSS
SECTION DETAIL
NOT TO SCALE
5'MIN. .O ' y'UI IVIe�i WHE o
y }ke%f qy� ,of ESS/0
#4 HORZ. 20'LONG DAYLIG BU'u�21 MAI "D SAF
0 12'O/C EACH WAY
2'-2 F l NePPROVAL .y y
SOUARE FOOTING 03 m m
N07E:OIMENSIONSARE NOT TO SCALE. j����d//�'� 0. 66 D
a
q,L6�A(C * EXP. /3//2 /9F 20
f�APR p s,4T c I II e` ATE
0
E OF CA�-gf
'Approval of these plans shall not he constr ,rm tfor,Oran
#2 approval of,any violati n o any provisi� r city
DETAIL regulations andordinan es. This p�pv� 9 OREpe
r[a,uTti'.completio . TRALT36485-3(PA14)
`__-_ CITYOFMENIFEE CALIFORNIA