PMT18-00454 City of Menifee Permit No.: PMT18-00464
29714 HAUN RD. Type: Residential Addition
'q%_CCEJJ MENIFEE, CA 92586
MENIFEE Date Issued:
0212812078
PERMIT
Site Address: 30252 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 18
Owner Contractor
D R HORTON D R HORTON LOS ANGELES HOLDING COMPANY
2280 WARDLOW CIR#100 INC
CORONA, CA 92879 2280 WARDLOW CIR STE 100
Applicant Phone: 9512729000
ANGEL HALE License Number.770126
D R HORTON LOS ANGELES HOLDING COMPANY INC
2280 WARDLOW CIR STE 100
CORONA,CA 92880
Fee Description gyt Amount fEl
Building Permit Issuance 1 27.00
Wall/Fence, non-standard 1 133.00
Additional Plan Review Building 65 64.53
GREEN FEE 1 1.00
SMIP RESIDENTIAL 1 1.00
General Plan Maintenance Fee-Building 1 6.65
$233.18
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_Templale.rpl Page 1 of 1
K APPLICATION
City Menifee Menifee
Building Dept. � ' ,GI '
DATEFEB O 20?)0182018 PERMIT/PLAN CHECK NUMBER (S'001-r04
PE: ❑COMMERCI ❑✓ RESIDENTIAL MULTI-FAMILY ❑MOBILEHOME ❑POOL/SPA ❑SIGN
DITION ❑ALTERATION []DEMOLITION []ELECTRICAL ❑MECHANICAL
❑✓ NEW ❑PLUMBING ❑RE-ROOF-NUMBER OF SQUARES
DESCRIPTION OF WORK Demo Pilaster, Extend Block Wall by 15'&Rebuild Pilaster
PROJECTADDRESS 30252 Big Country Drive
ASSESSOR'S PARCEL NUMBER LOT 18 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? ❑✓ YES❑NO
BUSINESS NAME
ADDRESS
PHONE EMAIL
CONTRACTOR'S STATE LIC NUMBER 770126 LICENSE CLASSIFICATION B
VALUATIONS S 1,296.00 SQ FT 72 L SQ FT
APPLICANT'S SIGNATURE DATE 01/31/2018
CITY STAFF USE ONLY
DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER
BUILDING PLANNING ENGINEERING FIRE GREEN SMIP
INVOICE PAID AMOUNT AMOUNT OCASH -,CHECK# OCREDITCARD VISA/MC
PLAN CHECK FEES PAID AMOUNT O CASH O CHECK# O CREDITCARD VISA/MC
OWNER BUILDER VERIFIED --YES NO DL NUMBER NOTARIZED LETTER 0 YES O NO
City of Menifee Building&Safety Deportment 29714 Houn Rd. Menifee, CA 92586 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 @a EXP C
REBAR NO DESIGN CRITERIA PER THE2016 CBC:
• DO NOTRUN HORIZONTAL REINFORCEMENT THROUGH 1. AI LOWABLESOl1 BEARING PRESSURE=1000 PSF + 100 PSFFOR EACHADDITfONAL FOOT
WALL RETURNS B CONSTRN 84R ACCORDING
OF FOUNDATION WIDTH FOR A MAXIMUM OF300D PSF PER SOILS REPORT.
• PROVIDE DOWEL B DROP-IN JOINTS, N D OF TO DETAILS
ATEAG7/SIDE DECONTROL JOINTS,ENDS OF WALLS AND 1. EQUIVALENT RUlD PRESSURE=95 PSF PER SOILS REPORT.
@WALL HEIGHTCHANGLS.SEE REBAR SCHEDULE FOR 3. ALLOWABLE LA TERAL PASSIVE PRESSURE=300 PSF MINUS#PER SOILS REPORT.
BAR 5=.. 4. GROUT57RMGTH=2000 PSI @ 28 DAYS.
• DECREASE VERTICAL DOWEL AND DROP-IN REB4R SPACING 5. REINFORCINGSTEEL:GRADE60.
BYB"01CFOR SLUMP BLOCK 6. SEISMIC-1 SEC.ACCELERATION=70%EARTH COEFFICIENT OF FRIC77ON=0.3 PER REP.
7. MASONRY COMPRESSION STRENGTH,F'm=2000 PSI. NO SPECIAL INSPECTION REQUIRED.
GENERAL NOTES:
O®—OPTIONAL FLAT CAP 1. CONCRETE BLOCK SHALL CONFORM TO AS774 C 90.WEDGELOCK
BLOCK,SLUMP SLOCKAND SPLITFACEBLOCKAREACCEPTABLE.
2. CONCRETE FOR FOOTING SHALL BE I PART CEMENT TO 2-112 PARTS
SAND TO 3-112 PARTS GRAVEL WTHA MAXIMUM OF 1-112 GALLONS
OF WATER PER SACK.FOR TIANO CEMENTSHAU.CONFORM TO ASTM
C 150 TYPE ITIV.FC=2500 PSI
6816 OR 6616 CMU GROUTED 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO A5TMA
ONLY @ VERT 57EEL 615 GRADE 60.PROVIDE 48 BAR DIAMErER LAP.
4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH
T IS LOCATED.
S. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WTH
L 1— #4-DROP-IN BAR @ 32"O/C VERTICAL CON77NUTY OF THE CELLS UNO.
@ CENTER OF CMU
6. AL[BCOLYCCFTTcCONTAINING VERRCAC REBAR SHALL BESOLTD
GROUTED.
#6 STD JOINT REINFORCEMENT
@ 24.01C(3 PLACES).USE#5 Z USE TYPES MORTAR PROPORTIONED USING ASTM C 270 PART
STD.FOR SLUMP BLOCK CEMENT TO 112 PARTLIME TO+112 PAR75 OR MC,LOOSE SAND.
8. GROUT FOR CONCRETE BLOCK PERASTM C 476 TO BE PART
03 CEMENT TO 3 PARTS SAND(GROUT MAY CON TAIN2 PART5318"PEA
�p GRAVEL IF WEATHER CONDITIONS AREFA VORABLEAND BLOCK
UNOBSTRUCTED CELL SIZEI5 SUFFICIENT TOALLOW GOOD GROUT
NOTE: FLOW).WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW
FOR SIDEYARD RETURN WALLS WHERE WlTHOUTSEGREG4770N OF THE CONSTITUENTS.
DRAINAGESWALE OCCURE5,A U2 BLOCK y BLOCK STEM MAYBE WET-SETT-112"INTO THE FOOTING WHILE THE
tEQUALEQUAL
Y LEFT EFTNDUT 4 DR UF OP-IN B E.PROVIDE CONCRETE IS PLASTIC BLOCK STEM MAY BE PLACED TO En HER EDGE
DOWELND#4 DROP-IN BAR ON EACH
112 BLOCK ORRIN. OF THE TRENCH TYPE FOOTING.
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
OR ON COMPACTED FILL WTHA MINIMUM COMPACTONOF90%.
WEL @ 32"O/C 34"I 11. FIRST INSPECTION TO BE AFTER F0077NG TRENCHES ARE RFADYFOR
TER OFCMU. L CONCRETEAND ALL REQUIRED STEEL IS TIED INPLACE.SECOND
10" INSPECTION TO BE WHEN THE REQUIRED VERTICAL ISINPLACEAND
THE BLOCK WALL lS READY TO GROUT.
2 11. PROWOE20'O/CMAX7MUM LONIROL JOINTSPACING.
LEVEL GRADE
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approval f these plans shall no
NOTE:DIMENSIONS ARE NOT705CALE I appro-131 of.any violation of any p ovisior �. WON�li6f}y,HYRA CM
saeCordinances. This et ofapprovedm,#mg sgrmYq
DETAIL #Y ,,mpletion. C17Y OF MENIFEE,CALIFORN
ORCO STD 6'-8" MAX CMU SITE WALLS W/ TRENCH FOOTING
FOR 110 MPH 3 SEC. GUST @ EXP C
RERAR NOTE: DESIGN CRITERIA PER THE2016 CBC:
• DO NOT RUN HORIZONTAL REINFORCEMENT THROUGH 1. ACCOWABLESOIL BEARING PRESSURE=2000 PSF +100 PSF FOR FACHADDITIONAL FOOT
WALLDEDOWEL CONSTRUCTION ACCORDING
OFFOUNDA77ON WIDTH FOR A MAXIMUM OF3000 PSF PER SOILS REPORT.
• ATE4CH DOWEL B ONT?OL JOIN IS,
TO DETAILS 2 EQUIVALENT FLUID PRESSURE=45PSF PER SODS REPORT.
AT FA CH SIDEOFCONTROL JOINTS,ENDS OF WALLSAND
@ WALL HEIGHT CHANGE£SEE REBAR SCHEDULE FOR 3. ALLOWABLE LATERAL PASSIVE PRESSURE=300 PSF MINUS 3 PER SOILS REPORT.
BAR S=.. 4. GROUTSTRENGTH=2000 PSI @ 28 DAYS.
• DEGREASE VER77CAL DOWEL AND DROP-IN REBAR SPACING 5. REINFORCINGSIEEL:GRADE60.
BYB°O/C FOR SLUMP BLOCK. 6. SEISMIC-1 SEC ACCELERATION=70%;EARTH COSTICIENTOFFRICRON=0.3 PER REP.
7. MASONRYCOMPRESSION STRENGTH,f'a=2000 M. NO SPECIAL INSPECTION REQUIRED.
--I — OPTIONAL FLATCAP GENERAL NOTES:
1. CONCRETE BLOCTKSHALL CONFORM TOASTM C90. WEDGELOCK
6816OR 6616 CMU GROUTEDBLOCK,SLUMP BLOCCAND SPLTTFACEBLOCKAREACCEPTABLE.
ONLY@VERTSTEEL 2. CONCRETE FOR FOOTING SHALL BE PARTCEMENT TO 2-V2 PARTS
SAND TO 3-112 PARTS GRAVEL WIDT A MAXIMUM OF1412 GALLONS
OF WATER PER SACK PORTLAND CEMENTSHALL CONFORM TO ASTM
#4 DROP-IN BAR @ 32"0/C C150 TYPEITA!R=2500 PSI
@ CENTER OF CMU
3. REINFORCJNG57EEL SHALL BE DEFORMED AND CONFORM TO ASTMA
615 GRADE60.PROVJDE48 BAR DIAMETER LAP.
4. REBAR SHALL BE CENTERED IN THE CONLTIETE BLOCK CELL IN WHICH
LTISLOCATED.
S. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH
VERTICAL CONTINUITYOFTHECELIS UNO.
6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BESOLID
A'6STDJOINTRETNFORCEMENT GROUTED.
ti @ 24"O/C(3 PLACE).USE#5 7, USE TYPES MORTAR PROPORTIONED USINGASTM C270 PART
STD.FOR SLUMP BLOCK CEMENT TO 112 PART LIME TO 4-112 PARTS DAMP,LOOSESAND.
x
8. GROUT FOR CONCRETE810CKPO2 ASTMC4767O BEI PART
CEMENT TO PARTS SAND(GROUT MAYCONTAW 2 PARTS3/8-PEA
GRAVEL IFWEATHER CONDITIONSAREFAVORABLEAND BLOCK
NO
UNOBSTRUCTED CELL SIZE ISSUFFICIENT TO ALLOW GOOD GROUT
FLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT ROW
b FOR SIDEYARD RETURN WALLS WHERE WITHOUTSEGREGATION OF THE CONSTITUENTS.
DRAINAGESWALE OCCURES A 112 BLOCK
MAY LEFTOUT@ SWALE GRADE.PROVIDE 94 DOWEL AND#4 DROP-IN BAR ON EACH 9. BCOCKSTEM MAY BE WET-SET I-1/2"INTO THEFOOTTNG WHILE THE
SIDE OF THE 112 BLOCK DRAIN. CONCRETELSPLASTIC BLOCKSTEMMAYBEPLACED TOETTHER EDGE
OF T HE TRENCH TYPE FOOTING
10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL
#4 DOWEL @ 32"O/C
CENTER OFONU OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF90%.
@
S'-l• 11. EIRSTINSPECRON TO BEAfTER FOOTING 7RENCHfSARfRFADYFOR
00 CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE SECOND
INSPECTION TO BE WHEN THE REQUIRED VERTICAL 15IN PLACEAND
THE BLOCK WALL I5READY TO GROUT.
7
f 12. PROVIDE20'O/C MAXIMUM CONTROL JOINT SPACING.
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"7'MIN.TO DAYLIGHT approval A any violation o any provisions
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8' ran and ordinances. This s�*A2Pfi�',RfNu6t@4 k4AWN*H
CONT NOTE:DIMENSIONSAREWTTOSCALEp letlon. TRACT36485-3(PA 14)
Ems= rA
CITY OF MENIFEE,CALIFORNIA
ORCO 6'--8" HIGH 16"SQ. PILASTER W/SPREAD FOOTING
FOR I10185 MPH EXPOSURE C WIND
DESIGN CRITERrA PER THE 2015 CBC. GENERAL NOTES:
1. ALLOWABLESOR BEARING PRESSURE=2000 P5F + l00 PSF 1. CONCRETE BLOCK SHALL CONFORM TO ASIM C 90.WEDGELOCK BLOCK SLUMP
PER EA.ADDITIONAL Fr.OF FOOTING WIDTH PER SOILS REP. BLOO(AND SPLITFACE BLOCK ARE ACCEPTABLE.
2. EQUIVALENT FLUID PRESSURE=45 FSF PER SOILS REPORT.
3. ALLOWABLE LATERAL PASSIVE PRESSURE=300 PSF.MINUS Z CONCRETE FOR F0077NGSHALL BE PART CEMENT 702-112 PAR75S4ND TO 3-112
PER SOILS REPORT. PARTS GRAVEL WITH A MAXIMUM OF 1-112 GALLONS OF WATER PER S4CK.
4. GROUTSTRENGTH=2000 PSI @ 28 DAYS. PORTL4ND CEMENTSHALL CONFORM 70 AS7MC 150 TYPEII/V.Fc=2500 PSI
5. REINFORCING STFFI :GRADE 60. 3 REINFORCING STEEL SHALL BEDEFORMED AND CONFORM TO ASTMA 615 GRADE 60
OFFRICI .
6. SEISMIC7 I SEC ACCELERATION=SON=0.3 PER SOILS REPORT.7OM
EARTH COEFF/C7ENT PROVIDE48 BAR DIAMETER LAP.
7. MASONRY COMPRESSIONSTRENGTH,C' =2000P57. NO 4 REBAR SHALL BECENTEREDIN THE 07NCRETEBLOCKCELLBV WHIOIITIS
SPECIAL INSPECTION REQUIRED. LOCATED
5. CONCRETEBLOCKSHALL BE LAID IN RUNNING BOND PATTERN WITH VER77CAL
CONTINUITY OF THE CELLS UNO.
OPTIONAL CAP
6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED.
CM 616 7. USE TYPE 5MORTAR PROPOR77ONED USING ASTM C270 PART CEMENT TO 1/2 PART
PILASTER I68I0 OR HU LIME TO 4-112 PARTS DAMP,LOOSESAND.
SOLID GROUTED. 8. GROUT FOR CONCRETE BLOCK PER AST74 C476 TO BE 1 PARTCEMENT TO PARTS
SEE DIAGRAM
BELLOW SAND(GROUT MAYCONTAIN 2 PARTS 318"PEA GRAVEL IF WEA7HER CONDITTONS
B AREFAVOR48LEAND BLOCK UNOBSTRUCTED CELL SIZEISSUFFICENT TO ALL
GOOD GROUTFLOW). WATER SHALL BEADDED TO PRODUCEGOOD GROUTFLO
KTTHOUTSEGREGA77ON OF THE COA677TUENTS.
CLR. 9. BLOCKSTEM MAYBE WET-SETI-112"INTO THE FOOTING WHILE 7HEC•ONCR
(4)#4 VERT. PLASTIC.BLOCK=M MAYBEPIACED TO ETTHER EDGEOF THE TREAUV TYPE
DROP-IN BARS FOOTING.
ti
x 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SO4 OR ON
COMPACTED FILL WITH MINIMUM COMPAC77ON OF 90%.
W
x 11. FIRST INSPECTION TO BE AFTER F0077NG TRENCHESARE READ Y FOR CONCRETE
k AND ALL REQUIRED STEEL IS TIED IN PLACE.SECOND INSPECTION TO BE WHEN
F REQUIRED VFR71CAL IS IN PLACE AND THE BLOCK WALL IS READY TO GROUT.
12. PROVIDE 20'01C MAXIMUM CONTROL JOINT SPACING.
i
#4 DOWELS W/74'MIN '
EXTENSION INTO CMU. 16816 OR 16616 PILASTER CMU
J (SOLID GROUTED)
�o
EOUA EQUAL
2
F
(d)94 VERTICAL
Z __ (AS SHOWN)
MAX MASTER CROSS
LF MENIFEE
<.:/.. SECTION DETAIL
BUILD!NG AND SAFETY DOAT ENT
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City of�)!anifee `�� JE UG m
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SQUARE FOOTING �ll� ! 4) mFEB p J
NO. 83660
NOTE:DIMENSIONSARENOT TO 501LE. { -
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I ,urcva�ai;hese plans shall not 'l�o ^truilPCoIdd�/p'2°rinit �F
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o Go fanypro mT; f*rma YP
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ni completion,
DETAIL #2Alt
TRIBUTE AT AUDIE MURPHY RANCH
TRACT 36485-3(PA14)
CITYOFMENIFEE, C9LIFORIM