PMT17-00239 City of Menifee Permit No.: PMT17-00239
29714 HAUN RD. Type: Mobile Home
�/-ICCELA? MENIFEE,CA 92586
Wk.— MENIFEE Date Issued:
01/26/2017
PERMIT
Site Address: 33961 ZEIDERS RD, MENIFEE, CA 92584 Parcel Number: 384-170-013
Construction Cost: $3,100.00
Existing Use: Proposed Use:
Description of PERMANENT FOUNDATION TO EXISTING MOBILE HOME
Work: SERIAL#:CAVAZD070603U HUD#:ARZ330577
SERIAL#:CAVAZD070603X HUD#:ARZ330576
Owner Contractor
ARNOLD&KIMBERLY PARRIS FOUNDATION BRACES INC
33961 ZEIDERS ROAD 26206 VISTA PLACE
MENIFEE, CA 92584 HEMET, CA 92545
Applicant Phone:9519261315
IVAN MONTES License Number:926465
FOUNDATION BRACES INC
26206 VISTA PLACE
HEMET,CA 92545
Fee Description Qtv Amount(1)
Manufactured Permanent Foundation 1 240.72
Permit Fee 1 27.00
$267.72
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 builtding operations being carried on thereunder when in violation of the Building Code or of any other
ordinance of City of Marilee.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_Peonit_Template.rpt Page 1 of 1
CITY OF MENIFEE
LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects
I hereby affirm under penalty of perjury that I am under provisions of with a licensed contractor(s)pursuant to the Contractors State License Law).
Chapter9(commencing with section 7000)of Division 3 of the Business and ❑I am exempt from licensure under the Contractors State License Law for
Professions Code and my license Is in full force and effect. the following reason:
License Gass C--k-7 License No. Z u 6 By my signature below I acknowledge that,except for my personal residence
Expires Signature_ J in Which l must have resided for at least one year prior to completion of
WORKER'S COMPENSATION DECLARATION improvements covered by this permit.I cannot legally sell a structure that 1
have built as an owner-builder if it has not been constructed in its entirety by
❑1 hereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section
have and will maintain a certificate of consent of self-insure for workers 7044 of the Business and Professions Code,is available upon request when
compensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following website:
by Section 3700 of the Labor Code,for the performance of work forwhich www.Ieginfo.ca.gov/calavv.htmL permit is Issued.
Policy# q 6d 2 1 1 Date
D I have and will maintain workers compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT
section 3700 of the Labor Code,for the performance of the work for which ❑By my signature below I certify to each of the following:I am the property
this permit is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this
number are: F� application and the information I have provided is correct.I agree to comply
Carrier C Nd tJ� with all applicable city and county ordinances and state laws relating to
building construction.I authorize representatives of this city or county to
Policy# A d ri 7��' Expires ( enter the above identified property for inspection purposes.
(This section need notto be completed is the permit is for one-hundred Date
dollars($100)or less PROPERTY OWNER OR AUTHORIZED AGENT
o I certify that in the performance of the work for which this permit is issued,
I shall not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE#
workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION
subject to the workers compensation provisions of Section 3700 of the Labor
Code,I shall fo_rtl§with comply With those provisions. Will the applicant or future building occupant handle hazardous material or a
Applicant Date� mixture containing a hazardous material equal to or greater that the
z amounts specified on the Hazardous Materials Information Guide?
WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS ❑Yes D No
UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES Will the intended use of the building by the applicant or future building
AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN occupant require a permit for the construction or modification from South
ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District ruction or See permitting checklist
IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES fo ast Airllnes
Qua
CONSTRUCTION LENDING AGENCY o Yes ❑No
I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility be within 1000 feet of the
lending agency for the performance of the work which this permit is issued outer boundary of a school?
(Section 3097 Civil Code) ❑Yes o No
OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD
I hereby affirm under penalty of perjury that I am exempt from the permitting checklist.I understand my requirements under the State of
Contractors License Law for the reason(s)indicated below by the Califomia Health&Safety Code,Section 25505 and 25534 concerning
checkmark(s)I have placed next to the applicable item hazardous material reporting.$)(Section 7031.5 oyes o No
Business and Professions Code).Any city or county that requires a permit to Date
construct,alter,improve,demolish or repair any structure,prior to its PROPERTY OWNER OR AUTHORIZED AGENT
issuance,also requires the applicant for the permit to file a signed statement
that he or she is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING IRRPI
License Law(Chapter 9(commencing with Section 7000)of Division 3 of the The EPA Renovation,Repair and Painting(RRP)Rule requires contractors
Business and Professions Cade)or that he or she is exempt from licensure receiving compensation for most work that disturbs paint in a pre-1978
and the basis for the alleged exemption.Any violation of Section 7031.5 by residence or childcare facility to he RRP-certified firms and comply with
than
Applicant for a permit subjects the applicant to a civil penalty of not more required practices.This includes rental property owners and property
than($500). managers who do the paint-disturbing work themselves or through their
o 1,as owner of the property,or my employee with wages as their sole employees.For more information about EPA's Renovation Program visit:
compensation,will do( )all of or( )portion of the work,and the structure is www.epa.eoy/lead or contact the National Lead Information Center at
not intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323).
Code;The Contractors State License Law does not apply to an owner of a ❑An EPA Lead-Safe Certified Renovator will be responsible for this project
property who,through employees'or personal effort,builds or improves the
property provided that the improvements are not intended or offered for Certified Firm Name:
sale.If,however,the building or improvement is sold within one year of Firm Certification No.:
completion,the Owner-Builder will have the burden of proving that it was
not built or improved for the purpose of sale. ❑No EPA Lead-Safe Certified Firm is required for this project because:
D I,as owner of the property am exclusively contracting with licensed
contractors to construct the project(Section 7044,Business and Professions
Code:The Contractors State License Law does not apply to an owner of a If your project does not comp
ly with EPA RRP rule please fill out theitRP
Acknowledgement.
APPLICATIONBUILDING & SAFETY PERMIT/PLAN CHECK
Menifee
DATE ZOOTA 2.011 PERMIT/PLAN CHECK NUMBER
TYPE: O COMMERCIAL 'RESIDENTIAL O MULTI-FAMILY O MOBILE HOME -- POOL/SPA O SIGN
SUBTYPE: O ADDITION ALTERATION O DEMOLITION O ELECTRICAL ') MECHANICAL
O NEW O PLUMBING O RE-ROOF-NUMBER OF SQUARES nifee
DESCRIPTION OF WORK �, MA���r D�T(Jflik���rJ To (jC>;,�(���& Sa ty Dept.
JAN 2 6 2017
PROJECTADDRESS -
ASSESSOR'S PARCEL NUMBERrl,q 1+--�-m���`'`pp- � LOT i•I,c.-Cr?,f� Q1lGlQ$�,S 3
OWNERNAME C7jCy_ -
ADDRESS S,AW6E A-5 F"j_CST
PHONE ��i� �21iCaj�Zj�� `MAIL
APPLICANT NAME G
ADDRESS
PHONE EMAIL K �t\ty-"RaotaV Q(% 1mjbgE! U
CONTRACTOR'S NAME OWNER BUILDER? YES+k.�9O
BUSINESS NAME—'A^C�;phi rWei�-LA- lr -
ADDRESS
((� 1Cg V� ! (jP_ ��—W f IL-Ac -
PHONE RrD 1^ C1 Y2,�Q` 13 `pS� p �[ EMAIL
CONTRACTOR'S STATE UC NUMBER VG fk -L (a5 LICENSE CLASSIFICATION c_Lq
VALUATION$ G �� SO FT NA L SO FT
APPLICANT'S SIGNATURE DATE Z,Cfl17
J_ ;Y�STAFF USE ONLY
DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER
BUILDING PLANNING ENGINEERING FIRE I GREEN SMIP
INVOICE AMOUNT �(^Q-J• PAIDAMOUNT ^^
6 OCASH OCHECKN ^CREDIT CARD VISA/MC
PLAN CHECK FEES PAIDAMOUNT O CASH OCHECK# OCREDITCARD VISA/MC
OWNER BUILDER VERIFIED O YES O NO DL NUMBER NOTARIZED LETTER O YES 0 NO
City of Menifee Building& Safety Department 29714 HDUn Rd. Menifee, CA 92596 951-672-6777
www.cityofinenifee.us Inspection Request Line 951-246-6213
Property Information Center Page 1 of 1
Monday.January 30,2017
Search Again
Property Information Center
Property Information for the 2014-2015 tax year as of January 1,2014
Property Information Assessed Value Information
Parcel Number: 384170013-3
Property Address: 33961 ZIEDERS RD Land 64,909
MENIFEE CA 92584 Structure 98,473
Legal Description: WA Full Value 163,382
Property Type: WA Total Net 163,382
Assessment Description: 2007 CAVCO Assessment Information
Year Built 2007 Assessment Number: 384170013.3
Square Feet 1248 Tax Rate Area: 026-018
Bedroom: 3 Taxability Code: 0-00
Bath: 2.0 Base Year: 2000
Pool: N Parcel Map
Lot Sire: 0.77 Acres View Parcel Map
Sales Information
Last Recorded Document06/2014
Recording Number. 0216796
Related Property Information
City Sphere: MENIFEE Tax Assessment District NIA
Supervisorial District MARION ASHLEY
Landuse Designation:CITY
Agriculture Preserve: NOT IN AN AGRICULTURE
PRESERVE
School District: MENIFEE UNION&PERRIS
UNION HIGH
Water District EMWD
Fema Flood Plan: FLOOD ZONE
http://pic.asrclkrec.coin/KSearchDetails.aspx?Assessment=384170013 1/30/2017
enofee GS
Searcla
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Features Selected: 1 Zoom Clear
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Site Address: 33961 ZEIDERS RD
City. iMEVI FEE
Zip. 92584
Type. Mobile Home
Legal.
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Riverside County Parcel Report Page 1 of 5
Riverside County Parcel Report Date: Monday,January30,
Report 2017
APN 384-170-013
Disclaimer
MAPS/IMAGES
P,T rt NI/
C
I � .r
m ANivi� IR' M►=yam ANNIE IR
_.
O
R
r-
II
i hI ,I
I - , I
PARCEL
APN 384-170-013-3 Supervisorial District MARION ASHLEY,
2011 DISTRICT 5
Supervisorial District JEFF STONE, DISTRICT
2001 3
Previous APN 359100008 Township/Range T6SR3W SEC 22
Address 33961 ZIEDERS RD Elevation Range 1,584 - 1,588
MENIFEE, CA 92584
Mailing Address See situs address Thomas Bros. Map PAGE: 898 GRID: E3
Page/Grid
Legal Description Recorded Page: Not Indian Tribal Land Not In Tribal Land
Available
Subdivision Name:
Lot/Parcel: Not
Available
Block: Not Available
Tract Number: Not
Available
Lot Size Recorded lot size is city City Boundary:
0.77 acres Boundary/Sphere MENIFEE
Not within a City
Sphere
Annexation Date: Not
Applicable
LAFCO Case #: 2007-
40-3&5
Proposals: Not
Applicable
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Riverside County Parcel Report Page 2 of 5
PARCEL
Property Constructed: 2007 March Joint Powers NOT WITHIN THE
Characteristcs Baths: 2.00 Authority JURISDICTION OF THE
Bedrooms: 3 MARCH JOINT POWERS
Central Cool: Y AUTHORITY
Central Heat: Y
Const. Type: WOOD
FRAME
Prop Area: 1248 Sq Ft
Roof Type:
COMPOSITION
Stories: 1
County Service Area Not in a County Service
Area
PLANNING
Specific Plans Not within a Specific Historic Preservation Not in an Historic
Plan Districts Preservation District
Land Use CITY Agricultural Not in an agricultural
Designations Preserve preserve
General Plan Policy Not in a General Plan Redevelopment Not in a
Overlays Policy Overlay Area Areas Redevelopment Area
Area Plan (RCIP) Sun City/ Menifee Airport Influence Not in an Airport
Valley Areas Influence Area
General Plan Policy None Airport Compatibility Not in an Airport
Areas Zones Compatibility Zone
Zoning See the city for more Zoning Districts and Not in a Zoning
Classifications (ORD. information Zoning Areas District/Area
348
Zoning Overlays Not in a Zoning Overlay Community Advisory Not in a Community
Councils Advisory Council Area
ENVIRONMENTAL
CVMSHCP (Coachella NOT WITHIN THE WRMSHCP (Western Not in a Cell Group
Valley Multi-Species COACHELLA VALLEY Riverside County
Habitat Conservation MSHCP FEE AREA Multi-Species
Plan) Plan Area MSHCP Plan Area Habitat Conservation
Plan) Cell Group
CVMSHCP (Coachella Not in a Conservation WRMSHCP Cell None
Valley Multi-Species Area Number
Habitat Conservation
Plan) Conservation
Area
CVMSHCP Fluvial Not in a Fluvial Sand HANS/ERP (Habitat None
Sand Transport Transport Special Acquisition and
Special Provision Provision Area Negotiation
Areas Strategy/Expedited
Review Process)
WRMSHCP (Western None Vegetation (2005) Developed or Disturbed
Riverside County Land
Multi-Species Habitat
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Riverside County Parcel Report Page 3 of 5
ENVIRONMENTAL
Conservation Plan)
Plan Area
FIRE
Fire Hazard Not in a High Fire Area Fire Responsibility Not in a Fire
Classification (Ord. Area Responsibility Area
787)
DEVELOPMENT FEES
CVMSHCP (Coachella NOT WITHIN THE RBBD (Road& SCOTT, B
Valley Multi-Species COACHELLA VALLEY Bridge Benefit
Habitat Conservation MSHCP FEE AREA District)
Plan) Fee Area (Ord MSHCP Fee Area
875)
WRMSHCP (Western IN OR PARTIALLY DIF (Development SUN CITY/MENIFEE
Riverside County WITHIN THE WESTERN Impact Fee Area
Multi-Species Habitat RIVERSIDE MSHCP FEE Ord. 659)
Conservation Plan) AREA. SEE MAP FOR
Fee Area (Ord. 810) MORE INFORMATION
Western TUMF IN OR PARTIALLY SKR Fee Area In or partially within an
(Transportation WITHIN A TUMF FEE (Stephen's Kagaroo SKR Fee Area
Uniform Mitigation AREA. SEE MAP FOR Rat Ord. 663.10)
Fee Ord. 824) MORE INFORMATION.
SOUTHWEST
Eastern TUMF NOT WITHIN THE DA (Development Not in a Development
(Transportation EASTERN TUMF FEE Agreements) Agreement Area
Uniform Mitigation AREA
Fee Ord. 673)
TRANSPORTATION
Circulation Element IN OR PARTIALLY Road Book Page 75
Ultimate WITHIN A
Right-of-Way CIRCULATION
ELEMENT RIGHT-OF- Transportation Not in a Transportation
WAY. SEE MAP FOR Agreements Agreement
MORE INFORMATION.
CONTACT THE
TRANSPORTATION
DEPT. PERMITS CETAP (Community Not in a CETAP Corridor
SECTION AT(951) and Environmental
955-6790 FOR Transportation
INFORMATION Acceptability
REGARDING THIS Process) Corridors
PARCEL IF IT IS IN AN
UNINCORPORATED
AREA.
HYDROLOGY
Flood Plan Review Not Required Watershed SAN JACINTO VALLEY
Water District EMWD California Water None
Board
Flood Control District
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Riverside County Parcel Report Page 4 of 5
HYDROLOGY
RIVERSIDE COUNTY
FLOOD CONTROL
DISTRICT
GEOLOGIC
Fault Zone Not in a Fault Zone Paleontological Low Potential:
Sensitivity FOLLOWING A
LITERATURE SEARCH,
RECORDS CHECK AND
Faults Not within a 1/2 mile of A FIELD SURVEY,
a Fault AREAS MAY BE
DETERMINED BY A
QUALIFIED
VERTEBRATE
Liquefaction No potential for PALEONTOLOGIST AS
Potential Liquefaction exists HAVING LOW
POTENTIAL FOR
CONTAINING
SIGNIFICANT
Subsidence Not in Subsidence Area PALEONTOLOGICAL
RESOURCES SUBJECT
TO ADVERSE IMPACTS.
MISCELLANEOUS
School District MENIFEE UNION Tax Rate Areas 026018
CITY OF MENIFEE
CITY OF MENIFEE FIRE
PROTECTION
CO FREE LIBRARY
Communities Menifee CSA 145 MENIFEE
CSA 152
CSA 33 MENIFEE
CSA 86 MENIFEE
EMWD
WD IMP
Lighting (Ord. 655) Zone B, 25.88 Miles FIOOD CONDTROL21
From Mt. Palomar ADMIN
Observatory FLOOD CONTROL ZN 4
GENERAL
GENERAL PURPOSE
MENIFEE SCHOOL
MT SAN JACINTO JR
COLLEGE
MWD EAST 1301999
2010 Census Tract 043279 PERRIS AREA ELEM
SCHOOLFUND
PERRIS JR HIGH AREA
FUND
PERRIS UNION HS
PERRIS VALLEY
Farmland OTHER LANDS CEMETERY
RIV CO REGIONAL
PARK&OPEN SP
RIVERSIDE CO OFC OF
EDUCATION
Special Notes No Special Notes SAN JACINTO BASIN
RESOURCE CONS
SO. CALIF,JT
(19,30,33,36,37,56)
PERMITS/CASES/ADDITIONAL
Building Permits
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Riverside County Parcel Report Page 5 of 5
PERMITS/CASES/ADDITIONAL
Case # Description Status
123171 ELECTRICAL SAFETY INSP FINALED
123171 ELECTRICAL SAFETY INSP FINALED
BXX013368 METAL STORAGE BUILDING (NO ELECTRIC) FINAL
BZ136424 DWELLING &ATTATCHED GARAGE FINAL
BZ163343 TRAILER HOOKUP FINAL
BZ168954 TRAILER PATIO FINAL
BZ168954 TRAILER PATIO FINAL
BZ173714 PRIVATE DETACHED STORAGE BUILDING FINAL
BZ175909 PRIVATE DETACHED GARAGE FINAL
BZ175909 PRIVATE DETACHED GARAGE FINAL
BZ92509 PERMANENT POWER POLE&PUMP MOTOR FINAL
Environmental Health Permits
Case# Description Status
No Environmental Not Applicable Not Applicable
Health Permits
Planning Cases
Case # Description Status
No Planning Cases Not Applicable Not Applicable
Code Cases
Case # Description Status
No Code Cases Not Applicable Not Applicable
http://tzvmagOl.riveoit.org/Riverside Report/PublicAPN_Report.aspx?APN=384170013&Lat=2173... 1/30/2017
Jul 61 12 10:29a 9516981100 p.1
Lawyers Title Co. Doc 0 199g-522076
11/30/1999 06:00e Fee:19.00
d40124-22 Page 1 of 2 Doc T Tax Paid
Order No. > Recorded In Official Records
Escrow No. > 8575 County of Rlverside
Gary L. Orao
QsleaaaP, Ccu ty Clerk d Raoorder
VA3WxEcoR°® MAIL'� JI�IIJUI�Ilit 1II�JJII�IJI1IIN�IIfIHI
> ARNOLD PARRIS
> KIMBERLY PARRIS
> e( $ D PAGE BQE a PCOA MDDOR MS ..MSG.
> 1 }!I
f�
MAM TAX &-MTWffl!N75 M- A R 1 coer inxo news nme PJW,
> ARNOLD PARRIS Documentary transfer tax is $89.10
> KIMBERLY PARRIS computed on full value of property
> conveyed. KP
Signet.. of Decl. .et or A9mt dat.minlag te:-ale Nn
GRANT DEED
City of IMenifee
'j FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged3uilding & Safety Depf.
DELENE SMROCK, A SINGLE WOMAN AN 2 6
20q?
hereby GRANTS) to / I,�
ARNOLD PARRIS AND KIMBERLY PARRIS. HUSBAND AND WIFE, AS JOINT TENANTS G fl� I:.JI
tA
..- 0 R+4O C PAP LID t\
the real property in the •ISTl OF BON CITY, County Of RIVERSIDE, STATE OF CALIFORNIA,
described as: 90
THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 22, To"sn" 6
SOUTH, RANGE 3 WEST, SAN DSRNADINO MERIDIAN, IN THE COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF DESCRIBED AS E%RIDIT -A^ ATTACHED HERETO
COMPRISED OF ONE PAGE APNt 359-100-008
SWUM
Data November 3, 1999
> DELENE SHROCF:
1
STATE OF CAllpOitN1A )8&
COUNTY OF—R 1✓E/:S/O.� 1 >
o.
>
Pelf delta t•ate(ae Pawd M tee o the bwfa of wtLtatlaq endure)N
he the rmoft(s) whaer as.w(s) Wan wbeaied to the wYhd bobua al d >
aedawiddad to tee am WaWdry sweealed the seat.to MwMNflrlrw uffhod (Ana below reaeA ad fnr material w.l) .
agwity(hee),and thrty hWhnplwle- IS velA as the Lworww W tiw peaa.e(a
w the fatal Cpow heialf of wWeh the penes adle4 cwwwW no taahanaat.
Vfn?(ESS aV le rd wW mRS"ad S CorrmhdM/IG%237
_ / Y No1WPub11::-Cahxnh
S4aaWe y ��✓.L�/ - MY C0=Mbgliw Feb 420M
G� p
Jul of is iu.[aa 9b1NJS11UU p.2
ORDER NO. : 03-440124 -22
SrnIEIT 8
LBGPJ. DBSCSSPTION
That portion of the Southwest quarter of the Southeast quarter of Section 22, Township 6
South, Range 3 West San Bernardino Meridian, according to the Official Plat thereof,
described as follows:
-Beginning at the Southwest corner of the Southeast quarter of the Southeast quarter of
said Section;
Thence North 330.00 feet;
Thence East 165.00 feet;
Thence South 198.00 feet to the center of drainage ditch;
Thence along bottom of the drainage ditch in a Southwesterly direction to the Point of
Begiasing.
E=ept that portion conveyed to the State of California for freeway purpose, recorded
July 161 2971 as Instrument No, 18288 of Official Records.
i
STATE OF CALIFORNIA-BUSINESS.CONSUMER SERVICES,AND HOUSING EDMUND G.BROWN JR GOVERNOR
DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT
DIVISION OF CODES AND STANDARDS '
Title Search
Date Printed: Jan 25,2017
Decal#: LBJ7653 Use Code: SFD
Manufacturer: CAVCO INDUSTRIES INC Original Price Code: APQ
Tradename: CAVCO Rating Year:
Model: CS-CLE4824B Tax Type: LPT
Manufactured Date: 11/09/2007 Last ILT Amount:
Registration Exp: Date ILT Fees Paid:
First Sold On: 12/05/2007 ILT Exemption: NONE
Serial Number HUD Label/Insignia Length Width
CAVAZD070603U ARZ330577 48'
CAVAZD070603X ARZ330576 48'
Record Conditions:
Park Purchase Fee Exemption granted
Registered Owner:
KIMBEARNOLD
P
R RIS
Q
IMBERLY PARRIS U
Joint Tenants with Right of Survivorship
33961 ZEIDERS RD
MENIFEE,CA 92584r
Last Title Date: 05/15/2008
Last Reg Card: 05/15/2008
Sale/Transfer Info: Price$55,290.00 Transferred on 12/05/2007
Situs Address:
33961 ZEIDERS RD
MENIFEE,CA 92584
Situs County: RIVERSIDE
***END OF TITLE SEARCH*** Page Number
i
City of Menifee
Building & Safety Dep .
SITE PLAN JAN 2 6 2017 0
PERMUNO.: - r cfaIVBd J
NAiVIE: ARNOLD PARRIS & IUMBERLY PARRIS PHONE:(951) 926-1315 L
SITE ADDRESS: 33961 ZEIDERS ROAD MENIFEE U-
ASSESSOR'S PARCEL NUMBER: 3&{ . �-to -DI'�
PROMENOURARROW REAR PROPE °LINE
Is
S CAR-
GE
D —�► 30X18 D
E E
P 45 552 P
R R VV
O O
P P r
E E
R R
T T
Y V
L L
EN-
N 9 CL >c N
E UU 25'x51' MFG. H0N(tj*FY DF ENIFEE E
BUILDIN 3 AND SAFETY DEPARTMENT
PLAN A PROVAL
u `o
REVIE D BY�J �
\ ,' DATE
i oto co > ,or an
FRONT PRa reva o, n , liv provisions of the federal,state or city
pp keptthe
Manufactured Home on a Permanent Foundation System on a lot zM 'PBP�'P rivennonal single-fami y residential dwelling must
comply with the following requirements: jobsite until completion.
A. Roofing Material. Any roof material permitted under Ordinance 457.90,except metal roofing,maybe utilized.
B. Siding Material. Any siding material permitted under Ordinance 457.90,except metal siding maybe utilized.
C. All manufactured homes shall be no less than 750 square feet.
D. The requirements of this section shall not apply if the manufactured home is already in place on lot.
i
® Xi2 Foundation System
Installation Instructions for California
for Ground & Concrete Systems
California Residential Code (CRC)2013 �
Wind 85 mph, Exposure C;
Seismic Design Category C & D O U
By Tie D?,w�Engineering Di
Sullding & Safety Dept. U
JAN 2 6 2017 �
Q�oFEss/0' O
Received \kQ�'�p k c. Fq�
C 30123 M
--� EXP 12-31- 1
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BUILDI G AND SAF - 1)10 R1 ` N
PLAN APPROVAL �`'
Xi2 Ground System ��, Engineer Approval
REVIEWED BY \I319 �i1 1
DATE
State Approval
LANUFAM.'RED H e O`. -:..] BILE HOS1E
`Approval of these plans shal!of:be construed to he a permit for,or an . FOi o-\TION s rS i L.Ni
approval of,any violationota pi isions of the federal,state or city MULTH AND SAFETY CODE,SECTION 19551
APPROVED
regulationn�rid ordinance; ` sA of approved plans must he kept on the
��-jo t�ntilsofppletiQn. ''
'\ APPROVAL DOES NOT AUTHORI713 OR APPROVE ANY
f\ OMISSIONS OR DECIATION FROM'RCQQUIREMEM OF
APPLICA34G STATE LAWS AND REGULATIONS
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Xi2 Concrete System
Page 1 of 8 0
TIE DOWN ENGINEERING 255 Villanova Drive SW Atlanta, GA 30336o
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Xi2 Foundation System
Installation Instructions for California
for Ground & Concrete Systems CRC-2013,
85 mph Wind Exposure C; Seismic Category C & D
By Tie Down Engineering
_ f
REQUIREMENTS:
• These plans and specifications meet the requirements of
r
Title 25 Section 1333 and Wind & Seismic Requirements, CRC 2013. G
• The Xi2 System, with either a concrete footer or the steel pan, is installed
at or in place of one of the piers required by the home manufacturer's set up
instructions. The systems must be placed as evenly as possible; when 4 systems are needed they are
to be installed on either the first or second pier in from each end of the home and when a 3rd or 5th system is
needed it should go approximately at the mid-point of the home. Components of the Xi2 system such as the
longitudinal strut and connecting hardware, may extend beyond the pier location.
• Maximum vertical projection at sidewall is 9'. Higher walls may be used when the design loads are
adjusted accordingly.
• Main rail spacing must be 75.5" —99.5" *Except 95"-99.5" for single section.
• The lateral and longitudinal components of the Xi2 System replace standard frame ties.Additional Vertical
anchor ties that are unique to a home's design may be required by the home manufacturer. These locations
may include shear walls, marriage line ridge beam support posts, and rim plates. Check manufacturers
set-up requirements.
• Maximum pier height is 48". Except 36" maximum for single sections.
• Steel piers must be fastened to the I-beam with clamps provided with steel pier.
• Designed for up to 7:12 roof slope. * Except 20 degrees max(4.37:12 pitch) for single section.
• Flood Zone: A,AE or AH Zone flood plain (riverine or inland flood area); Max flood velocity- 1 fps: No
waves, Bottom of home main beam is at or above BFE; bottom of main beam max 36" above natural
grade. Not suitable for V zones, coastal A zones or floodways. Install Tie Down Engineering anchors per table
(on page 8) to resist flotation.
• Designed to provide resistance to seismic Category C&D Earthquake Loads.
Additional Requirements for Concrete Systems
• Poured concrete must be 2,500 PSI minimum at 28 days.
• Square concrete pads minimum is 18" wide by 12" deep. Round concrete pads minimum is 18" wide by
14" deep. Strip footings minimum is 18"wide by 14' long by 6" deep. Full slab minimum is 4".
*Xi2 components exceed HUD code 3280.306g requirements stating "Anchoring equipment exposed to
weathering shall have a resistance to weather deterioration at least equivalent to that provided by a coating of
zinc on steel of not less than 0.30 ounces per square foot of surface coating...."
Page 2 of 8TIE 0
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rr rrive SW - Atlanta, GA 30336o
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Installation of Xi2 Ground Systems
1. Identify the number of systems to be used on the home using the chart provided.
2. Identify the location where the systems will be installed.
3. Clear all organic matter and debris from the pad site.
4. Place U-bolts through holes in pan provided.
5. Place pad centered under beam with the lateral start bracket towards the inside of the home.
6. Press or drive pan into ground until level and flush with prepared surface.
7. Build pier according to State, Local or Home Manufacturers guidelines.(Figure 1)
& Attach the end of the smaller tube to the inside of pan using U-bolt&nuts provided
9. Attach the flag end of the larger tube to the opposite 1-beam using the "J" bolt over the top of the 1-beam
with the nut&washer provided. (Figure 2)
10. Install a minimum of four(#12 x 1"tek screws)self-tapping screws into the holes provided in the lateral start so
that the two tubes are connected together. (Figure 1)
1-3/4"Tube
J-Bolt Nut& Washer
� � � l®1
Lateral 5trute Strut
(flag end)
1-1/2"Tube
4-#12x1"_ '/ 1
Tek Screws
1-Beam
Figure 2
U-Bolt&mounting -
Figure 1 Bracket
e
end d of Nptf7 - 11. Install frame bracket clamps to 1-beam on in
( side of block/pier. Do not tighten nuts at this time.
12. Attach longitudinal strut to U-bolt in pan using
nuts provided.
13. Insert strut in the frame bracket clamp, attach with
nut and bolt. Do not tighten at this time.
P
14. Pull the frame bracket clam with the fastened
E
strut outward to remove any slack.
15. Tighten all nuts and bolts on the struts and beam
clamps.
0 0.
Page 3 of 8
rIE r • Drive SW Atlanta, GA 30336o
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Xi2 Ground Parts Detail Xi2 Ground
Xi2 Ground Lateral System _ , , System
Part Number 59306 I `� #59306
Includes: 5' Strut, pad& hardware kit " \
(#59329-1 includes all nuts and bolts).
`I r
Longitudinal Hardware Kit {"'
Part Number 59331
Includes: 21-beam brackets ol o o
2 U-bolts with all nuts and bolts. -
�oggg �ongg
Lateral and Longitudinal Combination
Part Number 59333 Ground Longitudinal
Includes: 5' Strut, Pad, Longitudinal Strut Hardware Kit#59331
(#59329), Lateral and Longitudinal Hardware
Kit with all nuts and bolts. A
Longitudinal5trut
Struts for Longitudinal Systems #59330 94
Part Stnrt Pier Height #59330-65
No. Length Up To:
59330-44 44" 4 Blocks or 32"
59330-65 65" 6 Blocks or 48" Lateral&Longitudinal
For Double I Beam Attachment Use: Combination #59333
59352 Double Beam Longitudinal Bracket
29329-3 Double Beam lateral Ground kit ®400",
G-Beam Bracket Kit ® a ®�
For C or CH Beams use: #59618 0
59618 C Beam Bracket kit 0 goo 1400
Xi2 Stabilization Pier Placement for Ground or Concrete
i�---
�- 4th �_ j I ■
I YYY I
Xi2 Pier Placement
1 3rd I , 1 5th
I 1 I
1 �� � I I
Extra Pier Placement �■ i --L•J 4M
I
Single Section Home Double Section Home Triple Section Home
0-80'(76' Box) 4 Xi2 Systems 0-62, 3 Xi2 Systems* 0-62' 4 Xi2 Systems
63' -80' 4 Xi2 Systems 63'-80' 5 Xi2 Systems
'2 X12 systems can be placed at either end of the home.
Page 4 of 8
TIE DOWN ENGINEERING a 255 Villanova Drive SIM * Atlanta, GA
3033706
o
Offset Placement
Diagrams represent — —
examples of double and �—
triple section offsets.
Total size is determined 1
by the length of unit plus
offset. i
The number of systems
needed would be based ;
on Home Size Charts on
the bottom of page 4.
Installation of Xi2
Concrete Systems
1. Identify the number of systems to be used on _ v
the home using the chart provided.
2. Identify the location where the systems
will be installed.
3. Build pier according to State, Local or —
Home Manufacturers guidelines.
4. Drill two 3/8"x 3" deep holes in the concrete
using holes in galvanized bracket as a guide.
Attach bracket to concrete pad using 3/8"x
3-1/2" wedge anchors provided. Place nut&
washer on anchor, leave enough room
for 1 to 2 threads showing on top of bolt. Xi2 Concrete System
Using a hammer,tap the wedge bolts into hole
through bracket, leaving nut&washer flush
with bracket Using a 9/16"socket wrench,tighten wedge/anchor bolt,securing bracket
to the concrete.
5. Attach the end of the smaller tube to the bracket mounted on the pad,using the grade 5, 1/2"x
2-1/2"bolt/nut provided.
6. Attach the flag end of the larger tube to the opposite I-beam using the"J" bolt over the top of the
I-beam with the nut&washer provided. (Figure 1 next page)
7. Install a minimum of four(#12 x 1"tek screws)self-tapping screws into the holes o
provided in the lateral strut so that the two tubes are connected together a a
8. Install frame bracket clamps on I-beam on the inside of block/pier.
9. Insert strut in frame bracket clamp and attach with nut&bolt. Attach opposite end
to concrete bracket.
10. Pull the frame bracket clamp with fastened strut outward to remove any slack.
11. Tighten all nuts and bolts on system.
Page 5 of 8
TIE . . . X7 '0
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Xi2 Concrete Parts Detail
Part#59307 Xi2 Concrete
Includes: 5' Strut, Bracket, & Hardware Kit#59315-1 —' 5yotem
with all nuts and bolt.
Longitudinal Struts for -
4
"Concrete Systems"
Part No. Length Pier Height F '
#59013 44" up to 4 Blocks ice '
#59015 65" up to 6 Blocks =
Longitudinal Hardware Kit
Part#59263
Includes 2 sets per kit I-beam bracket, nuts,
bolts and washers ;
u
Lateral and Longitudinal Combination ;, _ ,_„ • ®i
Part#59332 Longitudinal
Includes: 5' Strut, Longitudinal Strut (#59364), Strut Concrete Longitudinal
Lateral and Longitudinal Hardware Hardware Kit
Kit with all nuts and bolts.
For Double 1 beam Attachment use: �g
59352 Double Beam Longitudinal Bracket �hd of No - " J
59329-4 Double Beam Lateral Concrete kit
Nut& Washer
'�1 Beam ClampBracket; I
J-Bolt
Figure f i1tu4s.7
- �k� J.R3
ao ,
Lateral
Longitudinal j
1-13eam - - - -
LL1I
Xi2 Installation Placement
Page 6 of 8
TIE m
. • VillanovaDrive Atlanta, GA 30336
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41
FEMA Flood Zones A, AE & AH . . Flotation Anchors Total
-- Single Section Anchors Per Side
Anchor placement to be the same on single 12'x 40'-16'x 80' 2
or multiple sections.Evenly spaced from the - -- Multiple Section
end of unit,between Xi2 placements. 20'x 40'-20'x 64' 2
24'x40'-24'x56' 2
When using concrete anchors in Lieu of ground auger anchors,the Mass of Concrete Over 56' 2
Per Anchor from chart would he:21.1 Cu.Ft.
(Example:3'x 3'x 2.5'=22.5'Cu.Ft.,2'dia.x 3.5'=22'Cu.Ft) 28'x 40'-28'x 48' 2
28'x 49'-28 x 72' 2
To Reduce the Mass of Concrete,increase the number of be downs proportionally. Over 72' 2
32'x 56'-32'x 64' 2
To Reduce concrete to 11 cu.ft.(Example:2.25'x 2.25'x 2.25'=11.4 Cu.Ft) Over 64' 2
double the required number of tie downs.
Concrete Anchors
Concrete must be 2500 PSI minimum slab with a 4"minimum thickness and must Cg a
allow 4725 lbs.of vertical tension on anchor without lifting.Minimum distance
from the anchor shaft to one edge of the slab is 4"from one edge and 6"from any I �J
other edge.MIJ2 anchor is designed to be installed into the concrete at the time it
is being poured.Slab must be 8"minimum thickness at location under anchor to
allow 5"embediment of"J"rod anchor.MICS2 anchor is designed to be installed rill
in dry concrete.Drill a 5/8"x 3"hole in the slab place expansion bolt in hole,place
washer and nut over bob and tighten until maximum expansion is achieved.
Remove nut and washer and place anchor head over exposed bolt and place
washer and nut back on threaded bolt and tighten nut -
MIJ2
Ground Anchors "J"Anchor MICS2
All Frame tie ground anchors must be stabilized to prevent horizontal slicing
through the soil.
1.Position anchor at a slight back angle so that when Fully installed,anchor
will be inside skirting wall.
2.For vertical or stabilized(Deepset)anchors,fully drive anchor into the
ground.Horizontal(Frame Tie)anchors install 2/3 of way in ground and -
install stabilizer plate vertically within 3"-4"of the shaft,parallel to home. � -
3.Drive anchor fully into ground until head rests on plate and attach strap.
Pretension strap to pull anchor against plate with head slightly over top.
Frame Tie with Buckle
1.Install strap by pushing the end between the inside of The frame
" r.beam and floor.
2.Position the buckle at the upper end of the"I"beam frame.Wrap the end of
the strap around the"I"beam.Thread the end of the strap through the slot
in the buckle as shown.Push the end of the strap in between the"I"beam
and floor. Stabilizer Deepset
3.Pull the strap,making certain the buckle stays in position.Thread loose Plate Anchor
end of strap through the slotted tensioning bait attached to the tension
head of anchor.Tighten slotted bolt a minimum of 4-5 turns until all slack
in strap is removed.
(. ' 2. 3 V o
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Page 7 of 8 ---` � C DV. DI075:083116
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Soil Classification Chart
Soil Soil Description Recommended Anchors and Stabilizers
Class Model# STK# Description
2 Sedimentary and Foliated Rock M1225518 59090 30"x 5/8" rod/2-4" helix
M12233/4 59095 30"x 3/4"rod/2-4" helix
59292 Stabilizer Plate
3 Sandy Gravel and/or Gravel M12H5/8 59080 48" x 5/8" rod/1 -6" helix
(GW and GP) M12H3/4 59085 48"x 3/4" rod/1 -6" helix
Deepset 59091 30"x 3/4" rod/2-4" helix with stabilizer cap
59292 Stabilizer Plate
4 Sand,Silty Sand,Clayed Sand, M12H5/8 59080 48" x 5/8" rod/1 -6" helix
Silty Gravel M12H3/4 59085 48"x 3/4" rod/1 -6" helix
Deepset 59092 36"x 3/4" rod/1 -4"&1 -6 helix with stabilizer cap
M148 59086 48"x 3/4" rod/2-4" helix
MI42 59128 42"x 3/4" rod 12-4"helix
59292 Stabilizer Plate
Higher class anchors can be used in lower class soils. Example; Class 4 anchors can be used in Class 3 soils.
The required flotation anchors shown in the table are in addition to any other anchors or hold down devices required by the
manufacturer.See requirements,bullet 5,page 2 of 8.
Xi2 Hardware Breakdown
#59329-1 Hardware for 59306 Lateral System #59315-1 Hardware for lateral System
1 84533Z U-Bolt 1/2-13 x 2.63 x 2.19 thread 1-3/4 zinc 1 10631Z J Bolt 1/2 x 5-1/2 Grade 5 zinc
4 10556 Tek Screw #12 x 1" 1 12107 Fiat Washer 1/2"SS
1 10631Z J Bolt 112 x 5-1/2 grade 5 zinc 4 10556 Tek Screw#12 x 1"
2 10640 Push Nut 1/2 2 10546Y Hex Nut 1/2x-13 Grade 5 zinc
1 12107 Flat Washer 1x2"SS 1 10826 Carriage Bolt 1/2-12 x 3 Grade 5 zinc
1 10646Y Hex Nut 1/2-13 grade 5 zinc ---------—-------—----—-----------—--------------—-------_.___
2 10519 Hex Nut 1/2"wl Serr flange #59027 Hardware Kit for 59307 Lateral System
—-------------—--------— _ 2 59264 3 Way Concrete Bracket
#59331 Longitudinal Hardware for 59306 4 10530 Wedge Anchor 3/8 x 3.50
2 59272-1 Beam Clamp Base 1 59315-1 Hardware Kit
4 59272-2 Beam Clamp Top Flange
8 10926 Carriage Bolt 1/2-12 x 1-1/4 Full Thread #59263 Longftudinal Hardware for 59307
10 10646Y Hex Nut 1/2-13 grade 5 zinc 2 59272-1 Beam Clamp Base
2 10801 Carriage Bolt 1/2-12 x 2-1/2 Grade 5 4 59272-2 Beam Clamp Top Flange
2 84533Z U-Bolt 1/2-13 x 2.63 x 2.19 thread 1-3/4 zinc 8 10926 Carriage Bolt 1/2-13 x 1-1/4 Full Thread zinc
4 10640 Push Nut 112 12 10646Y Hex Nut 1/2-13 Grade 5 zinc
4 10519 Hex Nut 1/2"wl Serf flange 4 10801 Carriage Bolt 112-13 x 2-1/2 Grade 5 zinc
#59329 Hardware for 59333 Lateral and Longitudinal combination #59364 Hardware for 59332 Lateral and Longidudinal combination
1 59329-1 Hardware Kit 1 59264 3 Way Concrete Bracket
1 59272-1 Beam Clamp Base 2 10530 Wedge Anchor 3/8 x 3.50
2 59272-2 Beam Clamp Top Flange 1 59315-1 Lateral Hardware Kit
4 10926 Carriage Bolt 1/2-12 x 1-1/4 full thread 1 59272-1 Beam Clamp Base
5 10646Y Hex Nut 1/2-13 Grade 5 zinc 2 59272-2 Beam Clamp Top Flange
1 10801 Carriage Bolt 112-12 x 2-112 Grade 5 zinc 4 10926 Carriage Bolt 1/2-13 x 1-1/4 Full Thread zinc
1 84533Z U-Bolt 1/2-13 x 2.63 x 219 Thread 1-3/4 zinc 2 10801 Carriage Bolt 1/2-13 x 2-1/2 Grade 5 zinc
2 10640 Push Nut 1/2 6 10646Y Hex Nut 1/2-13 Grade 5 zinc
2 10519 Hex Not 1/2"w/Serr Flange
Page 8 of 8
r • Villanova "
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irive SW , Atlanta, GA 30336o
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