PMT17-02038 City of Menifee Permit No.: PMT17-02038
29714 HAUN RD. Type: Residential Alteration
't;kCCELA7. MENIFEE,CA 92586
MENIFEE Date Issued: 0 711 7/2 01 7
PERMIT
Site Address: 27834 TATE RD, MENIFEE, CA 92585 Parcel Number: 336-421-024
Construction Cost: $8,407.00
Existing Use: 1 8 2 Family Residence Proposed Use:
Description of INSTALL 6T WALL TO CREATE BEDROOM, NEW CLOSET, INSTALL NEW DOOR WAY TO
Work: JACK-AND-JILL BATHROOM
Owner Contractor
MARY CLOUTIER CARRINGTON HOME SOLUTIONS LP
27834 TATE ROAD 1500 S DOUGLASS ROAD SUITE 100
MENIFEE, CA 92585 ANAHEIM, CA 92806
Applicant Phone:9495177104
MARCOS GARNICA License Number:987317
CARRINGTON HOME SOLUTIONS LP
1500 S DOUGLASS ROAD SUITE 100
ANAHEIM, CA 92806
Fee Description ON Amount ISI
Building Permit Issuance 1 27.00
Reinspections/Additional Inspections 387 387.21
Additional Plan Review Building 129 129.07
Additional Plan Review Building 129 129.07
GREEN FEE 1 1.00
$673.35
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 carded 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_Bidg_Pendt Template.rpt Page 1 of 1
CITY OF MENIFEE
LICENSED DECLARATION property who builds or improves thereon,and who contracts for the projects
with a licensed contractor(s)pursuant to the Contractors State License Law).
I hereby affirm under penalty of perjury that I am der provisions of
Chapter9(commencing with section 7000)of Divi i n 3 of the Business and ❑I am exempt from licensure under the Contractors State License Law for
Professions Code and my license is in fu once aJNq
effect. the following reason:
f License Classlow-ky"ZY icens / 3 ( / By my signature below I acknowledge that,except for my personal residence
Expires D 1[ 7 Signature in which I must have resided for at least one year prior to completion of
improvements covered by this permit.I cannot legally sell a structure that I
WORKER'S COMPENSATION DECLARATION have built as an owner-builder if it has not been constructed in its entirety by
❑I 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 for which
this permit is issued.
/ �-7 / ["y� www.le¢info.ca.gov/calaw.html.
, /
Policy# Y0l0 �`1 /V (O / Date
❑I have and will maintain workers compensa don insurance,as required by PROPERTY OWNER OR AUTHORIZEDAGENT
section 3700 of the Labor Code,for the performance of the work for which o By my signature below 1 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: I application and the information I have provided is correct.I agree to comply
Carrier t '�f in E�-T��Tr Pl.$ �� with all applicable city and county ordinances and state laws relating to
` building construction.I authorize representatives of this city or county to
Policy#^7'1��0(7' 1 V / Expires enter the above identified property for inspection purposes.
(This section need not to be completed is the permit is for one-hundred Date
dollars($100)or less PROPERTY OWNER OR AUTHORIZED AGENT
❑I certify that in tance of the work for which this permit is Issued,
i shall noCf4:L
s in any mannerso as to become subject to the CITY BUSINESS LICENSE#
workersf California,and agree that If I should become HAZARDOUS MATERIAL DECLARATION
subject tensation provisions of Section 3700 of the Labor
Code,I s with those provisions. Will the applicant or future building occupant handle hazardous material ora
Applican _ Date 1 �7 l mixture containing a hazardous material equal to or greater that the
amounts specified on the Hazardous Materials Information Guide?
WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS D Yes ATN0
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(SCAQMD)?See permitting checklist
IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES forguidelines
CONSTRUCTION LENDING AGENCY ❑Yes 4NO
I hereby affirm that under the penalty of perjury there is a construction WIII 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) D Yes 00
OWNER BUILDER DECLARATIONS I have read thJ
erial Information Guide and the SCAQMD
I hereby affirm under penalty of perjury that I am exempt from the permitting cnd my requirements under the State of
Contractors License Law for the reason(s)indicated below by the California ae,Section 25505 and 25534 concerning
hazardous macheckmark(s)I have placed next to the applicable item(s)(Section 7031.5 oyes o - f� n
Business and Professions Code).Any city or county that requires a permit to Date 11 /
construct,alter,improve,demolish or repair any structure,prior to its —PROPERWFWNER 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 IRRP)
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 Code)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 be RRP-certified firms and comply with
an 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 I,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.eoa.eov/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 o 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:
❑1,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 comply with EPA RRP rule please fill out the RRP
Acknowledgement.
WALL CONSTRUCTION
TABLE R602.3(1)
FASTENING SCHEDULE
ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION
OF FASTENER`
Roof
4-8d box(2`/i"x 0.113')or
1 Blocking between ceiling joists or rafters to top plate 3-8d common(21/i"x 0.13 V ;or Toe nail
3-10d box(3"x 0.128');or
3-3"x 0.131"nails
4-8d box(2`/,"x 0.113');or
2 Ceiling joists to top plate 3-8d common(2'/2"x 0.131'�;or per joist,toe nail
3-10d box(3"x 0.128);or
3-3"x 0.131"nails
Ceiling joist not attached to parallel rafter,laps over 4-1 Odbox(3"x 0.128');or
3 partitions[see Sections R802.3.1,R802.3.2 and Table 3-16d common(31/i"x 0.162);or Face nail
R802.5.1(9)] 4-3"x 0.131"nails
Ceiling joist attached to parallel rafter(heel joint)
4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail
R802.5.1(9)]
Collar tie to rafter,face nail or 1'/a"x 20 ga.ridge strap to 4-I0d box(3"x 0.128');or
5 rafter 3-10d common(3"x 0.148);or Face nail each rafter
4-3"x 0.131"nails
3-16d box nails(3`/z"x 0.135');or
3-10d common nails(3"x 0.148'); 2 toe nails on one side and I toe nail
6 Rafter or roof truss to plate or on opposite side of each rafter or
4-1 Od box(3"x 0.128');or truss'
4-3"x 0.131"nails
4-16d(3'/a"x 0.135');or
3-10d common(3'/i"x 0.148');or Toe nail
4-10d box(3"x 0.128');or
Roof rafters to ridge,valley or hip rafters or roof rafter 4-3"x 0.131"nails
to minimum 2"ride beam
8 3-I6d box 3'/Z"x 0.135');or
2-16d common(3'/i"x 0.162);or End nail
3-10d box(3"x 0.128');or
3-3"x 0.131"nails
Wall
16d common(3'/z"x 0.162') 24"o.c.face nail
8 Stud to stud(not at braced wall panels) 1 Od box(3"x 0.128');or
16"o.c.face nail
3"x 0.131"nails
16d box(3'/z"x 0.135');or 12"o.c.face nail
9 Stud to stud and abutting studs at intersecting wall comers 3"x 0.131"nails
(at braced wall panels)
16d common(3'/2"x 0.I62') 16"o.c.face nail
10 Built-up header(2"to 2"header with'/i"spacer) 16d common(3'/="x 0.162') 16"o.c.each edge face nail
16d box(3'/2"x 0.135') 12"o.c.each edge face nail
5-8d box(2'/i"x 0.113'�;or
11 Continuous header to stud 4-8d common(2'/i"x 0.131');or Toe nail
4-10d box(3"x 0.128')
16d common(3'/r"x 0.162') 16"o.c.face nail
12 Top plate to top plate 1 Od box(3"x 0.128'�;or
12"o.c.face nail
3"x 0.131"nails
8-16d common(3'/i"x 0.162%or
Double top plate splice for SDCs A-DZ with seismic 12-16d box(3'/z"x 0.135');or
braced wall line spacing<25' 12-1 Od box(3"x 0.128');or Face nail on each side of end joint
13 12-3"x 0.131"nails (minimum 24"lap splice length
Double top plate splice SDCs Do,D„or Dr;and braced each side of end joint)
wall line spacing>_25' 12-16d(3/2"x 0.135�
(continued)
2016 CALIFORNIA RESIDENTIAL CODE 209
WALL CONSTRUCTION
TABLE R602.3(1)—continued
FASTENING SCHEDULE
ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION
16d common(3'/,"x 0.162') - 16"o.c.face nail
14 Bottom plate to joist,rim joist,bandjoist or
blocking(not at braced wall panels) 16d box(34,"x 0.135'�;or 12"o.c.face nail
3"x 0.131"nails
Bottom plate to joist,rim hand joist or 3-16d box(3'/,"x 0.135);or 3 each 16"o.c.face nail
, ,
15 2-16d common(3%"x 0.162%or 2 each 16"o.c.face nail
blocking(at braced wall panel) 4-3"x 0.131"nails 4 each 16"o.c.face nail
4-8d box(21/r"x 0.113');or
3-16d box(3'/2"x 0.135");or
4-8d common(2'/2"x 0.131');or Toe.nail
4-IOd box(3"x 0.128'1;or
16 Top or bottom plate to stud 4-3"x 0.131"nails
3-16d box(3'1,"x 0.135');or
2-16d common(3'/,"x 0.162'�;or End nail
3-1 Od box(3"x 0.128);or
3-3"x 0.131"nails
3-1Od box(3"x 0.128'1;or
17 Top plates,laps at corners and intersections 2-16d common(3'/r"x 0.162');or Face nail
3-3"x 0.131"nails
3-8d box(2'1,"x 0.113');or
18 1"brace to each stud and plate 2-8d common(2'/,"x 0.131');or Face nail
2-1 Od box(3"x 0.128');or
2 staples 13/,"
3-8d box(2'1,"x 0.113');or
19 1"x 6"sheathing to each bearing 2-8d common(2'/,"x 0.131');or Face nail
2-10d box(3"x 0.128'�;or
2 staples, 1"crown, 16 ga., 1'/,"long
3-8d box(242"x 0.113');or
3-8d common(2'/,"x 0.131');or
3-1Od box(3"x 0.128'�;or
3 staples, 1"crown, 16 ga.,1'/,"long
20 1"x 8"and wider sheathing to each bearing Wider than 1"x 8" Face nail
4-8d box(2'/2"x 0.113');or
3-8d common(2'/,"x 0.131');or
3-10d box(3"x 0.128'�;or
4staples, 1"crown, 16 ga.,1'/,"long
Floor
4-8d box(2'/,"x 0.113');or
21 Joist to sill,top plate or girder 3-8d common(2'1,"x 0.131');or Toe nail
3-10d box(3"x 0.128');or
3-3"x 0.131"nails
8d box(2'/,"x 0.113') 4"o.c.toe nail
22 Rim joist,band joist or blacking to sill or top 8d common(2'/,"x 0.131'�;or
plate(roof applications also) 10d box(3"x 0.128');or 6"o.c.toe nail
3"x 0.131"nails
3-8d box(2'/,"x 0.113');or
23 1"x 6"subfloor or less to each joist 2-8d common(2'/,"x 0.131');or Face nail
3-1Od box(3"x 0.I28');or
2staples,I"crown, 16 ga.,13/a"long
(continued)
210 2016 CALIFORNIA RESIDENTIAL CODE
WALL CONSTRUCTION
TABLE 602.3(1)
FASTENING SCHEDULE-continued
ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER'a` SPACING AND LOCATION
Floor
24 2"subfloor to joist or girder 3-16d box(3'/i"x 0.135');or Blind and face nail
2-16d common(3/r"x 0.162')
25 2"planks(plank&beam-floor&roof) 3-16d box(3'/z"x 0.135);or At each bearing,face nail
2-16d common(3/r"x 0.162'1
3-16d common(3'/r"x 0.162')
26 Band or rim joist to joist 4-10 box(3"x 0.128"),or End nail
4-3"x 0.131"nails;or
4-3"x 14 ga,staples,'/16"crown
20d common(4"x 0.192');or Nail each layer as follows:32"o.c.
at top and bottom and staggered.
IOld box(3"x 0.128');or 24"o.c.face nail at top and bottom
27 Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides
layers And:
2-20d common(4"x 0.192');or Face nail at ends and at each splice
3-I0d box(3"x 0.128);or
3-3"x 0.131"nails
4-16d box(3'/i"x 0.135');or
28 Ledger strip supporting joists or rafters 3-16d common(3'/r"x 0.162');or At each joist or rafter,face nail
4-10d box(3"x 0.128');or
4-3"x 0.131"nails
29 Bridging to joist 2-1 Od(3"x 0.128') Each end,toe nail
SPACING OF FASTENERS
DESCRIPTION NUMBER AND Intermediate
ITEM OF BUILDING ELEMENTS TYPE OF FASTENER.... Edges b supports
(Inches) (inches)
Wood structural panels,subfloor,roof and Interior wall sheathing to framing and particleboard wall sheathing to framing
[see Table R602.3(3)for wood structural panel exteriorwall sheathing to wall framing]
30 3/s"-'/z" 6d common(2"x 0.113')nail(subfloor,wall)' 6 12r
Sd common(2/2"x 0.131')nail(roof)
31 19/3311-1" 8d common nail(2'/z"x 0.131') 6 12'
32 1'/ "-It/ ' l0d common(3"x 0.148')nail;or 6 12
e a 8d(2'/2"x 0.131 )deformed nail
Other wall sheathings
33 r/z„structural cellulosic fiberboard 1'/r"galvanized roofing nail,'/16"head 3 6
sheathing diameter,or 1"crown staple 16 ga., 1 /a"long
34 %2 structural cellulosic 13/a"galvanized roofing nail, head 3 6
fiberboard sheathing diameter,or 1"crown staple 1
6 ga., 1/a"long
1 a 1'/r"galvanized roofing nail;staple galvanized,
35 /,"gypsum sheathing 1'/,"long; I'/n"screws,Type W or S 7 7
6 13/,"galvanized roofing nail;staple galvanized,
36 /s"gypsum sheathing" 1'/s"long; 1%"screws,Type W or S 7 7
Wood structural panels,combination subfloor underlayment to framing
6d deformed(2"x 0.120')nail;or
37 3/a"and less 8d common(2'/z"x 0.13l')nail 6 I2
38 '/s"-1° 8d common(2'/,"x 0.131')nail;or 6 12
8d deformed(2/t"x 0.120')nail
39 1'/s"-1'/6" IOd common(3"x 0.148")nail;or 6 12
8d deformed(2/i"x 0.120')nail
For SI: I inch=25.4 min.I foot=304.8 mm.I mile per hour=0.447 m/s;I ksi=6.895 MPa.
(continued)
2016 CALIFORNIA RESIDENTIAL CODE 211