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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