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PMT16-03061 City of Menifee Permit No.: PMT16-03061 29714 HAUN RD. Type: Residential Addition -(XCCr=LA-> MENIFEE,CA92586 MENIFEE Date Issued: 09/1512016 PERMIT Site Address: 30364 SKIPSTONE WAY, MENIFEE, CA Parcel Number; 364-260-020 92584 Construction Cost: $4,000.00 Existing Use: 1 &2 Family Residence Proposed Use: Description of INSTALL 15'x 24'CITY STD PATIO COVER WITH 3 POST LIGHTS Work: Owrier Contractor JAIME GOMEZ 1148 3RD AVE,#97 CHULA VISTA, CA 91911 Applicant License Number: JAIME GOMEZ 1148 3RD AVE,997 CHULA VISTA, CA 91911 Phone:6198852128 Fee Description Q-ty Amount Receptacle, Switch, Outlet&Fixture 3 126.00 Building Permit Issuance 1 27.00 Deck/Patio,standard 1 83.00 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 1.00 General Plan Maintenance Fee-Building 1 4.15 General Plan Maintenance Fee-Electrical 1 6.30 $248.45 The issuance of this pennit shall not prevent the building official from thereafter requiring the correction of enors in the plans and specifications or from preventing builiding operations being carried on thereunder when in violation of the Building Code or of any other ordinance of City of Menifee.Except as otherwise stated,a permit for construction under which no work is commenced within six months after issuance,or where the work commenced is suspended or abandoned for six months,shall expire,and fees paid shall be forfeited. AkBldg_PenR_Ternplate.rpt Page 1 of 1 BUILDING & SAFETY PERMIT/PLAN CHECK APPLICATION Menifee DATE PERMIT/PLAN CHECK NUMBER TYPE: [:]COMMERCIAL []RESIDENTIAL [:]MULTI-FAMILY []MOBILEHOME [:]POOL/SPA [-]SIGN SUBTYPE: F]ADDITION DALTERATION []DEMOLITION F -1 MECHANICAL ]ELECTRICAL F [-]NEW F]PLUMBING [:1 RE-ROOF-N UMBER OF SQUARES DESCRIPTION OF WORK C) cbocv� PROJEcTADDRESS �n ASSESSOR'S PARCEL NUMBER Le 0 LOT TRACT PROPERTY OWNER'S NAME Al ADDRESS Me- Aq7 0. hojk V 1'% 44 O-A /91, f EMA PHONE D IL -S�,JAbM APPLICANT NAME mc Gbme--2- ADDRESS PHONE EMAIL CONTRACTOR'S NAME OWNER BUILQ� a BUSINESS NAME SEP b ZU16 ADDRESS PHONE EMAIL R ceived CONTRACTOR'S STATE LIC NUMBER LICENSE CLASSIFI.CATION VALUATION$ L SO FT I APPLICANT'S SIGNATLI DATE '7g2 ' 0 ' DEPARTMENT DISTRIBUTIO MIP CITY OF MENIFEE BUSINESS LICENSE NUMBER N BUILDING PLANNING ELRING FIRE GREEN 5 INVOICE I PAIDAMOUNT CREDITCARD VISA/MC AMOUNT 7 OCASH C)CHECK# PLAN CHECK FEES PAIDAMOUNT OCASH C)CHECK# OCREDITCARD VISA/MC OWNER BU[LDER VERIFIED OYES 0 NO DLNUMBER NOTARIZED LETTER 0 YES 0 NO City of Menifee Building&Safety Department 29714 Haun Rd. Menifee, CA 92586 951-672-6777 www.cityofmenifee.us inspection Request Line 951-246-6213 & TRACK N§PECTiON REQUIRED 0 :l G A LAD L-r C-4. City M CITY OF MENIFEE Buildi enife ng sai;et BUILDING AND SAFETY DEPARTMENT SEP 15 2016 PLAN APPROVAL Received REVIEWED BY 065W.0 VATE *Approaofow plans shall not be construed to bea permitfor,or an approval of,any viclation of any provisions of the federal,state or city regulations and ordinances. This set of approved plans must be kept on the jobsite until completion, LEDGER & TRACK INSPECTION REQUIRED > 0: �=UDS�MNSREOUIREDFOR .2ORU4�-O.QMImSP=NG RA,,SRSpAclMG: ROOFSLOPE,11ePERFOOTMIN. ALLSOLDPAXIO�ERSWMINM ILATPCE OR 1/2"N SEETABLEW PL�D W'w wTN BUI E LT�UPOR== N 0 G— OREQUALPPMAIINam LES 12'....EUB.CRE) SUIPSON(OREOUML) �2. HURRIc:ANECUPS040"OQ �HEADERSPAN SI .0. & ]71 .1' P, 75EETA,�.,. POST�QR LEDGER: SIES TABLE ��PEMUHSIDE WERHANG FRA111110'All-SIP-2) �RHANG w DIA.TI-Im BOLTS OR l6d NAII.S LEARA�ICE' SEEFRAM... �RSPAN&SIMESEETABLE"A� U— "I" &-wMIN. IS.m w-u-MAX. EUS�INGWOOD 0 �UD WALL COI UMN BASE USE TYPRZAL SIMPSCIN CBSO.PBS 3vvCONCRETE pOsTs, "EOLALW/EOLTS MIN �RE�INMLS PER :&MFMSPEQ pt. POST O�RETEANDWOOO 10 SEP 1 2016 FOOTNSS� 1 sErTAeLE:-c- 1 FRONT VIEW ---------------------------------- SIDC:Z� ived %VMS TABLE TTAYT TABLE "Bly TABLE ITCYT TABLETIDYT RAFTER SPANS HEADER SIZE&SPANS FOOTING SIZE LEDGER (DOUGLAS FIR#2 OR BETTER) (DOUGLAS FIR#2 OR BETTER) BOLTING 1000 ALL LAG BOLTS SIZE SPACING SPAN RAFTER HEADER BASED ON SHALL HAVE 1/4" SPAN P.S.F. SOIL BEARING PRE-DRILLED SPAN SIZE PRESSURE. HOLES-tSEENOTE2) 2X4 1211 O.C. 91-101, 111-01,MAX A X,6 183"SQ.X 12"DEEP - TZTFO—— UPTO 10'-0" MAX 4R 3 B"SQ.X 12"DEEP 3/8' DIA. X 5' 1 .C. 81- 111, LONGAT1 6" O.C. 24"O.C. 7-8" 12'-0" 12T_0_' MAX 4 X 10 1 B"SQ.X 12" DEEP STAGGERED 32"O.C. �6'-Q" 14'-0" MAX 4 X 12 1 B"SQ.X 12"DEEP 2x6 )l 211 O.C. 15'-4" 12--1"' I .. AX 4X8 24" SQ.X 12" DEEP (2) 3/8" DiA X 5'. .3 T6"O.C. 131�9TT 10'-0" MAX 4 X 10 24" SQ.I LONG AT 1 " 0wo 6] TO _0..7— 2�OC. ll'-3" 1 2 M 4X12 24" SQ.X 12"DEEP O.C. 2 M�� 3211 O.C. *01--71— 0'-0" rl4'-O" MAX 4 X 14 24"SQ-X 12" DEEP 2X8 1211 O.C. 20'-0" NOTES: 16"O.C. 18'-2" 1. TWO 2X MEMBERS MAY BE SUBSTITUTED FOR ONE 4X HORIZO 24"O.C. 14'- 1 0"_ FRAMING MEMBER. .32"O.C, 12'-8" 2. LAG BOLTS MUST FULLY ENGAGE A WOOD STUD OR RIM JOIST AND BE 2X10 20'-0" PROVIDED WITH APPROPRIATE WASHERS. LAG BOLTS SHALL BE LOCATED A f0_l__0_" MINIMUM OF 1-1/2"FROMTHETOPOR BOTTOMOFTHE LEDGER. 181- 1111 3. NOT DESIGNEDTO BE ENCLOSED-ADDFrIONAL ENGINEERING ANALYSIS WILL -16'-2" BE REQUIRED IF ENCLOSED. 4x4 2411 O.C. 101-01, 4. SEE PAGE 2 OF 2 FOR CONSTRUCTION DETAILS. 32"O.C. *9'-3" 48"O.C. *7'-8" DISCLAIMER: CITY OF ME ,PIF .E 4X6 24"O.C. 151- 11 ALTERNATE PATIO DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH A 91,n c- ENGINEERED ANALYSIS. USE OF THIS CONVENTIONAL s7rA4649FA4A§�MD SAFEI _aZLQ_C_ AT THE USER'S RISK AND CARRIES NO IMPUED OR INFERRED 48"O.C. *1 V-3" AGAINST FAILURE OR DEFECTS. PLAN APPROVA L 4X8 24"O.C. 20'-0" �OC. *18'-2" WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGR�M 14'- 10" CITY OF MWIMEWED BY @ BUILDING DEPARTMENT THIS SPACING AND SPAN _@_IFE IS FOR LATTICE PATIO COVERINGS ONLY. PATIO COVERA�p _i� mm on Sh 11 not be c (951)672-6777 29714 HAUN ROA0.jfhlffl!5Aaft4#0w of any provis MIfEEU�,a is set of FAX(951)67_�3843 1124 KNEE BRACE DETAIL AT END POSTS LEDGERATTACHMEN (REQUIRED WHEN RAFTER SPAN EXCEEDS 12 Fr) DETAI 24- Z4. MSTING ROOF E"17fNG OOF H�E� 3113-1 ET ORO 0 PUMOOD AT g' O.QAT�R LAG 5 BOLTS EX[STING B�EDCONNECTOM SnIDS 4M BIUCE FTE, W=48�03 7 ST APPROVED JOIST 4.4 A 2X LEIDGER _+A HANGER (MW SECTION A-A N= 1.USEA CONTINUOUS LEDGER-SME DEPTH —k7;1 'I'le, AS RAFTER OR LARGER OPTION 1 OPTION 2 ZSEETABLE'D'FOR BOLTING REQUIREMENTS --L.— INVERTED HEADER DESIGN OPTION (LATTICE ONLY TWO 1/2"DIA.THRU-BOLTS (W/WASHERS). PER CONNECTION AS SHOWN FOR HEADERS OR RAFTERS- 0 0 TWO 2X MEMBERS MAY BE SUBSTITUTED FOR ONE 4X MEMBER.SEE TABLES"A" & "B"FOR SPAN LIMITS NOTE; KNEE BRACING REQUIRED WHEN RAFTER SPAN EXCEEDS 12 FEET 2X FASCIA (OVERHANG) ATTACHMENT— LA-MCE ON OPTION I OrrrION 2 2X4�SOR PRE-FAB.ROOFTRUSSES �4 UEDGERW/20d NAILS OR'A"DIA.X4"' 2X6 OR LARGER RAFI"ERS LONG LAG BOLTS 032"O.0 10 R P 4 E LE -RO ER W AG OF TR U A' SSES LS OR "A'X4.' —2XIORLA 0 S NG GB .2-O-C' ENA'LS LT To �STRUTVV/(B)BdTOENAlLS SIMPSONkSSOR FRCIM�UTTOLEDGER EOUALANCHOR (2)I6dNAILS IVI FASCIA EEEEFEE A.,35 OR EQUALANCHOR IAI APPROVED �FASCIA f JCISTHANrER APPROVEDJOIST HANGER pammmmm �20R� PATIO WTERS PATIO RAFTI�RS A—SEETABLE W Ae'—SEETABLEW �X RAFTER Im PATIORAFTERSPAN ZO�. Hr T 8'FD TTICE� 3D'MAX LIMITEDTOWFORLATTIC� LIMITEDTOB-FORILATTIC �—OVERHANG-4 COVER OVERHANG—� COVER WESTERN RIVERSIDE COUNTY CODE UNI ITY PROGRAM NOTE, VERIFY STRUCTURAL SOUNDNESS OF ROOF CITY 0 NIF64 I In 1% RAFTERS FOR DECAY OR TERMITE DAMAGE, BUILDING DEPARTMENT AND REPLACE WITH LIKE MATERIALS AS NEEDED, AFTER CONSULTATION WITH THE PATIO C BUILDING DEPARTMENT. 0 Ov&"ui*",or an (951)672-6777 29714 HAUN ROAb"P"MMP [FAX(951)679-3843 1-724/2-14 r I~Vur�oFWN