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PMT16-00280 City of Menifee Permit No.: PMT16-00280 _ 29714 HAUN RD. Type: Residential Alteration �!- EL/�6C MENIFEE, CA 92586 MENIFEE Date Issued: 05/Ds/2016 PERMIT Site Address: 28622 BRIDGE WATER LN, MENIFEE, Parcel Number: 364-134-002 CA 92584 Construction Cost: $2,500.00 Existing Use: 1 &2 Family Residence Proposed Use: Description of EXISTING DECK REPAIR REMOVE/CUT DRY ROT @ F.J.ADD NEW 2 X8 FACIA,ADD NEW Work: DECK/TREX,ADD NEW HANDRAIL PER CITY STANDARD-REVISED 4/25116 Owner Contractor DEBORAH O'SHEA DONE WELL CONSTRUCTION 28622 BRIDGE WATER LANE 34541 SIMPSON ROAD MENIFEE, CA 92584 HEMET, CA92545 Applicant Phone:9519266760 DEBORAH O'SHEA License Number:810841 28622 BRIDGE WATER LANE MENIFEE, CA 92584 Phone:2315194646 Fee Description ON Amount 131 Building Permit Issuance 1 27.00 Additional Plan Review Building 148 148.37 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 1.00 General Plan Maintenance Fee-Building 1 6.65 $184.02 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_Template.rpl Page 1 of 1 CITY OF MENIFEE (Ex NSED 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). by affirm under penalty of perjury that I am under provisions of ter9(commencing with section 7000)of Division 3 of the Business and o I am exempt from licensure under the Contractor's State License Law for ssions Code and my license is in full force and effect. the following reason: se Class �� License No. 1/ By my signature below I acknowledge that,except for my personal residence 7— 3 I��� Signature in which 1 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 RKER'S COMPENSATION DECIARA ON have built as an owner-builder if it has not been constructed in its entirety by ereby affirm under penalty of perjury one of the following declarations:I licensed contractors.I understand that a copy of the applicable law,Section e and will maintain a certificate of consent of self-insure for worker's 7044 of the Business and Professions Code,is available upon request when pensation,issued by the Director of Industrial Relations as provided for this application is submitted or at the following website: ection 3700 of the Labor Code,for the performance of work for which w„ww.leeinfo.ca.eov/calaw.html. permit is issued. cy# Date PROPERTY OWNER OR AUTHORIZED AGENT ave and will maintain worker's compensation insurance,as required by ion 3700 of the Labor Code,for the performance of the work for which D By my signature below I certify to each of the following:I am the property permit Is issued.My workers compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this ber are: application and the information I have provided is correct.I agree to comply rier with all applicable city and county ordinances and state laws relating to building construction.I authorize representatives of this city or county to cy# Expires enter the above Identified property for inspection purposes. is section need not to be completed is the permit is for one-hundred Date dollars or less PROPERTY OWN ER OR AUTHORIZED AGENT ertify that in the performance of the work for which this permit is issued, D y all not emolov 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 forth 'hcomply Qth rrovisions. Will the applicant or future building occupant handle hazardous material or pliant / Date a2v/( mixture containing a hazardous material equal to orgreater that the amounts specified on the Hazardous Materials Information Guide? WARNING:FAIL TO SECURE WORKER'S COMPENSATION COVERAGE IS Dyes PJo 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 perm it for the construction or modification from South ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR Coast Air Quality Management District(SCAQMD)7 See permitting checklist IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES for guidelines CONSTRUCTION LENDING AGENCY DYes PLNo I hereby affirm that under the penalty of perjury there is a construction Will the proposed building or modified facility he 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 KNO OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD permitting checklist.I understand my requirements under the State of I hereby affirm under penalty of perjury that I am exempt from the California Health&Safety Code,Section 25505 and 25534 concerning Contractors License Law for the reasons)indimted below by the azardous material repo ing. checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 Business and Professions Code).Any city or county that requires a permit to Date )'y/�af7 construct,alter,improve,demolish or repair any structure,prior to Its pg0 gay 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(RRPI License Law(Chapter9(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 D 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.eoa.Rov/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 he 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 1 not built or improved for the purpose of sale. ip No EPA Lead-Safe Certified Firm is required for this project because: o 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 comply with EPA RRP rule please fill out the RRP Acknowledgement. PLOT/SITE PLAN N REAR PROPERTY LINE 6� dr °/ cu w -- W W vri EiviFHE. ILDiIV 3 AND SAFE_P06l i 'TEV11 D p 7 2016 )ra,:,i ai thas}olare,sl ,,, atrued to be a +armi for,er am uva oi,anq liolation of an;p .r, .ions of the sta Acl ,ib; ��4d latiom and ordinances. This set of arproved plans must I a Iceni} ' ;ice until completion. Q1t Y � FRONT PROPERTY LINE Property Owners Name 7Z)E" i R C� Property Address RAILING, POST, & BEAM DETAIL OD OPTION#I OPTION #2 - ----36"MAXIMUM- - - ---36"MAxIMLIM----� (2)#8 x 3"DFCK SCREWS P EA,4X4 ALL OPENINGS IN GUARDRAIL TO BE (1)118 x 3"DECK SUCH THAT 411 SCREW PEA.2x2 SPHERE CANNOT PASS THROUGH. (2)#B x 3"DECK Ep SCREWS @ EA.2X2 O EV (2� 1�2 c (2)1/2-DIA.MACHINE MACHINE S @ G 4 BOLTS W/NUTS& Z EACH $T V Y WASHERS@EACH 4%4 0 o A. Lu SEED LOE ! E G D o �. of1_024'. MAX POST CAP WITH MACHINE BOLTS PER VERHANG MANUFACTURER'S SPECIFICATIONS v � RAILING SECTION VIEWS O W n a _o v W ARDF'a$IL�E(3PEN DICULAR TO JOISTS GUARDRAIL PARALLEL TO JOISTS' 42)2XG W/(2)46 x 3"DECK Q M SCREWS TO A%A PO5T5 Z O m C O W W W 3 0 _ ®f f ice C( Rx4 POs sP3G Z W m j a > J W i y • }}JJ 1 j f_-2x2 VERTIGLS@<d"tlC 0�E12`MIN 0 42"MIN i 2x6 j 65MP— BLE ENO IOISTS OR USE 4x MEMBER B W HOARY HARING @ 6"O.C. H3-OR EOW L @ TOP.WO BOTTOAI DECKING OPTIONS: (SEE NOTES BELOW FOR NAIL SRESI SEE NOTES BELOW i 2x BLOCINNG@32"O.C.W/ BOONDARYNA) GTOBIOCK SIN AT 35-OR � 1i EQUAL AT EA BLOCK (2I'11 DIA MACHINE DOLT$W/ NIfIS a WASHER$E FACN POS( �4� FLOORlo1ST5 $IMPSON-H3..OR FLOOR AT EOWI 0A&0C SIMPBON�A3S"OREOOAL AT EA SNE O 24 Mµ OVERHANG O WESTERN RIVERSIDE COUNTY CODE UNIFORMITY PROGRAM NOTE-DECKING OPTIONS ARE AS FOLLOWS: CITY OF, MENIFEE 1. 5/8" TONGUE AND GROOVE JOINTED PLYWOOD CITY IV�G G SECURED WITH 811 NAILS. ALL EDGE NAILING AT 6" ENIFE BUILDING & SAFETY DIVISION O.C. MUST BE COVERED WITH AN APPROVED . WEATHER RESISTIVE MATERIAL WALKING SURFACE. '�� !^ BALCONY/DECK STANDARD AND SLOPED FOR DRAINAGE. 2. 2%6" DECKING SECURED W/ (2) 16d NAILS @ EA M 29714 HAUN ROAD JOIST 951.672.6777 MENIFEE, CA 92586 ��O - 00 Structural Field Notification/Recommendations April 19, 2016 '(Recommendations shown on enclosed drawings) Site address: 28622 Bridgewater Lane ®' C/�p Clty of Menifes Menifee, California 92584 f !C@ o ullding &Satety Dept. Owner: Deborah O'Shea * APR 2 5 2016 (231) 519-4646 Project description: Repair dry rotted and termite damaged cantilevered seRMW Vio CITY OF MENIFEE To: City of Menifee BUILDING AND SAFETY DEPARTMENT Building& Safety Division PLAN APPROVAL 29714 Haun Road Menifee, Ca. 92586 (951) 672-6777 REVIEWED B R 2 7 2016 DATE Gentlemen, 'Approval of these plans shall not be construed to be a permit for,or an ap�oval of, n Violation of any provisions of the federal,state or city I,Lawrence R. Phelps, latio s�n sin Aee5nf;�of13� 6vj#$1WofiWttfa9cepoYl idk deck and have designed a repair method to be P$1<ne�gQ n 9 the contractor who built the patio cover and will be rebuilding/repairing the damaged decl4ps ��d�°s�det�iat prior to re-building the deck,the remaining damaged wood will be removed and the wood that remains will be chemically treated to repel further infestation. It is important that the method demonstrated in the enclosed drawing/details is closely followed to insure the safety of the finished deck. I have included calculations to justify my design. In addition, I have included a framing plan and structural cross-section to demonstrate the needed repair elements. Should you have any questions, you may contact me at the numbers below. I will out of my office the week of April 200' until April 28o. Thank you very much for your cooperation and understanding, allowing this project to proceed in order to repair the cantilevered deck as required. ` 'tip c, L 1•?•pjl y�� Very_tr-ul N 9 ( jlo.13C33280 9' Lawrence R. Phelps,PE � CfVtL cc: Deborah O'Shea, owner J C j Lawrence R. Phelps, RCE 35280, Calif. Lic. Renewal 913 012 01 7 31130 Avenida Del Reposo, Temecula, Caliornia 92591 Office (951) 694-6336 - Cell(951) 297-0555 z �T�F 3K 1 `� I•�G�R � r y NIA U 2 r N Q I N i0 N tiU (2>lid 12n yc zN • O V1 JW4V~RT!pb Lu5 210•2 2_x t2ely cf OwN rvfra7 �RGP _ Hew NOTE = r4C-W 2 flo Jol5T� r7F�1c �J otSfs r�t'> 1 r�v t1 r� ,��� GJ' '9'� tN 1-ENCo7r{ Z-tbr•1la.C�S A� "�✓'F-10\Vlhf_ � c:-Au-y- MpLt-y Ul Lr%N 6TH� �/�'Y A5. j2�? �7_ SAL STt1G�o `�t� -�luCo�tE 0 1,7 0 c 'Ct em s: t T 91 C c�C-tom I J4 t. Try tc w voticrrp 'Y 2. pemT�ai( 3,/2 ` t 5� It �a 21 Ott dR 49THe1 z P r ` F4 i5t-AuiCo -34 fe-f 5l% o a EXIST 2- 2x�2 r�:. 0 0 0 20 11 Q Q N - I 2 n 2 cr,t� — NTC�'e ► �4 T c� aF � tu��� ti �a�, ���NT T4PH-rr-r5c� . �t rt t TE is ��P'f e I IP�- Structural Calculations April 18,2016 2"d story deck repair Job: Deborah O'Shea * (231) 519-4646 28622 Bridgewater Lane * Menifee, Ca. 92584 Contact: Owner/builder Project: 59 sq ft(9'-10" wide x 6'deep)second story deck off of master bedroom Page 1 Calculations herein are based on the following codes: 2013 CBC and ASCE 7-10, 2012 IBC Lumber Description Stresses (psi) 6 Fv Fb E x 10 Fc No. 2 Douglas Fir 2x 95 875 1.6 625 No. 1 Douglas Fir 2x 95 1000 1.7 625 No. 1 Douglas Fir 4x 95 1000 1.7 625 No. 1 Douglas Fir 6x 85 1350 1.6 625 No. 1 Dense D.F. 85 1550 1.7 730 No. 1 Select Struct D.F. 85 1600 1.6 625 Comb 24F-V3 Glu-lam 200 2400 1.8 650 LVL Micro-lam 1.9E x 1.75 285 2600 1.9 750 PSL parallam 2.0E 290 2900 2.0 650 Stress increases: wind or seismic, 0= 1.33, roof 0= 1.25 (N.A.), plate height 8' Occupancy II (private residence), Seismic Design Category D, Site Class D (Stiff Soil) Seismic Force-Resisting System: Light framed bearing wall Analytical Procedure: Equivalent Lateral Force Analysis ASCE 7-10, section 12.8 Seismic Region 1 (Using 0.2 second&1 second spectral response -worst case) Seismic Parameters: Rp=6.5 (Response modification coefficient framed shearwalls) SDI =0.592 (equals 2/3 SMI), where SMl =Fv(S 1),Fv= 1.48, S1 = .600, SDS = 0.999 (SDS =2/3 SMS), where SMS =Fa(Ss), Fa= 1.0, Ss= 1.499, V=CsW, Cs=SDS/(R/I), Ip = 1.0 (Seismic Importance Factor-ASCE 7-10, 11.5-1), V=CsW, Cs= SDS/(R/1), I = 1.0 (Seismic Importance Factor), Cs= 0.999/6.5 = .15, Cs = 0.15,Design Base Shear V = .15Wp (wood shear panels), Wp = effective seismic weight, Concrete: 2500 psi min, Soil: 1500 psf vertical bearing, 150 psf lateral bearing,0.25 friction (in absence of soils report) 4 Lawrence R. Phelps, RCE 35280, Calif. Lic/Renewal 3012017 y,', it 31130 Avenida Del Reposo, Temecula, fornia 92591 Cell/voice (951) 297-0555 - Office/voice (951) 694-6336 Structural Calculations April 18, 2016 2"d story deck repair Job: Deborah O'Shea * (231) 519-4646 28622 Bridgewater Lane * Menifee, Ca. 92584 Contact: Owner/builder Project: 59 sg ft(9'-10"wide x 6'deep)second story deck off of master bedroom Page 2 Basic wind speed: V= 110 mph ultimate wind speed 85 mph(3-second gust- V3s), V design = (0.6)% x 110 mph = 85.2 mph (per 2013 CBC Section 1609.3.1), h = 9' qz =0.00256 (V)(V)KzKztKd I (Sect 6.5.10 ASCE 7-10) (Exposure C), D= 6' Kzt= 1.00 Sect 6.5.7.2 ASCE 7-10,kz=0.90, (table 6.3 ASCE7-10) qz= 14.15psf Kd= 1.0, (Kd=0.85 when wind combined with dead load), I= 1.0, Fw=gz(G)Cf(area normal to force), (Sect 6.5.15 ASCE 7-10) G=0.85, (Sect 6.5.8.1 ASCE 7-10), Cf= 1.31, (Fig 6-21,ASCE 7-10) (h/D= 1.5) Fw= 15.74 vsf lateral pressure on vertical surfaces (horizontal projection) Horizontal Wind Pressure Deck Wind Front-to-back: Fw< 20 sa ft x 15.74 nsf on beam posts &rails<315 lb Fw < 315 lb, This wind load is already taken on existing house structure, no further consideration required for resistance. Wind Left-to-right: Fw< 13 sq ft x 15.74 psf on beam, posts&rails < 205 lb Fw <205 lb > 161 lb seismic min (page 4) - wind governs This 205 lb governing(wind) load is easily resisted by the cantilevered joists at the existing house structure. The cantilevered joists are blocked and blocks nailed to plate. The load is 22 plf - OK 0Vkt - Lawrence R. Phelps, RCE-35280, Calif. Lic. Renewal 9130/ 017 31130L-4ventda-bel Reposo, Temecula, California 92591 Cell/voice (951) 297-0555 - Office/voice (951) 694-6336 Structural Calculations April 18, 2016 '2"d story deck repair Job: Deborah O'Shea * (231) 519-4646 28622 Bridgewater Lane * Menifee, Ca. 92584 Contact: Owner/builder Project: 59 sq ft(9'40"wide x 6'deep)second story deck off of master bedroom Page 3 _Vertical Wind Pressure(Uplift): Consider Worst Cases• 0 00 deerees cases E F G&H Total Net Vertical Load: Total plan area 57 sq ft (vertical projection) Actual deck area 57 sq ft plan area, h = 9' Vertical Pressures- Uplifts: a=3', Zones per Figure 6-3, Gable Roof: ASCE 7-10: Zone 1: center portions of deck(10.5 sq ft) @ 13.0 psf = - 136 lb Zone 2: at windward edges (28.5 sq ft) @ 21.8 psf = - 620 lb Zone 3: corners at 2 maces (18 sq ft) 32.8 psf = - 590 lb Total uplift for zones 1,2 &3 = - 1346 lb At house uplift= 1346 lb/9.5' = 141 plf, Wall& roof load on joists is 260 lb. (see later in calcs) Net uplift 141 -260 lb = -119 lb/ft — OK Deck Loads: Floor Loads (4) 2 x 10 @ 16"c/c 10.0 psf (2) 2 x 12 joists @ 16"c/c 6.2 psf 1 '/z" (2 x) decking or tile 4.7 5/8"plywood 1.8 Drainage system under(or plywd) 2.2 3/8"hardwood flooring 1.1 1/4" soffit material 2.2 psf 5/8"drvwall+insul 2.6 psf Dead load 19.1 psf Dead load 11.7 psf Live Load 40.0 psf Live Load 40.0 psf Total Load 59.1 psf Total Load 51.7 psf Exterior Plaster walls 16 psf Guard railing 10 plf Lateral loads due to seismic forces caused by dead loads: Base seismic load I'Fp"plate level 57 sq ft deck @ 11.0 psf = 627 lb + 20 ft(railinz) na 10 nlf = 200 lb Total seismic weight: Wp = 827 lb For all seismic load caused by deck transferred to house wall: Fp1.1 =.15(p)Wp, use p = 1.3 is the redundancy factor (ASCE section 12.3.4.2), Fp1.1 = 161 lb For all wind load caused by deck taken to house wall: Fw=205(p),p = 1.3 is the redundancy factor (ASCE section 12.3.4.2 Fw =267 lb> 161 lb seismic load (wind load governs) Lawrence R Phelps, RCE 35280, Cali . Lic. Reneewa 017 31130 Avenida Del Reposo, T mecula, dlifornia 92591 l�c Cell/voice (951) 297-0555 - 0 e/voice (951) 694-6336 Structural Calculations April 18,2016 2"d story deck repair Job: Deborah O'Shea * (231) 519-4646 28622 Bridgewater Lane * Menifee, Ca. 92584 Contact: Owner/builder Project: 59 sq ft(9'-10" wide x 6'deep) second story deck off of master bedroom (c-� 24,i ) �J 5 \N t"1 H Page 4 M�r7PrJ! dC 13-7 '2rttt, p� 2. 2�c I�7q r-j C-4 S7e7-C9 t-iV A-( 12r i Lawrence R. Phelps, RCE 35280, Ca Lic. Re n 1913 31130 Avenida Del Reposo, eme a, California 92591 Cell/voice (951) 297-0555 - Office/voice (951) 694-6336 Structural Calculations April 18,2016 2i°story deck repair Job: Deborah O'Shea * (231) 519-4646 28622 Bridgewater Lane * Menifee, Ca. 92584 Contact: Owner/builder Project. 59 sq ft(9'-10"wide x 6'deep) second story deck off of master bedroom I I Page 5 212 r 2 r � 5 ��� NbTCKG7 7`0 /2, Me Lawrence R. Phelps, RCE 35280, ali. Lic enewa913012017f T 99131130 AvenidaDel Repos , ecula, California 25 Cell/voice (951) 297-0555 - Office/voice (951) 694-6336 Structural Calculations April 18, 2016 2"d story deck repair Job: Deborah O'Shea * (231) 519-4646 28622 Bridgewater Lane * Menifee, Ca. 92584 Contact: Owneribuilder Project: 59 sg ft (9'-10" wide x 6'deep) second story deck off of master bedroom Page G d07 Ez ��. �� 2 - 2 pro �-r�t✓c,, � i� , Lawrence R. Phelps, RCE 35.280, Calif.Lic. Renewal 913012017 31130 Avenida Del Reposo, ,Temecula, California 92591 Cell/voice (951) 297-L55 Office/voice (951) 694-6336 Two - 0 City of Menifee Permit No.: PMT,- 29714 HAUN RD. Type: Residential Additio,. S�CC6l./? MENIFEE, CA 92586 MENIFEE Date Issued: 02/05/2016 PERMIT Site Address: 28622 BRIDGE WATER LN, MENIFEE, Parcel Number: 364-134-002 CA 92584 Construction Cost: $3,100.00 Existing use: 1 &2 Family Residence Proposed Use: Description of INSTALL 240 SQ FT SOLID ALUMAWOOD PATIO COVER W/ELECTRICAL 1 LIGHT Work: EXIST DECK REPAIR-REMOVE/CUT DRY ROT @ F.J.,ADD NEW 2X8 FACIA,ADD NEW DECKITREX ADD NEW HANDRAIL PER CITY STANDARD Owner Contractor DEBORAH O'SHEA M W BEST CONSTRUCTION 28622 BRIDGE WATER LANE 345 JUEL LANE MENIFEE, CA 92584 HEMET,CA 92544 Applicant Phone: 9519279534 MIKE BEST License Number:614364 M W BEST CONSTRUCTION 345 JUEL LANE HEMET,CA 92544 Fee Description Oft Amount ISl Receptacle,Switch,Outlet&Fixture 1 116.00 Building Permit Issuance 1 27.00 Deck/Patio,standard 1 83.00 Deck/Patio,non-standard 1 133.00 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 1.00 General Plan Maintenance Fee-Building 1 6.65 General Plan Maintenance Fee-Electrical 1 5.80 $373.45 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and specifications ofrogt� b il' ' o�er tions being carried on thereunder when in violation of the Building Code or of any other ordinance of Cityo i e. stated,a permit for construction under which no work is commenced within six months after issuance,p�,w�eSei G AND SAFET suspended or abandoned Y DEPARTMENT six months,shall expire,and fees paid shall be forfeited. �,LJ L�J1IV i7 PLAN APPROVAL REVIEWED BY #rX Z* C� DATE *Approval of these plans shall rim he construed to be a permit for,or an approval of,any violation of any Pi 0risi0ns of the federal,state or city regulations and ordinances. This set of approved plans must be kept on the jobsite until completion. AA_Bldg_Permit Templetespt Page 1 of 1 l�� c�vU QGN G PLOT/SITE PLAN N �`�' -0U d� REAR PROPERTY LINE fl0,s ,a city of Menifee 3uilding & Safety Dept. to FEB 0 5 2016 Received /0� IEDGER & TRACK - PECTION REQUIRED LoL_o" 5 ,emuta z �7ea 1-cr� J z L 6 a 0 0 i w C 1 '4' OF FV ENIFEE ��I NNN J 8UlLDlNG AND SAFETY DEPARTMENT Q r.)L.AN APP OVAL C REVIEWE J f UAl t =Approval of these plans shall not be construed to he a permit r,or an �u1'd approval of,any violation of any provisions of the federal,state rat Q l� regulations and ordinances. This set of approve d plans must b lcepZn the jobsite until completion, FRONT PROPERTY LINE — Property Owners Name 6 3B(�.A- aW'5;i'4 Property Address 22— �BR€ l7C-,,l(5UJ6AP—&12-, l,Nr Inspection Job Card POST IN CONSPICUOUS LOCATION WITH APPROVED PLANS PERMIT NO: ?WU ev W55170 EMAIL INSPECTIONS TO bldg-inspCcDcityofinenifee.us or CALL (951) 246-6213 FOR INSPECTIONS BETWEEN THE HOURS OF 8:00 A.M. AND 2:00 P.M. 24 - 48 HOURS IN ADVANCE * SCHEDULING DEPENDENT UPON INSPECTIONS REQUESTED AND AVAILABILITY BUILDING DATE INSP BUILDING DATE INSP BUILDING DATE INSP INSPECTION INITIALS INSPECTION INITIALS INSPECTION INITIALS PRE-CONST. T-BAR CEILING WALLS MEETING U.G PLUMBING INSULATION FOOTINGS FOOTINGS DRY WALL BONDBEAM/ GROUT U.G.ELECTRIC EXT/INT.LATH DRAIN/SEAL LIFER/GROUND GAS TEST WALL FINAL SLAB SHAFT TEMP POWER/ PEDESTAL FIRE HOOD/DUCT ELEC.RELEASE SITE APPROVAL ROOFDECK/ SMOKE/ SEWER/SEPTIC TRUSS FIRE DAMPERS SHEAR/FRAME ROUGH CONDUIT WATER SERVICE COMBO FRAME PATIO LEDGER 740.JC FIRE FINAL ROUGH PLUMB POOLS MECH FINAL ROUGH ELEC. PRE-GUNITE I ELEC FINAL BONDING ROUGH MECH. PRE-DECK PLUMB FINAL FIRE COVER PRE-PLASTER SOLAR FINAL WALL POOL ENCLOSUR FIRE POOL FINAL BUILDING FINAL COVER CEILING RE KS: NOTE: ITEMS MAR7 IN RED ARE F E INSPECTIONS. i NOTICE: THIS PERMIT SHALL EXPIRE IF WORK IS NOT COMMENCED WITHIN OR IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS(6 MONTHS) FROM THE DATE OF PERMIT ISSUANCE OR FROM THE DATE OF THE LAST INSPECTION.