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PMT16-02803 City of Menifee Permit No.: PMT16-02803 29714 HAUN RD. Type: Residential Electrical 4q-iCCEI1-A—> MENIFEE, CA 92586 MENIFEE Date Issued: 0910712016 P E R M I T Site Address: 28741 COUNTRY ROSE LN, MENIFEE, Parcel Number: 372-231-019 CA 92584 Construction Cost: $28,000.00 Existing Use: Proposed Use: Description of INSTALL ROOF MOUNTED SOLAR PV SYSTEM 23 MODULES,23 MICROINVERTERS 7.94K\N Work: Owner Contractor DENICE MEGREW IN B BAKER ELECTRIC INC 28741 COUNTRY ROSE LN 2140 ENTERPRISE STREET MENIFEE. CA 925134 ESCONDIDO, CA 92029 Applicant Phone:7605466000 TERRY MCARTHUR License Number:858088 N B BAKER ELECTRIC INC 2140 ENTERPRISE STREET ESCONDIDO, CA 92029 Fee Description ON Amount($ Solar, Residential or Small Commercial 1 252.00 Building Permit Issuance 1 27.00 Additional Plan Review Electrical 158 157.50 GREEN FEE 1 2.00 SMIP RESIDENTIAL 1 4.00 General Plan Maintenance Fee-Electrical 1 12.60 $455.10 The issuance of this permit shall not prevent the building official from thereafter requiring the correction of errors in the plans and spedfications 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_B1dg_Perrnit Templaterpt 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 contmctor(s)pursuant to the Contractors State License Law). Chapter9(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 Professions Code and my license is in full force and effect. the following mason: License CJass—C Licen N 3660eC� By my signature be low I acknowledge that,except for my personal residence Expires kD\%1- Signature- in which I mot have raided 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 o 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-insum for worker's 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. www.IeKinfo.ca.Rov/caIaw.htmI. Policy# Date IL4,have and will maintain worker's compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT section 3700 of the Labor Code,forthe performance of the work for which a By my signature below I certify to each of the follomfing:I am the property this permit is issued.My worker's compensation insurance carrier and policy owner or authorized to act on the property owner's behalf.I have read this number are: application and the information I have provided is correct.I agree to comply Carrier with all applicable city and county ordinances and state lam relating to building construction.I authorize representatives of this city or county to Policy#MW --)bGb05-Mxpii 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 o I certify that in the performance of the work for which this permit is issued, 056 94W I shall not employ any persons in any manner So as to become subject to the CITY BUSINESS LICENSE# 19' worker's compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION subject to the wo k r' nsation provisions of Section 3700 of the Labor Code,I shall f o ply with those provisions. Will the applicant or future but ding occupant handle hazardous material or a Applicant Data mixture containing a hazardous material equal to or greaterthat the amounts specified on the Hazardous Materials Information Guide? WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS 11 Yes No UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES (I Will the intended use of the building by the applica nt 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[SCAQi See permitting checklist IN SECrION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES forguldelines CONSTRUCTION LENDING AGENCY ci Yes '�No I hereby affirm that under the penalty of perjury there is a construction Will th P oposed 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) o Yes No a OWNER BUILDER DECLARATIONS I have She Hazardous Material Information Guide and the SCACIMID 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 Contractor's License Law for the reason(s)indicated below by the hazardous material checkmark(s)I have placed next to the applicable iftern(s)(Section 7031.5 ayes C5(No Business and Professions Code).Any city or county that requires a permit to I Date construct,alter,improve,demolish or repair any structure,prior to its PROPERTY owiXRZIRMUTHORIZED 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 Contractor's State EPA RENOVATION,REPAIR AND PAINTING(RRP) 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 childore 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 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 I I all of or I I portion of the work,and the structure is www.epa.govIlead or contact the National Lead Information Center at not intended or offered for sale.(Section 7044,Business and Professions 1-80"24-LEAD(5323). Code;The Contractor's State License Law does not apply to an owner of a ci 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 am 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 wi 11 have the burden of proving that it was not built or improved for the purpose of sale. o No EPA Lead-Safe Certified Firm is required for this project bemuse; ci 1,as owner of the property am"d usively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code;The Contractor's State License Law does not apply to an owner of a If your pircject does not comply with EPA RRP rule please fill out the RRP Acknowledgement. Z pantn . it CorPoration 09/0,/,0", Z Wt4g0Ver""111foro,,i4ri,,,,, f 'URISD/c 't PLAN TION: City Of M"ifee Y CHECK No.: Q APPLICAN7 P'WT16-02803 -��JU�Is. PROJECTADDRESS: 2,,,74, Cou3mtrylRo's, C1 PLAN R PF?OJECTNAME. ) SET.- I Q FILE EVlEWER SYsten, ZIVICZ AIZGRBW 23 Lu. The Plans transmitted he -4C rqOdules @ 345 Watts Solar Photovoltaic With the jurisdiction' rewith have been QThe Plans tra s building codes. corrected where necess When Mino nsMitted h arY and substantially comp, r def.i.ci.encies ereVith 'ill Subst cl identi v� lowantially comply The Plans transmitted h fied be are resolved a With the jurisdiction's buildin Cod.-. and shOuld be correcte erewith have - nd checked by building depa 9 gnificant defi - rtMent stat list t'an d and resubmsi IcIencies identified on the enclosed check list LD The check itted for a co Corporation until csmitted he with is ml)lete recheck. orrected p re for your Information LD The applicant,s lans are submitted for recheck.The Plans are being held at Esgil C7contact Person. COPY Of the check list is enclosed for the jurisdiction The applicant's copy Of the check list has been sent to: to forward to the applicant [`� Esgil Corporation LD Esgil Cor oration staff did not advise the applicant that the Plan check Person contacte staff did advise the app has been Date contacted: Tel One #:licant that the Plan check has been Completed. I fe y -rell-Ph-ne y C] completed. EMARKS: Fax Iii Person Fax #: E'Y: Sergio E-mail: EsGil C 4zuela Orporation C1 GA Ej El E3 PC 0812912016 Enclosures: 9320 Ces'Peake I)rive, Suite 208 * San L)iego, Ca"On"a 92,23 * (858)S60-146R City of Menifee PMT16-02803 09/01/2016 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE PLAN CHECK NO-: PMT16-02803 JURISDICTION: City of Menifee DATE: 09/01/2016 PREPARED BY: Sergio Azuela BUILDING ADDRESS: 28741 Country Rose LI, BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING AREA Valuat on : :!gi I Multip ier Mod. PORTION Sq. Ft Air Conditioning Fire Sprinklers TOTAL VALUE manuallnPut Junsclictio Code rnnf F_ Bldg, Permit Fee by ordinance plan Check Fee by ordinance structural OnlY Type of ReView: complete Review E]Repetitive Fee other Hrs. @ �Hourl F___$,l57,50jV/ Repeats Lv�_ EsGil Fee EgA Based on hourly rate Comments: 1 1/2 hours plan review. Sheet 1 of I macvalue,doc+ MESRI ENGINEERING 6798 LA JOLLA BOULVARD LA JOLLA,CALIFORNIA 92037 1 I'l 858 454 0883,IF]858 459 3428 lemaill MIKE—MESRI@SBCGLOBAL.NET City Suilding 8c)f Menifee , Safety Dept, ADDITION OF THE SOLAR PANELS AND RACKING AU6 2 6 2016 OVER THE ROOF FOR THE MEGREW RESIDENCE 28741 COUNTRY ROSE LANE Received MENIFEE,CA 92584 CLIENT: BAKER ELECTRIC SOLAR August 23,2016 MESRI ENGINEERING 6798 LA JOLLA BOULVARD LA JOLLA,CALIFORNIA 92037 ITEMS REQUESTED BY THE CITY: 1. VERIFY THE ADDITIONAL SOLAR PANEL WEIGHT IS LESS THAN 10%OF TOTAL WEIGHT OF THE BUILDING,INCLUDING ROOF, AND THE TRIBUTARY WALL WEIGHTS IN THAT DIRECTION. ROOF DEAD LOAD: R00F7NG TYPE(TILE/SHINGLES) ll.0PSF PLY 1.5 PSF ROOFMEMBERS 3.0 PSF CLG +INSUL4TION 3.5 PSF misc 1.0 DE.4D LOAD= 20.0 PSF LIVE LOAD=16.0 PSF YEAR BUILT: 2003 CODE IN EFFECT AT THE TIME OF CONSTRUCTION: 1997 UBC EXTERIOR WALL DEAD LOAD: 16.0 PSF AREA OF THE SOLAR PANELS: 403 SQ.FT. WEIGHT OF THE SOLAR PANELS: 1292 POUNDS MESRI ENGINEEPJNG 6798 LA JOLLA BOULVARD LA JOLLA,CALIFORNIA 92037 FLOOR AREA AT SOLAR PANELS: 2187 SQ. FT. CALCULATE TBE TRIBUTARY WEIGHT ROOF+WALL ANY DIRECTION: ROOF: 20 X 2187 =43740# WALLS: 16/2 X 2187 = 17496# TOTAL: 61236# SOLAR PANEL WEIGHT/ROOF+WALL WT.= 1292/61236Xl00=2.I1 %< I0 %0OK. 2. CHECK THE (E) ROOF MEMBERS TO SUPPORT THE NEW SOLAR PANELS: BY INSTALLING THE NEW PANELS ABOUT(3.0 PSF)THE LIVE LOAD OF 16.0 PST IS ELIMINATED IN THE EFFECTED AREAS, THUS THE LOADING ON THE EXISTING ROOF MEMBERS IS ACUALLY REDUCED. 2 MESRI ENGINEERING 6798 LA JOLLA BOULVARD LA JOLLA,CALIFORNIA 92037 110 MPH, 3 SEC GUST,EXPOSURE C. SEE PAGES 4,5. IN MOST CRITICAL ROOF ZONE 2 (USE AVERAGE UPLIFT FOR ZONES 1,2): UPLIFT: 22 PSF 5/16"S.S LAG SCREWS @ 48"O/C EACH DIRECTION: UPLIFT PER SCREW: 5.5X4X22XI/2=242 9 5/16" SS LAG SCREW CAPACITY=266 POUND PER INCH OF PENETRATION TOTAL UPLIFT CAPACITY PER SCREW: 266X2.5=665 POUND PER SCREW>242#OK. USE 5/16" STAIN LESS STEEL LAG SCREWS Q�4'-0"ON CENTEP, EACH WAY (BOTH DIRECTIONS)WITH A MIN. EMBEDMENT OF 2 /2"THREAD DEPTH IN WOOD MEMBERS. LOCATE ALL SCREWS AT THE CENTER LINE OF WOOD MEMBERS OR THEY WILL NOT BE FULLY EFFECTIVE. SOME JURISDICTIONS MAY REQUIRE STAINLESS STEEL SCREWS. 3 Tide Block Line i Prqect Tells, You can change this area Engineer Project ID: using the'Settings'menu item Prv,'ect Descr: and then using the'Printing& Title Block"selection. Tide Block Line 6 9 Ve ASCE-(. 10 SiMplified Procedure Wind Loads EMERD.I.C.14C. -2014.801d.s.14 9.4.Ver.6,14.a4 Description: 110 MPH MISID CALCULATIONS Anal)Lical Values (ILAVT­IMA�M VALWE-56) CalCtilitiOnS p2rASCE 7.05 V:Basic Wind Speed per$ect 6.5.4&Fit)LIM 1 110.0 mph Roof RistrRurn Ratio 412 Occupancy per Tab!e 1.1 11 All Buildings and other structures except Importance Factor per S-.1.6.5.5.&Table 6-11 1.00 those listed as Category 1,111,and IV Exposure Category per 6.5.6.3.A 9.5 Exposure C MRH:Mean Roof Height 15.0 ft Lambda:per Figure 6.2.Pg 40 1.21 Effective VAnd Area of Component&Cladding 10.0 1162 NO[design pressure from table 1609.9.2.1(2)&(3)interpolated by aw Roof pitch forclatfifing pressure 0 to 7 degrees Userspecilied ritinimurn design pressure 10,0 psr Topograph,c Factor Xzt per 6.5,7.2 1.00 LHO:Least Horizontal Dimension it a=max(0.114*LHD,3.m[n(G.10*LHD,0.41MRH)) 0.00 it max(0.04*LHD,3,min,010-LHO.04,MH)) Design Wind Pressures Mwimum.Ac�iimjja�Lead Case per6 4 2 1�1=10 PSF oil eml:e ver4,10al ptane Horizontal Pressures... Zone: A = 32.119 psi Zone: C = 21A2 psi 7cc, Zone: a = -10.00 psi Zone., 0 = .10.00 PSI Vertical Pressures--- vJ�IA1CD= 2.1 Zone: E = -27.95 psi Zone: G = -19.36 psi Zomr. F = .19.36 psi Zone., H = -14.76 psi Overhangs... Zonis; Eoh -39.08 psi Zone: Gob -10.61 PSI Component&qLadding Wind Pro��suters Minimum Additional Load Case Parr 6.4.2.1.1 10 PSF art entire vertical plane Dn�___. Design Mind Pressure=Lambda'Kzl'Impovitance'Ps30 perASCE7.0564.ZlEq6.I Rool Zone 1 Positive: 10.769 psi Negative: -26.378 psf olzwr��Z� rr, C?L LAS S Tw� Roof Zone 2: PoSitive: 10.769 psi (-Z Negative: 44.165 pst Roo[Zone3 Positive: M-169 psi 4-4 Negative: -66.550 PSI 22-0 fS7 Wall Zone 4: Positive: 26.118 psi Negathre: -28.5S psi Wal]Zone5: Future. 26.378 psi Negative: .35.211 psi RooICvernanqZo;m2: .37.994 psi Roof0vorlang Zone 3. -6Z416 psi Design VVInd Pressures Walls & Roofs Enclosed Buildings N;; A \J� Flat Roof Hip Roof (7' < 0 :� 270) Gable Roof (0 7*) Gable Roof (7' < 0 :� 45 ) F] Interior Zones End Zones Corner Zones F.�� �z"2 1 WV, II, ll".L.3 III:,:,j",opplied normal!I,th� wfox.I'm B.at h=.',()11 to I not Adjwt to olm condru-no,twng :,Io P.,rz,iov,acoq I.,warIl and 1,11y fram thc sorbucs.ri:�puct,"J, I I I it, 0�2� ,Zoo,,I h,,1 I N-imital iL,Zow 2 tod mt:', -j""t III I,,, f,intIt,liol.jud,011drIii,UIC Cli!'�JoC 3FIMIJIV,11�,:h I iw kmv I:percell of f,alst I... 'Hownsion or 041%.u hoeliever is stmila,III,not le,than ellre,41.at lept horil.oll(Al diniC1,51,11) I, I F1 10 1)oil \1c,v.r... m(W fIIICICII).mcrl �1,e kipt'I'all b.Im.1 ft"'wrimlyle.�11t.. 10 N"gi,M "14",ornlofrI.....I...ti'mmil. I% Minimum Design Loads for Buildings and Other Structures 287 il 5(51) 0(67) AP(63 130(58) 120(54) ilOJ49) 110(49) 120(641 30(58) UO(63) 15 (67) 16.0 160(721 FIGURF 26.5-1A Baste Wind Speeds for Risk CategOrY 11 Buildings and Other Structures Notes: I. V'illues are design 3-becond Pst%kind s.peccis in miles per bour(1111S)al ,,.I ft(Join)above cround for Fxpoure C Cale-Mv. 2. Linear interpolation belwcen corInAlfs Is Pert"iticd. d speed contour of tile couslal area. 3. Islands and coast!']arcas OtIlside tile last coniour shall Use tile last will uIltist,11 %% ,)it condition& 4, 1\4kuntaillons terrain.solges.occan promontories,and special illd re.juns sball be examined fu- cc ill io vear,tall"Mil ,xcec&,jcc pit,bilhilitv 0.00141. 1 r1c probability of esceedarl 3. Wind speeds correspond nj upprominate v 117 MR1 700 yeam), STANDARDS7_11. solmyoulat u,,&.we..compitt.wstanadonmcmuaI :FUNIRAlf Step6,]Dlb,=Wv theUPMftlueXcARCft)"a" de=,IwtherequhvdlasUltamm&menttDftmf Table 11.Uplift polnt Load Calculation Tow Dosir LWA(UP114 step I t,iWd,l,4thpmMdftubr%o raft 0 x it Ras Span: L x 12 it Stop 4 upyt Point Lcack R caliaddo(b)In rcdO2,*u(ASD) UseTable U to select a hil bolt sl=admbpdm—tdopffito sadd7yourupultPoInt Load FozoDRGbs),rzquhcraentL ife fto DlaothaupOPOICelmd aivm pvwd=dd*,h -MbIBU)b)NtlIDwithdfwNd mpadtylndre29Ida"m-Of r,.4mR4LmI%h mgftm Wresultsinituates ofWMla&lc=beddodd,=a D,te"Fi4s"tis QA6 23S dqnbumdadtocounteractche EmplmanD Sf=0,L*dmCjo Fine holtisused(as wltb a concrete (MSR165of ablahm) 0.46 23S Harn,Fir,Rodfrood Cdc-W-10) 0.43 212 docu�teffm HwOlr(Norih) 0.46 235 7h=d it is the bataller's reoponslIffilY US 307 "h novexWomthomthstructstre "M,Mo,Rr 0.42 andattachmeasmatlICIALls L seveigmatiotosmippeatthe I vmximm poleeloaft edcwated SIPMONFiDe'll? rdtag to Step 5 and Stel?6. 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