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PMT16-01667
City of Menifee Permit No.: PMT16-01667 _ 29714 HAUN RD. �CCELA? M ENIFEE, CA 92586 Type: Residential Addition MA,, MENIFEE Date Issued: 06/22/2016 PERMIT Site Address: 27600 MANGANESE RD, MENIFEE, CA Parcel Number: 335-030-003 92587 Construction Cost: $7,500.00 Existing Use: 1 &2 Family Residence Proposed Use: Description of INSTALL 24'x 31'DETACHED ACCESSORY STORAGE STRUCTURE Work: NO PLUMBING,NO ELECTRICAL Owner Contractor FRANSISCO ROSALES 27600 MANGANESE ROAD MENIFEE, CA 92587 Applicant License Number. MENIFEE,CA Fee Description DIV Amount($1 Building Permit Issuance 1 27.00 Inspections not specified 258 258.14 Additional Plan Review Building 118 112.50 GREEN FEE 1 1.06 SMIP RESIDENTIAL - 1 1.00 New Construction Permit Fee 1 124.58 General PlanMaintenance Fee-Building 1 12.91 General Plan Maintenance Fee-New 1 6.23 Construction $643.36 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 Perrnit Templele.rpl 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 contractor(s)pursuant to the Contractors State License Law). Chapter!)(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 reason: License Claw License No. By my signature below I acknowledge that,except for m p y personal residence Expires Signature in which I must have resided for at least one year prior to completion of WORKER'S COMPENSATION DECLARATION improvements covered by this permit.I cannot legally sell a structure that 1 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-insure 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 by Section 3700 of the Labor Code,for the performance of work for which this application is submitted or at the following website: this permit is issued. www.leeinfo.ca.eov/calaw.html. Policy It Date ❑I have and will maintain workers compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT section 3700 of the Labor Code,for the performance of the work for which �.Bv my signature below I certify to each of the fallowing:I am the property this permit is issued.My worker's compensation insurance carrier and policy caner 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 laws relating to J ing construction.I aut nz representatives of this city or county to Policyq Expires rtheabove Identified rope for inspection purposes. (This section need not to be completed is the permit is for one-hundred — dollars($100)or less Date ICJ oZ. ❑I certify that in the performance of the work for which this permit is issued, PRO ERTY OWNER RAUTHORIZED AVENT I shall not emolov any persons in any manner so as to become subject to the CITY BUSINESS LICENSE p worker's 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 forthwith comply with those provisions. Will the applicant or future building occupant handle hazardous material or a Applicant Date 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 o yes ❑No UNLAWFUL,AND SHALL SUBIECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000),IN Will the intended use of the building by the applicant or future building ADDITION TO THE COST OF COMPENSATION,DAMAGES AS PROVIDED FOR occupant require a permit for the construction or modification from South IN SECTION 3706 OF THE LABOR CODE,INTEREST,AND ATTORNEYS FEES Coast Air Quality Management District(SCAQMD)?See permitting checklist forguldelines CONSTRUCTION LENDING AGENCY oYes oNo I hereby affirm that under the penalty of perjury there is a construction Will 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) o Yes o No OWNER BUILDER DECLARATIONS I have read the Hazardous Material Information Guide and the SCAQMD I hereby affirm under penalty of perjury that I am exempt from the permitting checklist.I understand my requirements under the State of Contractor's License Law for the reason(s)indicated below by the California Health&Safety Code,Section 25505 and 25534 concerning checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 hazardous material reporting. Business and Professions Code).Any city or county that requires a permit to oYes ❑No construct,alter,improve,demolish or repair any structure,prior to its Date issuance,also requires the applicant for the permit to file a signed statement PROPERTY OWNER OR AUTHORIZED AGENT that he or she Is licensed pursuant to the provisions of the Contractors State EPA RENOVATION,REPAIR AND PAINTING IRRPI License Law(Chapter 9(commencing with Section 7000)of Division 3 of the Business and Professions Code)or that he or she is exempt from licensure The EPA Renovation,Repair and Painting(RRP)Rule requires contractors and the basis for the alleged exemption.Any violation of Section 7031.5 by receiving compensation for most work that disturbs paint in a pre-1978 an Applicant for a permit subjects the applicant to a civil penalty of not more residence or childcare facility to be RRP-certified firms and comply with than($500). required practices.This includes rental property owners and property 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( )all of or( )portion of the work,and the structure is www.eoa.gov/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 Contractor's State License Law does not apply to an owner of a property who,through employees'or personal effort,builds or improves the o An EPA Lead-Safe Certified Renovator will be responsible for this project 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 completion,the Owner-Builder will have the burden of proving that it was Firm Certification No.: not built or improved for the purpose of sale. o 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 Contractofs 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. BUILDING & SAFETY PERMIT/PLAN APPLICATION ,- !Menifee DATE 0 5/2 712 0 1 6 PERMIT/PLAN CHECK NUMBER 61�19 TYPE: ❑COMMERCIAL Q RESIDENTIAL ❑MULTI-FAMILY ❑MOBILE HOME ❑POOL/SPA ❑SIGN SUBTYPE: [—]ADDITION []ALTERATION ❑DEMOLITION ❑ELECTRICAL ❑MECHANICAL ❑NEW ❑PLUMBING ❑RE-ROOF-NUMBER OF SQUARES DESCRIPTION OF WORK Detached Accessory Storage Structure a„ �•X ~ X Building & Safety De PROJECTADDRESS 27600 Magnanese Rd, Quail Valley, CA 92587 MAY 3 1 2016 ASSESSOR'S PARCEL NUMBER 335-030-003 LOT 2 TRACT 19 PROPERTY OWNER'S NAME Fransisco Rosales Received ADDRESS 6700 Magnanese Rd, Quail Valley CA 92587 PHONE (951)616-4263 EMAIL dave@micominc.net APPLICANT NAME Same ADDRESS PHONE EMAIL CONTRACTOR'S NAME Same OWNER BUILDER? ❑✓ YES❑NO BUSINESS NAME ADDRESS PHONE EMAIL CONTRACTOR'S STATE LIC NUMBER LICENSE CLASSIFICATION VALUATION$ $7,500.00 SO FT 744 L SQ FT APPLICANT'S SIGNATURE DATE DEPARTMENT DISTRIBUTION CITY OF MENIFEE BUSINESS LICENSE NUMBER BUILDING PLANNING ENGINEERING FIRE GREEN SMIP INVOICE `G•�, PAID AMOUNT AMOUNT IVa' �� •� 0CASH '0 CHECK# OCREOITCARD VISA/MC PLAN CHECK FEES PAIDAMOUNT ^CASH ^CHECK# CREDIT CARD VISA/MC OWNER BUILDER VERIFIED "'YES O NO DL NUMBER NOTARIZED LETTER O YES O NO City of Menifee Building&Safety Department 29714 Houn Rd. 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REQUIRE A PROFESSIONAL ENGINEER'S SEAL,PLEASECONTACTA S A SOFTWARE NMN SOFT\VARE DEAELOPMENTATS911 RENAISSANCE PLACE.9UTIE8 TOLEOO OH 43633 OR AT pESIG-N UIVELOPNE\T 1119393-1953 IT REGISj�R OWNER: LOCATION: 27000 MANGANE5E nY W p QUAIL VALLEY, CA 92557 K O SHEET TITLE: v m D � F ti `Q m b ?o COVER 51 iEET A cmi O��q Z �a PROJECT NO.: 201-I G-0290 N N 2133N�9� 1280 S.Buena Vista St,Suite A DRAWN BY: AF San Jacinto,CA 92583 1-888-268-3777 DATE: 3/1 5/20 1 G SHEET NO.: I OF 7 -, O O 0 z 70 N = rn - z o a p T 0 0 0 � � D O N z O rn a � n rn 0 rn rn JN N n rn < <u`• N N r [ N I2'0' <rr<r rn [ � r < D > O Q rn rn _� r < rn ° D 19= o � O O rn - z 15-s" p D N r � r b Fn = rn _ D JN W O z 1 2'-0" m y m q� O � R OWNER: LOCATION: mYY �p �as��e5 27000 MANGANESE O 0 QUAIL VALLEY, CA 92557 w D O OT SHEET TITLE: y ELEVATIONS T m_ D r o A cmj O,p�q Z PROJECT NO.: 20 1-I G-0290 N a33M`�� 1280 S.Buena Vista St,Suite A DRAWN By. AF San Jacinto,CA 92583 1-888-268-3777 DATE: 3/15/201G SHEET NO.: 2 OF 7 (D Cb V Q) p .P W N - T nO > �rnF z z rn OO p � O z Ors n c A 3 o s n A0 z A 0 N y p 3 m p m 0 N n @ m x z rD 0 A � os5 �nD3 = zrnZ`ouZ > yr A F N m 1 m m m n S y N Z 0oU' NO,� A F rn n 0 fu A D > N _ z D N 0 0 0 o 0 a s i 0 F F 0 n v z 0 Oz rn 0 ➢ z m 0 rn r m N J N N D ➢ r m D K ➢ m S A - - - • r zF .y A n 0ro z DD O FN O 4l z = N D D D D ^T' 0 00 i Q ~ O D W 0 X X In p 8 ➢ m F a 4 N ~O D ➢ O A = I� p z AA 3 � F 3N rn rnm rn v z o n o 0 3 $ I_0 D N A N z O = N p rn D O N z rn T O N m ,C D > � I I A N N COMROL JOINT — + - - t X N G A N zn n G nrn Om A^AJ O ID I o➢ C N U Z n i c ` � AS PER LOCAL D � s ^' 3 � CODE IN 12" o O r O m D d m Z D m O z O z c A5 PER LOCAL z D = CODE MIN. 12° r D rn r z- � A5 PER LOCAL N CArn 3 CODE MIN. 12" p =x N z _ z - n o � r m m r. 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( § /// /§ \ // / 0 ( 1 ; ■ | ( / . /; \ / .. ps n , • ` o ^®! / / ( > > G. / { § o E / g � - - - -Q; / / § ) ( ® m - - ------ ----- - ------ - \ ) � `� US " | Q a.....2§g FASTENERTHRU INFORMATION IMPERIAL RIB@ 3611 Coverage 11 9 �--y; { i SECTION PROPERTIES TOP IN COMPRESSION BOTTOM IN COMPRESSION PANEL WEIGHT (KSI) Ix See Ma be Se Ma THICKNESS S (IN4/t6) ON'�) Kp in.1 QN%L) QM/fL) (Mp ID-) 0.015 0.70 80 0.0103 DO183 Ob952 0.0089 DD185 R5836 D.E D.88 F. 0.0135 0 0218 0.7829 O.OD79 1 0 018E 1 0.6780 NOTES 1. Section properties and allowable stresses are ealcuated in accordance with the 1986 AJSI specifications for light gauge structural manbers. 2 1x 13 for de0aetton determination. 3. Se Is for bending. 4. Ma is allowable benmrig movement. 5 A,-values are for one foot of panel wiOth. 'ALLOWABLE UNIFORM LOADS (PSF)IN POUNDS PER SQUARE TOOT l5panj.pa CeE:2W 1A0 11-501 200 ILSO 13.00 13.50 14XO 4.60 IS.Do 15A 16A0 aSD 7A0 7SD 800 1 am ?xrrvs Wind 520 231 130 83 58 42 33 26 21 17 14 12 11 9 8 7 N ' s Wind 528 235 132 84 59 43 32 26 21 17 IS 12 11 9 8 7 Singlia Live 090 173 98 62 43 32 24 19 16 13 11 9 a 7 6 5 Deflection U1130 BDO 267 113 Ni 33 21 14 10 7 5 4 3 3 2 2 1 De9a•tion jA4Q 676 200 84 43 25 16 11 7 5 4 3 2 2 2 1 1 Vosibve Wlnd 528 235 132 84 59 43 33 28 21 17 15 12 11 9 8 7 Negative Wald SW 231 130 83 5a 42 33 26 21 17 14 12 11 9 8 7 2 Spyc Live 396 17B 99 63 44 32 25 20 16 13 11 9 8 7 B 6 t)fffteemill./IN1874 555 234 120 69 44 29 21 15 11 9 7 5 4 4 3 oes 1406 416 178 90 52 33 22 15 11 8 7 5 4 $ 3 2 Positive Wind 96D 293 165 106 M 84 41 33 26 22 18 16 13 12 10 9 Negative Wind 650 289 163 104 72 53 41 32 26 21 18 15 13 12 10 9 3 Span Live 495 22D 124 79 55 40 31 24 20 18 14 12 10 9 a 7 DeflecMon 8 1488 435 184 94 54 34 23 16 12 9 7 5 4 3 3 2 Deflection V240111101 328 IM 70 41 26 17 12 8 7 5 4 3 3 2 2 r ALLOWABLE UNIFORM LOADS (PSI')IN POUNDS PER SQUARE FOOT >3 an—type Load Type 1.Do I ib0 200 250 300 a59 4DO I 4hM 5A0 1 SSO 0.00 1 850 1 7.00 TS9 10.00 1&W Positive,Wind 696 309 174 111 77 67 43 34 28 23 19 16 14 12 11 10 N alive ind OM 288 151 96 67 49 29 30 24 20 17 14 12 11 9 d Single Uve 522 232 120 34 58 43 33 26 21 17 14 12 11 9 9 7 Deflection M80) 1180 350 148 76 44 26 18 13 9 7 5 4 3 3 2 2 t2Vocrilon 40) 8W 282 111 67 33 21 14 10 7 5 4 3 3 2 2 1 Positive Wind W3 260 151 96 67 49 38 30 24 20 17 14 12 'ii 9 8 N afire Wind 696 309 174 111 T7 57 43 34 20 23 19 16 14 12 11 10 2 Span 452 201 113 72 50 37 28 22 to 15 13 1+ 9 a 7 6 Deflection MOO 1W3 493 208 106 62 39 26 18 13 10 8 6 5 4 3 3 Defiectlon PJ2401 124E 170 156 80 46 29 19 14 10 7 6 5 4 3 2 2 POW"Wbnd 753 335 IN 121 8a 61 47 37 80 25 21 18 15 13 12 10 N Wind 870 387 217 139 97 71 54 43 35 29 24 21 18 15 14 12 3 Span Live 565 251 141 90 63 46 35 28 23 19 18 13 12 10 9 8 DefleNon(� 1303 388 163 83 48 30 20 14 10 8 6 5 4 3 3 2 Deflection"40) 977 290 122 63 25 23 15 11 8 6 5 4 3 2 2 2 NOTES: 1. Section properties and allowable stresses era Calculated)n accordance with the 1986 A1Sl specifications for light gauge structural members. 2- Steel strength ofthru fattener panels is 80 KSI minmum yield. Stc-el strength of concealed panels 1s 50 KSI minlmwn yield. These contorm to ASTM MS(galvanized)and A792-94(GavalumeM. 3. Vaiue3 shown as allowable loads are based on panel covering three equal spans. Multiply by 0.8 for two span allowable loads. 4 Allowable loads for wind have been increased by SM Panel weight has not been deduced.Mlnenum bearing length moat be checked. 5. For agricultural Structures,the UBC and$1300I building codes require a minimum of 10 PSF roof live foads. 6. Deflection loads are limited by a.maximum deflection ratio or Ul60 of span. TF..4 SUBJECT TO CHANGE WfTFiOUT NOTICE EFFECTIVE DATE JANUAPY 1,2000