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PMT17-00495 City of Menifee Permit No.: PMT17-00495 29714 HAUN RD. Type: Residential Addition '(;kCCELJ MENIFEE,CA 92586 MENIFEE Date Issued: 02/17/2017 PERMIT Site Address: 30423 COWBOY LN, MENIFEE, CA 92584 Parcel Number: 358-521-012 Construction Cost: $12,000.00 Existing use: 1 &2 Family Residence Proposed Use: Description of INSTALL 10'X 19'&10'X 1 T LATTICE ALUMAWOOD PATIO COVERS, NO ELECTRICAL Work: Owner Contractor PETROFF RESIDENCE QUALITY CUSTOM POOLS INC 30423 COWBOY UN 30138 MARNE WAY MENIFEE, CA 92584 MENIFEE,CA 92584 Applicant Phone:9516799732 HANNAH BARRETT License Number:795820 QUALITY CUSTOM POOLS INC 30138 MARNE WAY MENIFEE,CA 92584 Fee Description gliz Amount 1E1 Building Permit Issuance 1 27.00 Deck/Patio, non-standard 1 133.00 GREEN FEE 1 1.00 SMIP RESIDENTIAL 1 2.00 General Plan Maintenance Fee-Building 1 6.65 $169.65 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 slated,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_Mg Permit_Templatespt 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). Chapter9(commencing with section 7000)of Division 3 of the Business and 0I am exempt from licensure under the Contractors State License Law for Professions Cade and my license is in full force and effect. the following reason: License Class L;S'•b License No.'1y1S 4�-2-0j� By my signature below I acknowledge that,except for my personal residence Expires Slgnature` �/— 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 0 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 this application is submitted or at the following website: by Section 3700 of the Labor Code,for the performance of work for which www.leainfo.ca.epv/calaw.lstml. this permit is issued. Polity# Date I have and will maintain worker's compensation insurance,as required by PROPERTY OWNER OR AUTHORIZED AGENT section 3700 of the Labor Cade,for the performance of the work for which O By my signature below I certify to each of the following:I am the property this permit is issued.My worker's compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this number are: `` '' application and the information I have provided is correct.I agree to comply Carrier�V2.v'c'..�4 ✓V0. u•r � with all applicable city and county ordinances and state laws relating to building construction.I authorize representatives of this city or county to Policy# h..a l O 0621 Ct—) Expires �the above f/n�entin d property for inspection purposes. (This section need not to be completed is the permit is fo one-hundred s�ir�s rn�� Date dollars($S00)or less PROPERTY OWNER OR AUTHDRIZEDA NT ertify that in the performance of the work far which this permit is Issued, shall not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE# 00S 7 3 L workers compensation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION subjectto the workers compensation provisions of Section 3700 of the Labor Code,1 shall forthwith comply with those provisions. Will the applicant or future building occupant handle hazardous material or a Applicant Dale mixture containing a hazardous material equal to or greater that the amounts s ecified on the Hazardous Materials Information Guide? WARNING:FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS 0 Yes 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 d;f°No 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) 0 Yes lido 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 reason(s)indicated below by the hazardous material reporting. checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 es• 0 No Business and Professions Code).Any city or county that requires a permit to �/ _ ti Date 'L• j 7 •(`1 construct,alter,improve,demolish or repair any structure,priorto Its PROPERTY 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(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($500). managers who do the paint-disturbing work themselves or through their 01,as owner of the property,or my employee with wages as theirsole employees.For more information about EPA's Renovation Program visit: compensation,will do( )all of or( )portion of the work,and the structure is www.epa.gov/lead or contact the National Lead Information Center at not Intended or offered for sale.(Section 7044,Business and Professions 1-800-424-LEAD(5323). Code,The Contractors State License Law does not apply to an owner of a o An EPA Lead-Safe Certified Renovator will be responsible for this project property who,through employees or personal effort,builds or Improves the property provided that the improvements are not intended or offered for Certified Firm Name: sale.If,however,the building or improvement is sold within one year of Firm Certification No.: completion,the Owner-Builder will have the burden of proving that it was not built or improved for the purpose of sale. o No EPA Lead-Safe Certified Firm is required forthis project because: gd,as owner of the property am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors State License Law does not apply to an owner of a If your project does not comply with EPA RRP rule please fill out the RRP Acknowledgement. SAFETYBUILDING & PERMIT/PLAN APPLICATION lddmibk�_�MenI ee DATE PERMIT/PLAN CHECK NUMBER TYPE: O COMMERCIAL O RESIDENTIAL O MULTI-FAMILY O MOBILE HOME 4/ POOL/SPA O SIGN SUBTYPE: O ADDITION O ALTERATION O DEMOLITION O ELECTRICAL O MECHANICAL O NEW O PLUMBING O RE-ROOF-NUMBER OF SQUARES DESCRIPTION OF WORK PROJECTADDRESS ASSESSOR'S PARCEL NUMBER LOT I� TRACT ✓9 � T OWNER NAME ADDRESS 3c}�13 Lz.., Lc:nR PHONE EMAIL APPLICANT NAME kip, r, ADDRESS PHONE EMAIL CONTRACTOR'S NAME OWNER BUILDER? C YES O BUSINESS NAME ADDRESS D,053$ �Gr W PHONE EMAIL CONTRACTOR'S STATE LIC NUMBER °;S`i-Lo LICENSE CLASSIFICATION CS3 VALUATION$ it, 00 ., SQFT LSQFT APPLICANT'S SIGNATURE ! � DATE 1.• 11. 1-1 AL DEPARTMENT DISTRIBUTION Ia,/ ^/Q CITY OF MENIFEE BUSINESS LICENSE NUMBER BUILDING PLANNING ENGINEER G FIRE GREEN ` SMIP INVOICE '(n PAID AMOUNT O AMOUNT vv + OCASH 0 CHECKN OCREDITCARD VISA/MC PLAN CHECK FEES PAID AMOUNT O CASH O CHECK# O CREWCARD VISA/MC OWNER BUILDER VERIFIED O YES O NO DL NUMBER NOTARIZED LETTER O YES O NO I . .N i✓':: L) �Ji,•l r. r Lq?i_ :!uu. ;ci. I �' 'iS ? ' G,'_'-- Existing 2:1 UpsloPe Existing 2:1 UpsloPe pla wa pl. Ph Bench Art Rock 3'h Country Manor Wall Waterfall 013arstools 5' +ig" 26'6" O 3'6" Concrete Area Is P/a PIS Is Area wa Hand Ran "�M16'Aluma Cover W*?IdAluma Cover 10'x1g' Existing Cal Room 10'x 11' and Concrete Area Existing A/C Unit ``- LEDGER & A(`K -51 6" pool Equipment Q iRED ncreta Concrete Petroff Residence 30423 30423 Cowboy Lane Menifee, Ca 92584 CITY OF MENIFEE 0sl) LASO_1711 BUILDING AND SAFETY DEPARTMENT PLAN APPROVAL w V7 REVIEWED BY DA. 'Approval of these p s shall not be construed to be a pe it for,or an o approval of,any 'ola. n of anY previsions of the federal,st or city Q regulations d ordinances, This set of approved plans st b kept on the jobsite til completion. 1 crete Existing UrWaway Existing Walkway on Canasta lec ESEVALUATION SERVICE L,� Most Widely Accepted and Trusted ICC-ES Evaluation Report Building & a ESR-2676P FEB 11 2017 Reissued May 2016 Revised January 2017 4WN Ea P'A 1 V e d This report is subject to renewal May 2018. wwvvJcc-es.ora I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® OF MENIFEE DIVISION: 10 00 OO�PECI`A�'FI S e s accompanyingthis report and as Section: 10 73 00—Protecti, pt NG AND SAFETY fti t ih �sreppo'rt. The wlls ut be unenclosed on three sides for attached patio covers, and on four sides for REPORT HOLDER: PLAN APPROVAL freestandi g patio covers, carports and commercial structure Thes products are also marketed under the UNITED DURALUME PRODUCTS,INC, de s . 350 SOUTH RAYMOND AVENUE FULLERTON, CALIFORNIA92631iIEWED BY Th to a do coves have been verified as (714)773-4011 in o th p jsions of 2 CALGreen Section www.unitedduralume.com A4.404.3.3 and (iij IRC 700-2012 and ICC 700-2008 www.duracoolvatios.com Section 601.5. Note that decisions on compliance for those udpinc aa)gmail.com N, no'e^ a (fjer ro this report.The user is advised "Approval of these plans shall not be ton roe -specific provisions that may be contingent EVALUATION SUBJECT: royal of,any violation of any provisioapofthe ,4)�€,yc conditions, and the verification of approval a d This set of a�8qsert. These of s4andard often provide supp1Lts1de the scope lemental f this mfo a0on '1 UNITED DURALUME FREESIa'Rl�@IffY2� A�t4fP{ HED v PATIO COVERS, CARPOFfTgite4MfpcorR0AWERCIAL as guidance. STRUCTURES 3.2 Materials: 1.0 EVALUATION SCOPE 3.2.1 Aluminum:The aluminum members are roll-formed and extruded shapes of various alloys and tempers, 1.1 Compliance with the following codes: complying with Chapter 20 of the IBC and as specified in ■ 2015 and 2012 International Building Code ®(IBC) the engineering plans accompanying this report. ■ 2015 and 2012 International Residential Codee(IRC) 3.2.2 Steel: The steel members are formed from various grades of galvanized steel complying with ASTM A653, Property evaluated: ASTM A123 or ASTM A153 and having a minimum grade or specified strengths and a minimum galvanized coating Structural designation as specified in the engineering plans 1.2 Evaluation to the following green code(s) and/or accompanying this report. standards: 3.3 Foam Plastic Core Sandwich Panels: ■ 2013 California Green Building Standards Code Sandwich panels used with the United Duralume products (CAL-Green),Title 24,Part 11 to form patio covers must be recognized in ICC-ES 1 ■ 2012 and 2008 ICC 700 National Green Building ESR-3779 and have a maximum panel thickness of Standard^" (ICC 700-2012 and ICC 700-2008) 6 inches (152 mm). Installation of sandwich panels must be In accordance with ESR-3779 and as indicated in the Attributes verified: approved engineering plans accompanying this evaluation ■ See Section 3.1 report. LO 2.0 USES 3.4 Mechanical Fasteners and Anchors: The United Duralume freestanding and attached patio Mechanical fasteners and anchors, used for connection covers described in this report comply with Appendix I of amongst components of the cover structures (including the IBC and Appendix H of the IRC. Freestanding and patio covers, carports and commercial structures), and for attached carports and commercial structures are used as connection of the attached cover structures to the covers where permitted by the applicable chapters of the supporting structures, must be in accordance with the IBC,including IBC Section 406 for carports. . engineering plans accompanying this report. 3.0 DESCRIPTION 4.0 DESIGN AND INSTALLATION 3.1 General: The design and installation of the patio covers, carports and commercial structures must be in accordance with this The freestanding and attached patio covers, carports and report and the engineering plans, dated January 15, 2017 commercial structures must be constructed according to for the 2015 IBC and IRC (December 11, 2013 for the ICC-ES EvaGmttan Report/are not to be canrm,ed as representing aesibetics ur mp•other attributes not specifeally addressed.nar are they to be eonsnmed man endorsement oflhe subject ofthi mport or a recommendation for iu me.There is no wammno,by ICC Evaluedon Service.UC.s press or implied,as to anyftudbtg or other mutter In this report,oral io any product rovered by the report. ® - Copyrighl®2017[CC Evaluation Service,LLC. All rights reserved. Page 1 of 3 ESR-2676P I Most Widely Accepted and Trusted Page 3 of 3 TABLE 1—UNITED DURALUME:ENGINEERING PLANS(DATED JANUARY 15,2017)FOR PATIO COVERS,CARPORTS,AND COMMERCIAL STRUCTURES(FOR THE 20151BC/IRC)(Continued) DRAWINGS PAGES SECTION DESCRIPTION Misc4-2015 1 7.0 CONCRETE FOOTING OPTIONS MiscSa- 1 7.0 REQUIREMENTS FOR LATTICE STRUCTURES WITH SURFACE MOUNTED POSTS ON CONCRETE 2015 SLABS OR FOOTINGS FOR SINGLE SPAN ATTACHED LATTICE STRUCTURES Misc5b- 1 7.0 REQUIREMENTS FOR LATTICE STRUCTURES WITH SURFACE MOUNTED POSTS ON CONCRETE 2015 SLABS OR FOOTINGS FOR SINGLE SPAN ATTACHED LATTICE STRUCTURES Misc6-2015 1 7.0 FORCES ON EXISTING STRUCTURES Misc7-2015 1 7.0 STRUCTURAL PROPERTIES OF BEAMS,FASCIA,PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS MIsc8-2015 I 1 7.0 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS TABLE 2—UNITED DURALUME:ENGINEERING PLANS(DECEMBER 11,2013)FOR PATIO COVERS,CARPORTS,AND COMMERCIAL STRUCTURES(2012 IBCIIRC) DRAWINGS PAGES SECTION DESCRIPTION 1 TABLE OF CONTENTS 1 PROFESSIONAL ENGINEERING STAMPS AND DEFINITION FOR TRIBUTARY WIDTH DIAGRAM 1 GENERALNOTES LATTICE COVER COMPONENT AND CONNECTION DETAILS 2 STRUCTURAL CONFIGURATIONS 6 COMPONENTS/CONNECTION DETAILS 4 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 6 LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING ALUMINUM AND STEEL HEADERS IN NORMAL WIND AREAS 6 LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL COVERS USING ALUMINUM AND STEEL HEADERS IN HIGH WIND AREAS SOLID COVER COMPONENTS AND CONNECTION DETAILS 2 STRUCTURAL CONFIGURATIONS 9 COMPONENTS/CONNECTION DETAILS 3 SOLID COVERS 4.0 PANEL SPANS FOR PATIO,CARPORT AND COMMERCIAL STRUCTURES 12 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN NORMAL WIND AREAS 12 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN HIGH WIND AREAS Miscla- 2012 and 2 7.0 MISC DETAILS - Mlsclb- 2012 Misc2-2012 1 7.0 FAN BEAM DETAILS Misc3-2012 1 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES Misc4-2012 1 7.0 CONCRETE FOOTING OPTIONS MiscSa- 1 7.0 REQUIREMENTS FOR LATTICE STRUCTURES WITH SURFACE MOUNTED POSTS ON CONCRETE 2012 SLABS OR FOOTINGS FOR SINGLE SPAN ATTACHED LATTICE STRUCTURES MiscSb- 1 7.0 REQUIREMENTS FOR LATTICE STRUCTURES WITH SURFACE MOUNTED POSTS ON CONCRETE 2012 SLABS OR FOOTINGS FOR SINGLE SPAN ATTACHED LATTICE STRUCTURES Misc6-2012 1 7.0 FORCES ON EXISTING STRUCTURES Misc7-2012 1 7.0 STRUCTURAL PROPERTIES OF BEAMS,FASCIA,PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS Misc8.2012 1 7.0 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS