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PMT18-04912 City of Menifee Permit No.: PMT18-04912 29714 HAUN RD. A MENIFEE, CA 92586 Type: Residential Addition if IMENIFEE MENIFEE Date Issued: 11/08/2018 PERMIT Site Address: 27630 CONNIE WAY, MENIFEE, CA Parcel Number: 335-381-003 92586 Construction Cost: $1,800.00 Existing Use: 1 &2 Family Residence Proposed Use: Description of AS-BUILT 22'x 10'3"SOLID ALUMAWOOD PATIO COVER, NO ELECTRIC Work: Owner Contractor KATHY ENSIGN MAPES CONSTRUCTION 27630 CONNIE WAY 2334 INDIAN AVENUE MENIFEE, CA 92586 PERRIS, CA 92571 Applicant Phone: 9515433776 CLEVE STEVENS License Number: 837640 MAPES CONSTRUCTION 2334 INDIAN AVENUE PERRIS, CA 92571 Phone:9515433776 Fee Description QQrt Amount 1$1 Building Permit Issuance 1 27.00 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 $168.65 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 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. Ak13ldg_Perrnit_Tern plate.rpt 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 ❑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 Class License No. By my signature below I acknowledge that,except for my personal residence Expires Signature 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 ❑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 e info.ca. ov calaw.htm1. this permit is issued. Policy# Date A, ❑I have and will maintain worker's compensation insurance,as required by P PE TY OWNER OR AUTHORIZED AGENT section 3700 of the Labor Code,for the performance of the work for which ❑By my signature below I certify to each of the following:I am the property this perm' sued.My worker's compensation insurance carrier and policy owner or authorized to act on the property owners behalf.I have read this number application and the information I have provided is correct.I agree to comply with all applicable city and county ordinances and state laws relating to Carrier building construction.I authorize representatives of this city or county to Policy# Expires 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 n I certify that in the performance of the work for which this permit is issued, I shall not employ any persons in any manner so as to become subject to the CITY BUSINESS LICENSE# worker's comp nsation laws of California,and agree that if I should become HAZARDOUS MATERIAL DECLARATION subject to a on compensation provisions of Section 3700 of the,Labor Code,I I it comply with those provisions. Will the applicant or future building occupant handle hazardous material or a Applican Date (( p �� 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 OVE GE IS A Yes fi No UNLAWFUL,AND SHALL SUBJECT AN EMPLOYER TO CRIMINA 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 for guidelines CONSTRUCTION LENDING AGENCY ❑Yes d No 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 bou dary of a school? (Section 3097 Civil Code) ❑Yes No 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 Cali&nia ealth&Safety Code,Section 25505 and 25534 concerning Contractors License Law for the reasons)indicated below by the aterial reporting. checkmark(s)I have placed next to the applicable item(s)(Section 7031.5 Y Business and Professions Code).Any city or county that requires a permit to Date I construct,alter,improve,demolish or repair any structure,prior to its \'PROP RTY 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 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 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 ❑I,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.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 Contractor's State License Law does not apply to an owner of a ❑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. ❑No EPA Lead-Safe Certified Firm is required for this project because: ❑I,as owner of the property am exclusively 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 project does not comply with EPA RRP rule please fill out the RRP Acknowledgement. ICC ES EVALUATION Most Widely Accepted and Trusted SERVICE novation ICC-ES Evaluation Report ESR- . . ' ICC-ES 1 :00 . . , This report is subject to renewal 020 DIVISION: 10 00 00—SPECIALTIES SECTION: 10 73 00—PROTECTIVE COVERS REPORT HOLDER: ci UNITED DURALUME PRODUCTS, INC. 350 SOUTH RAYMOND AVENUE FULLERTON, CALIFORNIA 92631 EVALUATION SUBJECT: , UNITED DURALUME FREESTANDING AND ATTACHED PATIO COVERS, CARPORTS AND COMMERCIAL STRUCTURES City of Nienifee �.. ACC IC�Fc ACC Building Dept. NOVPMG LISTED 0 8 2018 "2014 Recipient of Prestigious Western States Seismic Policy Council Received (WSSPC)Award in Excellence" A Subsidiary of oo`E OUNCIr ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. t There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any,frnding or other matter in this I5011EC 17065 report, or as to any product covered by the report. P'.dw C*'%.'-awy 01000 Copyright°2018 ICC Evaluation Service, LLC. All rights reserved. ES Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-2676P Reissued May 2018 This report is subject to renewal May 2020. www.icc-es.org 1 (800)423-6587 1 (562) 699-0643 A Subsidiary of the International Code Council® DIVISION: 10 00 00—SPECIALTIES the engineering plans accompanying this report and as Section: 10 73 00—Protective Covers indicated in this report. The walls must be unenclosed on three sides for attached patio covers, and on four sides for REPORT HOLDER: freestanding patio covers, carports and commercial structures. These products are also marketed under the UNITED DURALUME PRODUCTS,INC. trade name Duracool Patios . 350 SOUTH RAYMOND AVENUE The attributes of the patio coves have been verified as FULLERTON,CALIFORNIA 92631 conforming to the provisions of (i) CALGreen Section (714)773-4011 A4.404.3.3 and (ii) ICC 700-2012 and ICC 700-2008 www.unitedduralume.com Section 601.5. Note that decisions on compliance for those www.duracoolpatios.com areas rest with the user of this report. The user is advised udoincAmmail.com of the project-specific provisions that may be contingent EVALUATION SUBJECT: upon meeting specific conditions, and the verification of those conditions is outside the scope of this report. These UNITED DURALUME FREESTANDING AND ATTACHED codes or standards often provide supplemental information PATIO COVERS, CARPORTS AND COMMERCIAL as guidance. STRUCTURES 3.2 Materials: 3.2.1 Aluminum: The aluminum members are roll-formed 1.0 EVALUATION SCOPE 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. 3.2.2 Steel: The steel members are formed from various ■ 2015 and 2012 International Residential Code®(IRC) 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 (CALGreen),Title 24, Part 11 to form patio covers must be recognized in ICC-ES ■ 2012 and 2008 ICC 700 National Green Building ESR-3779, and have a maximum panel thickness of Standard TM (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. 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. 4.0 DESIGN AND INSTALLATION 3.0 DESCRIPTION The design and installation of the patio covers, carports 3.1 General: 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 R I VS Erahhation Reports are not to be construed as representing aesthetics or mtr other attributes not specifically addressei4 nor are then to be construed i- ar an endocsenhent of the subject of the report or a reconttnendation for tir use.There is no warranty by ICC Evaluation Service,LLC.express or implied,as to arty finding or other matter in this report,at,as to anv product covered by the report. [OD[fEO.[A Copyright®2018 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 3 ESR-2676P I Most Widely Accepted and Trusted Page 2 of 3 2012 IBC/IRC), accompanying this report, as referenced in 5.6 Effects of sliding snow described in Section 7.9 of Tables 1 and 2 , respectively. ASCE/SEI 7-10 are outside the scope of this report. 5.0 CONDITIONS OF USE 5.7 The minimum live load for patio covers must be 10 psf The United Duralume Products, Inc., freestanding and (47.88 Pa). The minimum live load for carports andcommercial structures must be 20 psf(95.76 Pa). attached patio covers, carports, and commercial structures described in this report comply with, or are suitable 5.8 For attached patio cover structures, the mean roof alternatives to what is specified in, those codes listed in height of the structure to which the patio cover is Section 1.0 of this report, subject to the following attached must not exceed 30 feet(9.1 m). conditions: 5.9 For attached units, the loads that are to be resisted 5.1 Construction of patio covers, carports and commercial by the structures to which the patios, carports and structures must comply with this report and the commercial structures are attached, as applicable, engineering plans, dated January 15, 2017 for the are provided in the accompanying plans. The 2015 IBC/IRC or December 11, 2013 for the 2012 adequacy of the structures that support the additional IBC/IRC, accompanying this report, as referenced in loading from the attached units must be justified, by a Tables 1 and 2, respectively.Where there is a conflict registered design professional, when required by the between this report and the plans, the more restrictive jurisdiction where the project is located, and the requirement governs. justification is subject to the approval of the code official. 6.2 Patio covers are limited to use as structures regulated under Appendix I of the IBC or Appendix H of the IRC. 5.10 Plans, details and specifications concerning proper installation of the patio covers, carports and 5.3 Carports and commercial structures are limited to use commercial structures, that are applicable to the as structures regulated by the applicable chapters of specific building under consideration, must be part of the IBC, including IBC Section 406 for carports. the construction documents submitted to the code 5.4 Any unit built in an area with a flat roof snow load official for approval. greater than 30 psf (143.6 Pa) in Seismic Design 6.0 EVIDENCE SUBMITTED Category A, B, C, D, DO, D1, D2, E or F, and not complying with Exception 1 of IBC Section 1613.1, is Data in accordance with the ICC-ES Acceptance Criteria outside the scope of this report, except as permitted for Patio Covers (AC340), dated June 2012 (editorially in the engineering plans corresponding to the 2015 revised May 2016). and 2012 IBC codes.The 2015 IBC engineering plans 7.0 IDENTIFICATION address seismic loads with roof snow loads over 30 psf. Each structure bears a permanent decal or identifying tag stating allowable roof live/snow load, design wind speed 5.5 Patio covers, carports and commercial structures and exposure, name of manufacturer (United Duralume installed in geographical areas cited in Section 26.8.1 Products, Inc.), and the ICC-ES evaluation report number of ASCE/SEI 7-10 are outside the scope of this report. (ESR-2676). TABLE 1—UNITED DURALUME:ENGINEERING PLANS(DATED JANUARY 15,2017)FOR PATIO COVERS,CARPORTS,AND COMMERCIAL STRUCTURES(FOR THE 2015 IBC/IRC) DRAWINGS PAGES SECTION DESCRIPTION 1 TABLE OF CONTENTS 1 GENERALNOTES 1 PROFESSIONAL ENGINEERING STAMPS AND DEFINITION FOR TRIBUTARY WIDTH DIAGRAM LATTICE COVER COMPONENT AND CONNECTION DETAILS 2 STRUCTURAL CONFIGURATIONS 6 COMPONENTS/CONNECTION DETAILS 1 SECTION 1.0 LATTICE COVER INSTRUCTIONS AND POST TABLES 2 SECTION 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 20 SECTION 2.0 POST SPACING,POST TYPE AND FOOTING SIZE FOR LATTICE COVER SOLID COVER COMPONENTS AND CONNECTION DETAILS 2 STRUCTURAL CONFIGURATIONS 9 COMPONENTS/CONNECTION DETAILS 1 SECTION 4.0 SOLID COVER INSTRUCTIONS AND POST TABLES 2 SECTION 4.0 SOLID COVER PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 20 SECTION 5.0 POST SPACING,POST TYPE AND FOOTING SIZE FOR SOLID COVERS Miscla- 2015 and 2 7.0 MISC DETAILS Misclb- 2015 Misc2-2015 1 7.0 FAN BEAM DETAILS Misc3-2015 1 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES 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 2015 IBCIIRC)(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 MiscSb- 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 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 IBC/IRC) 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 Misc1 a- 2012 and 2 7.0 MISC DETAILS Misc1 b- 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 1 7.0 CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS APPENDIX I 3aiii o covens shall be Oiesigned to resin: the minimum wind and seismic loads set forth In this code. s 105.2 Footings. In areas with a frost depth of zero, a patio cover shall be permitted to be supported on a concrete slab on grade without footings, provided the slab conforms to the -Drovisions of Chapter 19 of this code, is not less than 3 l/2 inches (89 mm) thick and further prodded that the columns do not support loads in excess of 750 pounds (3.36 kN) per column.