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HomeMy WebLinkAboutBPAT2024-0046BUILDING PERMIT DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 06/28/2024 ISSUED DATE: 07/08/2024 Permit Type: Permit Number: Property Address: APN: Legal Description Property Zoning: Valuation: Patio Cover 44210 DALEA CIR BPAT2024-0046 604091014 Lot 14 MB 195/4 TR 22982 $6,000.00 RL, 14 Owner:Dede Feasel Applicant:Andrew E Fisher 75178 GERALD FORD DRIVE SUITE 2B, PALM DESERT, CA 92211 Contractor:Andrew E Fisher / 937811 75178 GERALD FORD DRIVE SUITE 2B, PALM DESERT, CA 92211 Declaration / Acknowledgement PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE FOLLOWING: LICENSED CONTRACTOR OR OWNER-BUILDER DECLARATION (1 or 2) 1) They are licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and the referenced License is in full force and effect, or; 2) That they are exempt from the Contractors’ State License Law for the reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or she is exempt from licensure by a valid exemption. [Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its 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 License Law (Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code] Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).) a) As owner of the property, or my employees with wages as their sole compensation, will do all of or portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors’ State License Law does not apply to an owner of property who, through employees’ or personal effort, builds or improves the property, provided that the improvements are not intended or offered for 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 not built or improved for the purpose of sale.). b) As owner of the property, will be exclusively contracting with licensed c) Are exempt from licensure under the Contractors’ State License Law. As an Owner-Builder, they acknowledge that, except for their personal residence in which they must have resided in for at least one year prior to completion of the improvements covered by this permit, they cannot legally sell a structure built as an owner-builder if it has not been constructed in its entirety by licensed contractors. It is understood that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application was submitted at the following Web site: http://www.leginfo.ca.gov/calaw.html. DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If applicable) A construction lender will be used for completion of the improvements covered by this permit and the name and information of which is on file for public inspection during the regular business hours of the public entity. Failure of the applicant to indicate the construction lender on the application does not relieve that person of the requirement to give the WORKERS’ COMPENSATION DECLARATION (1, 2 or 3) WARNING: FAILURE TO SECURE WORKERS’ COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY’S FEES. 1) Has and will maintain a certificate of consent to self-insure for workers’ compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 2) Has and will maintain workers’ compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 3) Certifies that, in the performance of the work for which this permit is issued, shall not employ any person in any manner so as to become subject to the workers’ compensation laws of California, and agree that, if should become subject to the workers’ compensation provisions of Section 3700 of the Labor Code, shall forthwith comply with those provisions. NOTICE TO APPLICANT (1, 2 and 3) 1) Each person upon whose behalf this application was made, each person at whose request and for whose benefit work is being performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2) Any permit issued as a result of this application becomes null and void if work is not commenced within 360 days from date of issuance of such permit, or if cessation of work for 180 days will subject permit to cancellation. On or after January 1, 2019, every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 12 months after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 12 months after the time the work is commenced. 3) Certified that they read the application and state that the information provided is correct. Agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspection purposes. IMPORTANT: An Application for Permit was made to the Building Official, subject to the conditions and restrictions set forth at the time of application, which is now hereby an Issued Permit. If any part of the information being supplied on this permit is inaccurate or untrue, please contact the City of La Quinta at (760) 777-7125 immediately for correction. Printed: 5/21/26 9:33 am Page 1 of 4 Permit Type: Permit Number: Property Address: Patio Cover BPAT2024-0046 44210 DALEA CIR BUILDING PERMIT construction lender preliminary notice from that duty. Printed: 5/21/26 9:33 am Page 2 of 4 Permit Type: Permit Number: Property Address: Patio Cover BPAT2024-0046 44210 DALEA CIR BUILDING PERMIT 400 SF SOLID PATIO COVER AT REAR YARD [DURALUM] THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2022 CALIFORNIA BUILDING CODES. Use of Permit Construction Details -1Each Additional Patio Cover fee3 0Each Additional Patio Cover fee -1Each Additional Patio Cover fee2 1Number of Pre-Engineered Open Patio Covers 0Number of Pre-Engineered Enclosed Patio Cover(s) 0Number of Engineered Patio Cover(s) 0Number of Receptacle/Switch/Lig ht(s) RLZoning Within La Quinta LimitsCity Limits TR 22982Subdivision Name 14Lot Number 1153.38Lot Size Lot 14 MB 195/4 TR 22982Legal Description 87990, 87989Centerlines Valuation Details Type Group Sq Ft Value Financial Information Fee AmountFee Amount PaidInvoice No. INV-00007744 $12.00 Digital Archiving and Records Management Fee - OTC $12.00 $122.66 Patio Cover, Pre-Approved Standard, Open $122.66 $8.00 Technology Enhancement Fee $8.00 $1.00 Building Standards Administration $1.00 $120.83 Patio Cover, Pre-Approved Standard, Open PC $120.83 $0.78 SMI - Residential $0.78 $6.63 Credit Card Convenience Fee $6.63 $271.90 $271.90 Total for Invoice INV-00007744 Grand Total for Permit $271.90 $271.90 Workflow / Inspections Workflow Step / Action Name Action Type Start Date End Date Application Completeness Check v.1 06/28/2024 14:24 06/28/2024 14:25 Submittal Document Verification v.1 Generic Action 06/28/2024 14:25 Plan Check v.1 06/28/2024 0:00 07/05/2024 15:52 Building Review (1 Day) v.1 Receive Submittal 06/28/2024 0:00 07/05/2024 15:52 Permit Issuance v.1 07/05/2024 15:53 07/08/2024 8:20 Contractor / Owner-Builder Information v.1 Generic Action 07/05/2024 15:53 Verify & Invoice Fees v.1 Generic Action 07/05/2024 15:53 Verify Fee Payment & Issue Permit v.1 Generic Action 07/08/2024 8:20 Print, Attach, and Email Building Permit v.1 Create Report 07/08/2024 8:20 07/08/2024 8:20 Patio Cover Inspections v.1 07/29/2024 0:00 Footing v.1 Inspection Framing v.1 Inspection 07/29/2024 0:00 07/30/2024 10:58 Printed: 5/21/26 9:33 am Page 3 of 4 Permit Type: Permit Number: Property Address: Patio Cover BPAT2024-0046 44210 DALEA CIR BUILDING PERMIT Framing v.2 Inspection 08/06/2024 0:00 08/06/2024 15:13 Roof Nail v.1 Inspection Final Inspections v.1 08/05/2024 0:00 08/06/2024 15:13 Final Patio Cover v.1 Inspection 08/05/2024 0:00 08/06/2024 15:13 Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this code. Inspections A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. Certificate of Occupancy A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by the building official. Service Utilities Printed: 5/21/26 9:33 am Page 4 of 4 07/05/2024J.ANAYA BPAT2024-0046 400 SF SOLID PATIO COVER AT REAR YARD [DURALUM] THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2022 CALIFORNIA BUILDING CODES. Valley Patios, Inc. Tel: (800) 951-4089 www.valleypatios.com Coporate Office: 75178 Gerald Ford Drive Suite 2B Palm Desert, CA 92211 Contractors Lic. #937811 Job Address: City/State/Zip: Panel to beam connection: Beam type: Fan beam detail: Page/Drawing/Detail #Engineering Specifications Structure type: Copyright Valley Patios Inc. 2021 Beam to wall connection: Wind Load/Live Load/Exposure: Beam maximum span: Post type: House connection type: Fastener table for house connection: Post to beam connection: Slab connection detail: Footing size: Maximum post spacing on slab: Trib calculation: Panel type & maximum span: S1.1 S1.1 S3.1A S3.1A S4.3 S6.2 S6.1 S6.3 S7.1 S7.2 S7.2 N/A S4.1 110 MPH / 10 # LL / EXP C S8.10.1 N/A Note 1. E. N/A 44210 Dalea Circle La Quinta, CA 92253 07/05/2024J.ANAYA BPAT2024-0046 EXPIRES ON: JUNE 30, 2023 THESE PRODUCT DRAWINGS REPRESENT THE DESIGNS EVALUATED FOR RECOGNITION AS PART OF IAPMO UES EVALUATION REPORT ER-195. THESE DRAWINGS TOGETHER WITH ER-195 ARE COLLECTIVELY REFERRED TO IN THIS DOCUMENT AS THIS EVALUATION REPORT IAPMO 195 V 3.1.2 DATE SIGNED: December 22, 2022 PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. DRAWING NOTES : 1. THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 2. THE APPROVED SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT AT THE JOB SITE AND SHALL BE AVAILABLE TO THE AUTHORIZED REPRESENTATIVES OF THE BUILDING AND SAFETY DEPARTMENT.THERE SHALL BE NO DEVIATION FROM THE APPROVED PLANS AND SPECIFICATIONS WITHOUT AN APPROVED CHANGE ORDER. MATERIAL SPECIFICATIONS: 1. ALUMINUM ALLOYS SPECIFIED ON DRAWINGS. Fty = 28 KSI AND Ftu = 35 KSI FOR ALL ALUMINUM MEMBERS UNO. Fty = 30 KSI FOR DURAKING AND T6 PANS SHOWN ON S3.3. ALTERNATE ALUMINUM ALLOYS MAY BE SUBSTITUTED FOR THOSE SHOWN, PROVIDED THEY ARE REGISTERED WITH THE ALUMINUM ASSOCIATION, ASTM OR EN (EUROPEAN STANDARDS), AND HAVE EQUAL OR GREATER YIELDAND ULTIMATE STRENGTHS. 2. CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH 0F 2,500 POUNDS PER SQUARE INCH. 3. EMBEDDED STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED, AND CONFORM TO A500 GRADE B. ROLL FORMED STEEL MEMBERS SHALL CONFORM TO A653-SS (STRUCTURAL STEEL) GRADE 50 G60. 4. BOLTS: ALUMINUM BOLTS SHALL BE 2024-T4; STEEL BOLTS SHALL BE ASTM A-307. ALL BOLTS SHALL HAVE STANDARD-CUT PLATED WASHERS. 5. SCREWS: ALL SCREWS ARE SELF DRILLING (SDS) OR SHEET METAL SCREWS (SMS) IN CONFORMANCE WITH ICC-ES ESR 1976, ICC-ESR 3006, OR APPROVED EQUAL. 6. FASTENERS TO WOOD: WOOD AND LAG SCREWS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH THE 2015 NATIONAL DESIGN SPECIFICATIONS, INCLUDING PRE-DRILLING OF HOLES. ALL LAG SCREWS SHALL BE FULL-THREADED LAG SCREWS. 7. POST-INSTALLED ANCHORS: POST-INSTALLED ANCHORS USED SHALL BE SIMPSON STRONG TIE STRONG BOLT 2, STAINLESS STEEL (ICC-ESR 3037) OR EQUAL. BOLTS SHALL BE INSTALLED PER THEMANUFACTURER'S INSTALLATION AND IAPMO REPORT. SPECIAL INSPECTION IS NOT REQUIRED. 8. ALL COMPONENTS MANUFACTURED OR SUPPLIED BY DURALUM AND DESCRIBED IN THIS DOCUMENTS ARE INTERCHANGEABLE, PROVIDED THEY ARE SELECTED APPROPRIATELY TO SUPPORT THE LOADING THEY ARE SUBJECT TO. 9. THE SELF WEIGHT OF THE PATIO COVER COMPONENTS IN THIS REPORT CAN BE CALCULATED FROM THEIR SECTION PROPERTIES. THE SOLID COVERS VARY IN WEIGHT FROM ABOUT 1 PSF TO ABOUT 3 PSF. 10. ROOF INSULATED PANELS (WHERE OCCURS). SEE S3.2 AND IAPMO 505. FOOTINGS: 1. ALL NEW CONCRETE FOOTINGS SHALL BEAR ON FIRM, NATURAL, UNDISTURBED SOIL OR CERTIFIED FILL. 2. DESIGN VERTICAL SOIL BEARING PRESSURE IS 1,500 POUNDS PER SQUARE FOOT. 3. DESIGN LATERAL SOIL BEARING PRESSURE IS 200 POUNDS PER SQUARE FOOT PER FOOT OF FOOTING DEPTH. (EQUALS 100 PSF/FT x 2 PER TABLE 1806.2 AND SECTION 1806.3.4). 4. THE BOTTOM OF FOOTINGS SHALL EXTEND BELOW THE FROST DEPTH. CONTRACTOR TO VERIFY FROST DEPTH WITH AUTHORITY HAVING JURISDICTION. SLAB ON GRADE USED AS A FOUNDATION SYSTEM: IN ACCORDANCE WITH IRC/CRC APPENDIX H, SECTION AH105.2, AND IBC/IRC APPENDIX I, SECTION I105.2, IN AREAS WITH A FROST DEPTH EQUAL TO ZERO, ATTACHED COVERS FOR RESIDENTIAL USE MAY BE SECURED TO AN EXISTING CONCRETE SLAB PROVIDED THE FOLLOWING: 1. THE SLAB ON GRADE IS AT LEAST 3 1/2 INCHES THICK. SEE DETAIL 3 ON S7.2 OR L7.2 AND DETAIL 4 ON S7.1 OR L7.1 FOR REQUIREMENTS FOR THICKER SLAB. 2. THE SLAB ON GRADE SHALL BE CONTINUOUS BETWEEN COLUMNS AND A MINIMUM OF 10'-0" WIDE. WITHIN THIS AREA, THERE SHALL BE NO CRACKS WIDER THAN 1/4” OR CONTROL/EXPANSION JOINT DEEPER/WIDER THAN 3/4”. 3. THERE SHALL BE A 6” MINIMUM DISTANCE BETWEEN ANY ANCHOR BOLT AND A SLAB EDGE, CRACK WIDER THAN 1/32” OR CONTROL/EXPANSION JOINT DEEPER THAN 1/2”. SEE DETAILS 4 ON S7.1 OR L7.1 FOR EXCEPTION TO MINIMUM EDGE DISTANCE. 4. DESIGN FOR PATIO COVERS SUPPORTED ON CONCRETE SLAB ON GRADE IS IN ACCORDANCE WITH THE IRC/CRC SECTION AH105.2 FOR 10 PSF LL RESIDENTIAL CONSTRUCTION, CONSIDERING A MAXIMUM DEAD AND LIVE LOAD AT EACH COLUMN OF 750 POUNDS. 5. DESIGN FOR PATIO COVERS SUPPORTED ON CONCRETE SLAB ON GRADE IS IN ACCORDANCE WITH ACI 318-19 FOR 20, 25 AND 30 PSF LL/GSL RESIDENTIAL AND COMMERCIAL CONSTRUCTION. GENERAL NOTES 26030 ACERO PHONE: (949) 305-1150 MISSION VIEJO, CA 92691 FAX: (949) 305-1420 STRUCTURAL ENGINEER OF RECORD: DUSTIN K. ROSEPINK, SE 5885 POINT OF CONTACT:MARIE-DOMINIQUE SETA, SE 5987 POINT OF CONTACTS USE OF THIS SET OF PLANS FOR A SITE SPECIFIC PROJECT:1. NOT ALL PAGES OF THIS IAPMO REPORT WILL BE USED FOR A SITE SPECIFIC PROJECT. EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION SHOULD INCLUDE ONLY THE PERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED EVALUATION REPORT. 2. ALL ITEMS PERTAINING TO EACH INSTALLATION (TYPE OF ROOF PANEL, HEADER SPAN, COLUMN SIZE, CONNECTION DETAILS ETC.) SHALL BE CIRCLED AND CLEARLY IDENTIFIED BY THE ENTITY SUBMITTING THE DRAWINGS FOR APPROVAL. 3. PLEASE NOTE THAT 4STEL ENGINEERING GENERATED AND STAMPED THE ORIGINAL IAPMO PRODUCT DRAWINGS AS AVAILABLE FROM IAPMO DIRECTLY, BUT WAS NOT INVOLVED IN MAKING ANY SITE SPECIFIC SELECTIONS OR ANOTATIONS ON THOSE DRAWINGS. ANY HANDMARKING OR HIGHLIGHTING ON THE SITE SPECIFIC SET OF DRAWINGS ARE THE RESPONSIBILITY OF THE ENTITY SUBMITTING THEDRAWINGS FOR APPROVAL. 4. EACH INSTALLATION SHALL BEAR AN IDENTIFYING TAG INDICATING THE NAME AND ADDRESS OF THE MANUFACTURER DESIGN LOADS AND ENCLOSABILITY. 5. THE ORIGINAL IAPMO REPORT BEARS AN ELECTRONIC STAMP FROM 4STEL ENGINEERING, AND A WET STAMP IS NOT REQUIRED IN ACCORDANCE WITH THE REGULATIONS STATED BY THE PROFESSIONAL BOARD OF ENGINEERS. 6. A COLOR COPY OF THE ORIGINAL PAGES FROM THE IAPMO REPORT IS NOT REQUIRED. A COLOR COPY OF THE CONSTRUCTION DOCUMENTS MAY BE REQUIRED IF SELECTIONS WERE MADE IN A WAY THAT WILL NOT BE VISIBLE ON A BLACK AND WHITE COPY 7. THESE PRODUCT DRAWINGS REPRESENT THE DESIGNS EVALUATED FOR RECOGNITION AS PART OF IAPMO UES EVALUATION REPORT ER-195. THESE DRAWINGS TOGETHER WITH IAPMO UES-ER-195 ARECOLLECTIVELY REFERRED TO IN THIS DOCUMENT AS "THIS EVALUATION REPORT". 8. A FULL COPY OF THIS IAPMO REPORT IS AVAILABLE AT: HTTP://WWW.IAPMOES.ORG/BUILDING-PRODUCTS-EVALUATION-REPORT-PROGRAM/EVALUATION-REPORT-DIRECTORY AT A MINIMUM, SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMATION FROM THIS EVALUATION REPORT: 1. SITE SPECIFIC SITE PLAN SHOWING STRUCTURE DIMENSIONS (COLUMN LOCATIONS, BEAM SPANS, OVERHANG LENGTHS...) 2. TITLE SHEET AND GENERAL NOTES SHEET, G0.1 3. PRINTED IAPMO REPORT 195 4. STRUCTURAL CONFIGURATION (i.e. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED), SHEET S1.x OR L1.x 5. SNOW LOAD DESIGN SHEETS S2.1 AND S2.2, WHERE APPLICABLE. 6. BASED ON THE REQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL SPAN TABLES S3.x OR L3.x 7. TYPE OF HEADER, POST TYPE & QUANTITY, FOOTING SIZE (WHERE REQUIRED) BASED ON THE SITE-SPECIFIC DESIGN LOADS. 8. APPROPRIATE STRUCTURAL DETAILS. 9. SEE S1.x OR L1.x FOR SHEET INDEX. INFORMATION REQUESTS SHALL BE DIRECTED AS FOLLOW: CONTRACTORS : PLEASE CONTACT DURALUM BUILDING DEPARTMENTS : PLEASE CONTACT 4STEL ENGINEERING HOME OWNERS: PLEASE REQUEST ANY INFORMATION THROUGH YOUR CONTRACTOR DESIGN PARAMETERS SEE SHEET S1.x OR L1.x FOR SHEET INDEX. ALL UNUSED SHEETS SHALL BE REMOVED FROM THIS SET OF DRAWINGS. NOTES TO LOCAL AUTHORITY HAVING JURISDICTION AND ENTITY SUBMITTING DRAWINGS FOR APPROVAL SHEET INDEX JOB NAME:LIVE LOAD (PSF) : WIND SPEED (MPH) AND EXPOSURE (B OR C): JOB ADDRESS: GOVERNING CODES : THE DESIGN OF ATTACHED AND FREESTANDING COVERS SHOWN IN THIS REPORT COMPLIES WITH THE FOLLOWING CODES: - 2015/2018/2021 INTERNATIONAL BUILDING AND RESIDENTIAL CODES, - 2016/2019/2022 CALIFORNIA BUILDING AND RESIDENTIAL CODES, - ASCE/SEI 7-10 and 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, - 2015/2020 ALUMINUM DESIGN MANUAL, - ACI 318-14/19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. LIVE LOADS DESIGN PARAMETERS: IT IS THE RESPONSIBILITY OF THE ENTITY SUBMITTING THE DRAWINGS FOR THIS PROJECT TO VERIFY LIVE LOADS WITH THE LOCAL AUTHORITY HAVING JURISDICTION 1. IN RESIDENTIAL APPLICATIONS, ROOF LIVE LOAD CAN GENERALLY BE TAKEN AS 10 PSF PER IRC / CRC APPENDIX H, SECTION AH105.1 OR IBC / CBC APPENDIX I, SECTION 105.1. 2. IN COMMERCIAL APPLICATIONS, ROOF LIVE LOAD CAN GENERALLY BE TAKEN AS 20 PSF PER IBC / CBC CHAPTER 16 WIND SPEED DESIGN PARAMETERS: 1. THE FREESTANDING AND ATTACHED COVERS NOTED HEREIN ARE DESIGNED AS "OPEN STRUCTURES," IN ACCORDANCE WITH ASCE/SEI 7. 2. FREESTANDING COVERS SHALL NOT BE ENCLOSED WITH ANY TYPE OF SOLID OR MESH MATERIAL, UNLESS SPECIFICALLY DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER. 3. COVERS SHALL NOT BE INSTALLED IN AREAS NEAR HILLS, RIDGES AND ESCARPMENTS AS DEFINED IN ASCE/SEI 7, SECTION 26.2, UNLESS SITE SPECIFIC ENGINEERING IS PROVIDED VALIDATING THE WIND LOAD USED. 4. THE BASIC WIND SPEEDS CONSIDERED IN THIS REPORT ARE 110, 120, 130 MPH, EXPOSURES B AND C (BASED ON THE 2015/2018/2021 IBC, 2015/2018/2021 IRC, 2016/2019/2022 CBC, AND 2016/2019/2022 CRC). SEISMIC LOAD DESIGN PARAMETERS: SEISMIC DESIGN BASE SHEAR: 17 POUNDS PER LINEAR FOOT ALONG THE SUPPORTING BEAMS, CONSIDERING A 24'-0" MAX SPAN BETWEEN BEAMS AND THE FOLLOWING DESIGN PARAMETERS: 1. SITE CLASS: D 2. SEISMIC DESIGN CATEGORY: E 3. MAPPED SPECTRAL RESPONSE COEFFICIENTS: Ss = 1.50, S1 = 0.6, Sds = 1.0, Sd1 = 0.50 4. RESPONSE MODIFICATION FACTOR, R=1.25 5. RISK CATEGORY II 6. WHEN THE BUILDING CODE USED FOR THE SITE SPECIFIC DESIGN IS ASCE 7-10 (2015 IBC/IRC OR 2016 CBC/CRC), PATIO COVER STRUCTURES DETAILED IN THIS SET OF PLANS ARE IN COMPLIANCE WITH ASCE 7-10 SECTION 12.8.1.3. AS A RESULT, THIS SET OF PLANS CAN BE USED AT ANY SITE WITH SS > 1.50, CONSIDERING SS = 1.50. 7. WHEN THE BUILDING CODE USED FOR THE SITE SPECIFIC DESIGN IS ASCE 7-16 (2018/2021 IBC/IRC OR 2019 CBC/CRC), PATIO COVER STRUCTURES DETAILED IN THIS SET OF PLANS ARE IN COMPLIANCE WITH ASCE 7-16 SECTION 12.8.1.3. AS A RESULT, THIS SET OF PLANS CAN BE USED AT ANY SITE WITH 1.0 < SDS < 1.428, CONSIDERING SDS = 1.00. FOR SITES WITH SDS < 1.0, USE SDS. FOR SITES WITH SDS > 1.428, IT IS ACCEPTABLE TOREDUCE THE SEISMIC LOADS USING 0.7*SDS INSTEAD OF SDS. 8. MINIMUM STRUCTURAL SEISMIC SEPARATION BETWEEN EXISTING BUILDING AND FREESTANDING PATIO COVER SHALL BE 4" AT 10' HIGH MAX PATIO COVERS AND 5" AT 12' HIGH MAX PATIO COVER. REFER TO STATE AND CITY CODES FOR OTHER SPACING REQUIREMENTS THAT MAY BE MORE STRINGENT. 9. WHEN GROUND SNOW LOAD IS HIGHER THAN 30 psf, 10% OF THE SNOW LOAD WAS INCLUDED IN THE SEISMIC DESIGN. OTHER DESIGN PARAMETERS: 1. DESIGN LOADS COMBINATIONS ARE IN ACCORDANCE WITH IBC AND CBC SECTION 1605. 2. ALL APPLICABLE REDUCTION FACTORS DETAILED IN THIS REPORT ARE CUMULATIVE 3. SOLID AND LATTICE ALUMINUM COVERS ARE CLASS A ROOF ASSEMBLY IN ACCORDANCE WITH SECTION CBC 1505.2, EXCEPTION 2. DESIGN ASSUMPTIONS: 1. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS WITH DECK : SEE DETAIL 1B/S3.2 2. MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS WITH DURAPANEL : SEE DETAIL 1A/S3.2 3. MAXIMUM ROOF SLOPE FOR ALL STRUCTURES IS 3 DEGREES 4. THE "LENGTH OF STRUCTURE" SHALL BE TAKEN AS THE CONTINUOUS DISTANCE MEASURED ALONG THE EXISTING BUILDING WALL FROM ONE END OF PATIO COVER SUPPORT BEAM TO THE OTHER, INCLUDING ANYBEAM SPLICES. THE STRUCTURE LENGTH SHALL BE DETERMINED THIS WAY REGARDLESS OF ROOF COVERING TYPE, INCLUDING COMBINATION ROOFS WITH BOTH TRELLIS AND DECK ROOF USED ON THE SAME CONTINUOUS PATIO COVER STRUCTURE. HOWEVER, PORTIONS OF THE STRUCTURE DESIGNED AS LATTICE COVER SHALL NOT BE COVERED BY ROOF DECK. 5. CALCULATIONS FOR MAXIMUM SPANS WHEN ATTACHING TO AN EXISTING ROOF OVERHANG, AS SHOWN ON TABLE 1 ON S6.1 AND/OR L6.1, ARE ASSUMING THAT THE EXISITNG WOOD RAFTERS OR TRUSSES ARE DOUGLAS FIR-LARCH No2. THIS TABLE CAN ALSO BE USED FOR OTHER WOOD SPECIES WITH Fb ≥ 900 psi AND Fv ≥ 180 psi. ROOF SNOW LOAD (PSF) VERIFIED W/ AHJ (OR N/A) : GROUND SNOW LOAD (PSF) VERIFIED W/ AHJ (OR N/A) : SEE SHEETS S2.1 AND S2.2 OR L2.1 AND L2.2 FOR SNOW LOADS DESIGN PARAMETERS AND CALCULATIONS. FOR PATIO COVERS WITH SNOW LOADS, CALCULATIONS PREPARED BY A REGISTERED DESIGN PROFESSIONAL SHALL BE SUBMITTED TO THE BUILDING OFFICIAL DEMONSTRATING THAT THE DESIGN SNOW LOADS DO NOT EXCEED THE ALLOWABLE ROOF SNOW LOADS SPECIFIED ON THESE PRODUCT DRAWINGS. CALCULATIONS SHALL ADDRESS THE SNOW LOAD PROVISIONS OF IBC SECTION 1608, INCLUDING, BUT NOT LIMITED TO, RAIN-ON-SNOW SURCHARGE LOAD, UNBALANCED SNOW, AND SNOW DRIFT. SNOW LOADS DESIGN PARAMETERS 2485 RAILROAD ST, CORONA, CA 92880 951.736.4500 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.1150 | FAX 949.305.1420 DATE SIGNED: December 22, 2022 DATE 12/22/22 4 STEL JOB # DRAWN BY RWC CHECKED MDS DATE AHU APPROVAL THESE DRAWINGS REPRESENT THE DESIGNS EVALUATED BY IAPMO UES AND REFERENCED IN THE FOLLOWING EVALUATION REPORT : IAPMO-UES ER-195 VALID THROUGH JUNE 30, 2023. DA02-03 PATIO COVER SYSTEMS BY DURALUM - V3.1.3 h^9 hC dIL^ ^9d hC W>b^ ChZ  ^Ld9 ^W9/LCL/ WZhW9/d͗ϭ͘ bhd >> WD9^ hC dIL^ ^9d hC 5ZtLbD^ tL>> .9 h^95 ChZ  ^Ld9 ^W9/LCL/ WZhW9/d͘ 9/I WZhW9/d ^h.aLdd95 dh dI9 >h/> hdIhZLdz IsLbD WhZL^5L/dLhb ^Ihh>5 Lb/>h59 hb>z dI9 W9ZdLb9bd ^Ld9Ͳ^W9/LCL/ ^dZh/dhZ> /haWhb9bd^ >h/d95 tLdILb dIL^ LWahͲ>L^d95 9s>hdLhb Z9WhZd͘ Feasel Residence 44210 Dalea CircleLa Quinta, CA 92253 Number: 195 Originally Issued: 06/01/2011 Revised: 01/09/2020 Valid Through: 06/30/2020 The product described in this Uniform Evaluation Service (UES) Report has been evaluated as an alternative material, design or method of construction in order to satisfy and comply with the intent of the provision of the code, as noted in this report, and for at least equivalence to that prescribed in the code in quality, strength, effectiveness, fire resistance, durability and safety, as applicable, in accordance with IBC Section 104.11.This document shall only be reproduced in its entirety. Copyright © 2020 by International Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. Ph: 1-877-4IESRPT • Fax: 909.472.4171 web: www.uniform-es.org • 4755 East Philadelphia Street, Ontario, California 91761-2816 –USA Page 1 of 3 DURALUM PRODUCTS, INC. 2485 Railroad Street Corona, California 92880 (951) 736-4500 www.duralum.com RESIDENTIAL PATIO COVERS, CARPORTS, AND COMMERCIAL ROOF STRUCTURES CSI Sections: 10 73 00 Protective Covers 13 34 00 Fabricated Engineered Structures 1.0 RECOGNITION 1.1 Patio Covers: Duralum Products Residential Patio Covers recognized in this report have been evaluated for use for recreational, outdoor living purposes associated with dwelling units and not as carports, garages, storage rooms or habitable rooms. The Residential Patio Covers comply with Appendix I of the IBC and CBC, and Appendix H of the IRC and CRC. 1.2 Carports and Commercial Roof Structures: Duralum Products Carports and Commercial Roof Structures recognized in this report have been evaluated for use where permitted by the applicable chapters of the IBC, including Sections 406 and 3105. Carports associated with one- and two-family dwelling units are for use where permitted by the IRC or CRC, including Section R309. 1.3 Compliance: The structural properties of the Residential Patio Covers, Carports, and Commercial Roof Structures recognized in this report were evaluated for compliance with the following codes and regulations: • 2018, 2015 and 2012 International Building Code® (IBC) • 2018, 2015 and 2012 International Residential Code® (IRC) • 2019, 2016 and 2013 California Building Code (CBC) • 2019, 2016 and 2013 California Residential Code (CRC) • ASCE 7-16 and 7-10 – Minimum Design Loads for Buildings and Other Structures • ADM1-2015 – Aluminum Design Manual Part 1 2.0 LIMITATIONS Use of the Duralum Products Residential Patio Covers, Carports, and Commercial Roof Structures recognized in this report and detailed in the attached plans and specifications Revision V3.1.2, dated July 8, 2019, and signed December 17, 2019, is subject to the following limitations: 2.1 Construction of the residential patio covers, carports and commercial roof structures shall comply with the applicable codes, manufacturer’s installation instructions, this report and the accompanying plans, bearing the name Duralum Products, Inc., and 4STEL Engineering. Where conflicts occur, the more restrictive shall govern. 2.2 Patio covers shall be associated with one- or two-family dwelling units only and shall be limited to use as structures regulated under Appendix I of the IBC or CBC or Appendix H of the IRC or CRC. 2.3 Carports and commercial roof structures shall be limited to use as structures regulated by the applicable chapters of the IBC for Risk Category II in accordance with Table 1.5-1 of ASCE 7. Carports associated with one- and two-family dwelling units shall be limited to use as structures regulated by the applicable chapters of the IBC, IRC, CBC and CRC. 2.4 Construction documents submitted to the building official for approval shall include this report and the site-specific structural components of the accompanying plans, including but not limited to the title sheet, general notes, applicable codes, structural configuration, design criteria in Section 3.1 of this report, related span tables, header, post and footing types, and appropriate structural details. 2.5 The existing structure shall be adequate to support the additional loads imposed by the attached patio cover. 2.6 For patio covers, carports and commercial roof structures subject to snow drifting and sliding, tabulated spans shall be modified in accordance with the reduction factors shown in the accompanying plans. 2.7 The projection over length ratio of attached patio covers shall not exceed 2.25 when using design for attached patio covers and can be increased to 4.0 when using column and footing sizes for freestanding structures. The projection over length ratio for freestanding covers is not limited. 2.8 Freestanding and attached patio covers, carports, and commercial structures shall have a roof slope of at least ¼ inch per foot (2.083 percent). 2.9 For attached patio covers, existing structures shall have a minimum width of 30 feet (8.7 m), maximum length of 50 feet (36.6 m), mean roof height of 22 feet (6.9 m) or less in Exposure Category B and 15 feet (4.6 m) or less in Exposure Category C and a roof slope of 1.5:12 to 6:12 (12.5 to 50 percent). Minimum size of roof overhangs is 50 square feet. 2.10 Freestanding covers attached covers and the existing building to which covers are attached shall comply with the scoping requirements of Chapter 26 of ASCE 7 for regular geometric shape and response characteristics. Number: 195 Originally Issued: 06/01/2011 Revised: 01/09/2020 Valid Through: 06/30/2020 Page 2 of 3 2.11 Minimum design roof live load is 10 psf (47.88 Pa) for patio covers associated with a one- and two-family dwelling unit and 20 psf (95.76 Pa) for carports and commercial roof structures. 2.12 Installation of foam-plastic-core roof panels shall be in accordance with its evaluation report, Section 4.2.4 of this report and provide equivalent vertical and lateral load capacity as shown in this report. 2.13 Approved sealant or caulNing shall be used at any penetrations made in the existing weather resistant exterior wall envelope. 2.14 Residential patio covers, carports and commercial roof structures subMect to topographic effects of abrupt changes such as wind-speed-up over hills, ridges and escarpments in accordance with Section 26.8.1 of ASCE 7 are outside the scope of this report. 2.15 Any roof structure constructed in an area with a flat roof- top snow load greater than 70.6 psf (80 Pa) in Seismic 'esign Categories A, B, C, ', '0, '1, '2, E or F, and not complying with Exception 1 of IBC or CBC Section 161.1, is outside the scope of this report. 2.16 Addition of enclosure walls to residential patio covers shall be in accordance with Section 4.1 of this report. 2.17 The 'uralum Products Residential Patio Covers, Carports, and Commercial Roof Structures are produced in Corona, California and Sacramento, California. 3.0 PRODUCT USE 'esign and installation of the 'uralum Products Residential Patio Covers, Carports, and Commercial Roof Structures shall comply with the applicable codes, the manufacturer¶s installation instructions, this report and the accompanying plans and specifications Revision 9.1.2, dated -uly 8, 2019, and signed 'ecember 17, 2019. All allowable loading conditions shall be as noted in the plans accompanying this report. :here conflicts occur, the more restrictive shall govern. 3.1 Design: Selection of applicable structural components for the installation of freestanding and attached residential patio covers, carports and commercial roof structures shall be in accordance with the design criteria as specified in the plans accompanying this report. The proMect location, use (patio cover, carport, commercial structure), corresponding code, and applicable design criteria, including risN category (IBC only), wind speed, wind exposure category, roof live load, ground snow load, seismic design category, and frost line depth shall be placed on or be attached to the plans accompanying this report and be observed in the selection of the components. 3.2 Installation: Installation of the components determined in Section .1 of this report to construct the patio cover, carport, or commercial roof structure shall be in accordance with this report, the plans accompanying this report, manufacturer¶s installation instructions, and the applicable codes of this report. :here conflicts occur, the more restrictive shall govern. 4.0 PRODUCT DESCRIPTION 4.1 Product Information 'uralum Products Residential Patio Covers, Carports, and Commercial Roof Structures are freestanding and attached, non-enclosed solid and lattice residential patio covers, carports and commercial roof structures. The structures shall be constructed in accordance with the plans accompanying this report and as indicated in this report. Attached patio covers, where considered, shall be open on three sides. Attached carports associated with one- and two-family dwelling units shall be open on at least two sides. Freestanding patio covers, carports and commercial roof structures shall be open on all four sides. :here designed, enclosure wall configurations used with the structural components described in this report to form enclosed attached residential patio covers shall conform to the limits noted in Section I10 of the IBC or CBC and Section A+10 of the IRC or CRC. The structures shall be listed in a product evaluation report from an approved source as defined in IBC and CBC Section 104.11.1 or other nationally recogni]ed certification program accepted by IAPMO Uniform Evaluation Service. 4.2 Materials 4.2.1 Aluminum: Aluminum structural members are roll- formed or extruded shapes of various alloys and tempers, complying with Chapter 20 of the IBC and ASTM B209 as specified in the plans accompanying this report. 4.2.2 Steel: Steel members are formed from various grades of steel complying with ASTM A500, *rade B and ASTM A65 SS *rade 50 and, where designated, with a galvani]ed coating complying with *60, as specified in the plans accompanying this report. 4.2.3 Fasteners: Fasteners include aluminum and steel bolts, wood screws, lag screws, post installed anchors, self-drilling screws and sheet metal screws as specified in the plans accompanying this report. 4.2.4 Foam-Plastic-Core Panels: The laminated foam-core sandwich roof panels used with the structural components described in this report to form freestanding and attached residential patio and commercial covers shall be 'urapanel Structural Panels for Patio Covers described and recogni]ed in IAPMO UES ER-505. Number: 195 Originally Issued: 06/01/2011 Revised: 01/09/2020 Valid Through: 06/30/2020 Page 3 of 3 5.0 IDENTIFICATION Enclosures covered by this report shall be identified by a permanent decal or identifying tag that states the name and address of the manufacturer ('uralum Products, Inc.). Each installation shall bear an original identifying decal or tag bearing the IAPMO UES MarN of Conformity and the Evaluation Report 1umber (ER-195). Either of the following MarNs of Conformity may be used as shown: or IAPMO UES ER-195 6.0 SUBSTANTIATING DATA 6.1 'ata complying with the ICC-ES Acceptance Criteria for Patio Covers (AC40), Approved August 2018. 6.2 Engineering calculations in accordance with the 2018, 2015 and 2012 International Building Code, ASCE 7-10 and 7-16 and the Aluminum 'esign Manual Part 1 (2015). 6.3 4uality control manual. 6.4 Product drawings. 7.0 STATEMENT OF RECOGNITION This evaluation report describes the results of research carried out by IAPMO Uniform Evaluation Service on 'uralum Products Residential Patio Covers, Carports, and Commercial Roof Structures manufactured in Corona and Sacramento, California, to assess their conformance to the codes shown in Section 1.0 of this report and documents the product¶s certification. The products are produced at locations noted in Section 2.17 of this report under a quality control program with periodic inspection under the supervision of IAPMO UES. Brian Gerber, P.E., S.E. Vice President, Technical Operations Uniform Evaluation Service Richard Beck, PE, CBO, MCP Vice President, Uniform Evaluation Service GP Russ Chaney CEO, The IAPMO Group For additional information about this evaluation report please visit www.uniform-es.org or email us at info@uniform-es.org Through: 06/30/2021 Through: 06/30/2021 Through: 06/30/2021 E;PIRES O1: -U1E 0, 2024 T+ESE PRO'UCT 'RA:I1*S REPRESE1T T+E 'ESI*1S E9A/UATE' FOR RECO*1ITIO1 AS PART OF IAPMO UES E9A/UATIO1 REPORT ER-254. T+ESE 'RA:I1*S TO*ET+ER :IT+ ER-254 ARE CO//ECTI9E/< REFERRE' TO I1 T+IS 'OCUME1T AS T+IS E9A/UATIO1 REPORT IAPMO 195 9 .1.2 'ATE SI*1E': -une 27, 2022 DATE SIGNED: DECEMBER 17, 2019G$7( 6H*1(G -XQH   (;3H5(6 21 -81(   7+(6( 352G8F7 G5$JH1*6 5(35(6(17 7+( G(6H*16 (9$I8$7(G )25 5(F2*1H7H21 $6 3$57 2) H$302 8(6 (9$I8$7H21 5(3257 (5DB 7+(6( G5$JH1*6 72*(7+(5 JH7+ (5D $5( F2II(F7H9(IK 5()(55(G 72 H1 7+H6 G2F80(17 $6 7+H6 (9$I8$7H21 5(3257 H$302 ED 9 BB D 5$HI52$G 67 F2521$ F$ E EDBBD  $F(52 68H7(  0H66H21 9H(-2 F$ EE EEBDBD _ )$; EEBDB G$7( 6H*1(G GHFHPNHU   G$7(CC  67(I -2%  G5$J1 %K 5JF F+(F.(G 0G6 G$7( $+8 $33529$I 7+(6( G5$JH1*6 5(35(6(17 7+( G(6H*16 (9$I8$7(G %K H$302 8(6 $1G 5()(5(1F(G H1 7+( )2II2JH1* (9$I8$7H21 5(3257  H$3028(6 (5ED 9$IHG 7+528*+ -81(  B G$ 3$7H2 F29(5 6K67(06 %K G85$I80  9BB DATE SIGNED: DECEMBER 17, 2019 DATE SIGNED: DECEMBER 17, 2019G$7( 6H*1(G -XQH   (;3H5(6 21 -81(   7+(6( 352G8F7 G5$JH1*6 5(35(6(17 7+( G(6H*16 (9$I8$7(G )25 5(F2*1H7H21 $6 3$57 2) H$302 8(6 (9$I8$7H21 5(3257 (5DB 7+(6( G5$JH1*6 72*(7+(5 JH7+ (5D $5( F2II(F7H9(IK 5()(55(G 72 H1 7+H6 G2F80(17 $6 7+H6 (9$I8$7H21 5(3257 H$302 ED 9 BB D 5$HI52$G 67 F2521$ F$ E EDBBD  $F(52 68H7(  0H66H21 9H(-2 F$ EE EEBDBD _ )$; EEBDB G$7( 6H*1(G GHFHPNHU   G$7(CC  67(I -2%  G5$J1 %K 5JF F+(F.(G 0G6 G$7( $+8 $33529$I 7+(6( G5$JH1*6 5(35(6(17 7+( G(6H*16 (9$I8$7(G %K H$302 8(6 $1G 5()(5(1F(G H1 7+( )2II2JH1* (9$I8$7H21 5(3257  H$3028(6 (5ED 9$IHG 7+528*+ -81(  B G$ 3$7H2 F29(5 6K67(06 %K G85$I80  9BB DATE SIGNED: DECEMBER 17, 2019DATE SIGNED: June 27, 2022 EXPIRES ON: JUNE 30, 2023 THESE PRODUCT DRAWINGS REPRESENT THE DESIGNS EVALUATED FOR RECOGNITION AS PART OF IAPMO UES EVALUATION REPORT ER-254. THESE DRAWINGS TOGETHER WITH ER-254 ARE COLLECTIVELY REFERRED TO IN THIS DOCUMENT AS THIS EVALUATION REPORT IAPMO 195 V 3.1.2 2485 RAILROAD ST, CORONA, CA 92880 951.736.4500 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.1150 | FAX 949.305.1420 DATE SIGNED: DeFePEeU 22, 2022 DATE 12/22/22 4 STEL JOB # DRAWN BY RWC CHECKED MDS DATE AHU APPROVAL THESE DRAWINGS REPRESENT THE DESIGNS EVALUATED BY IAPMO UES AND REFERENCED IN THE FOLLOWING EVALUATION REPORT : IAPMO-UES ER-195 VALID THROUGH JUNE 30, 2023. DA02-03 PATIO COVER SYSTEMS BY DURALUM - V3.1.3 DATE SIGNED: DECEMBER 17, 2019DATE SIGNED: June 27, 2022 EXPIRES ON: JUNE 30, 2023 THESE PRODUCT DRAWINGS REPRESENT THE DESIGNS EVALUATED FOR RECOGNITION AS PART OF IAPMO UES EVALUATION REPORT ER-254. THESE DRAWINGS TOGETHER WITH ER-254 ARE COLLECTIVELY REFERRED TO IN THIS DOCUMENT AS THIS EVALUATION REPORT IAPMO 195 V 3.1.2 2485 RAILROAD ST, CORONA, CA 92880 951.736.4500 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.1150 | FAX 949.305.1420 DATE SIGNED: DeFePEeU 22, 2022 DATE 12/22/22 4 STEL JOB # DRAWN BY RWC CHECKED MDS DATE AHU APPROVAL THESE DRAWINGS REPRESENT THE DESIGNS EVALUATED BY IAPMO UES AND REFERENCED IN THE FOLLOWING EVALUATION REPORT : IAPMO-UES ER-195 VALID THROUGH JUNE 30, 2023. DA02-03 PATIO COVER SYSTEMS BY DURALUM - V3.1.3 DATE SIGNED: DECEMBER 17, 2019G$7( 6H*1(G -XQH   (;3H5(6 21 -81(   7+(6( 352G8F7 G5$JH1*6 5(35(6(17 7+( G(6H*16 (9$I8$7(G )25 5(F2*1H7H21 $6 3$57 2) H$302 8(6 (9$I8$7H21 5(3257 (5DB 7+(6( G5$JH1*6 72*(7+(5 JH7+ (5D $5( F2II(F7H9(IK 5()(55(G 72 H1 7+H6 G2F80(17 $6 7+H6 (9$I8$7H21 5(3257 H$302 ED 9 BB D 5$HI52$G 67 F2521$ F$ E EDBBD  $F(52 68H7(  0H66H21 9H(-2 F$ EE EEBDBD _ )$; EEBDB G$7( 6H*1(G GHFHPNHU   G$7(CC  67(I -2%  G5$J1 %K 5JF F+(F.(G 0G6 G$7( $+8 $33529$I 7+(6( G5$JH1*6 5(35(6(17 7+( G(6H*16 (9$I8$7(G %K H$302 8(6 $1G 5()(5(1F(G H1 7+( )2II2JH1* (9$I8$7H21 5(3257  H$3028(6 (5ED 9$IHG 7+528*+ -81(  B G$ 3$7H2 F29(5 6K67(06 %K G85$I80  9BB DATE SIGNED: DECEMBER 17, 2019G$7( 6H*1(G -XQH   (;3H5(6 21 -81(   7+(6( 352G8F7 G5$JH1*6 5(35(6(17 7+( G(6H*16 (9$I8$7(G )25 5(F2*1H7H21 $6 3$57 2) H$302 8(6 (9$I8$7H21 5(3257 (5DB 7+(6( G5$JH1*6 72*(7+(5 JH7+ (5D $5( F2II(F7H9(IK 5()(55(G 72 H1 7+H6 G2F80(17 $6 7+H6 (9$I8$7H21 5(3257 H$302 ED 9 BB D 5$HI52$G 67 F2521$ F$ E EDBBD  $F(52 68H7(  0H66H21 9H(-2 F$ EE EEBDBD _ )$; EEBDB G$7( 6H*1(G GHFHPNHU   G$7(CC  67(I -2%  G5$J1 %K 5JF F+(F.(G 0G6 G$7( $+8 $33529$I 7+(6( G5$JH1*6 5(35(6(17 7+( G(6H*16 (9$I8$7(G %K H$302 8(6 $1G 5()(5(1F(G H1 7+( )2II2JH1* (9$I8$7H21 5(3257  H$3028(6 (5ED 9$IHG 7+528*+ -81(  B G$ 3$7H2 F29(5 6K67(06 %K G85$I80  9BB FASTENERS "L" "D" WITH LATTICE NO LATTICE 1'-0"1"(4) #10 (3) #8 2'-0" 1" (6) #10 (4) #8 3'-0" 2" (12) #10 (2 ROWS OF 6) (8) #8 (2 ROWS OF 4) 5d9 ^LDb95͗ 59/9a.9Z ϭϳ͕ ϮϬϭϵDATE SIGNED: June 27, 2022 EXPIRES ON: JUNE 30, 2023 THESE PRODUCT DRAWINGS REPRESENT THE DESIGNS EVALUATED FOR RECOGNITION AS PART OF IAPMO UES EVALUATION REPORT ER-254. THESE DRAWINGS TOGETHER WITH ER-254 ARE COLLECTIVELY REFERRED TO IN THIS DOCUMENT AS THIS EVALUATION REPORT IAPMO 195 V 3.1.2 2485 RAILROAD ST, CORONA, CA 92880 951.736.4500 26030 ACERO, SUITE 200 MISSION VIEJO, CA 92691 949.305.1150 | FAX 949.305.1420 DATE SIGNED: December 22, 2022 DATE 12/22/22 4 STEL JOB # DRAWN BY RWC CHECKED MDS DATE AHU APPROVAL THESE DRAWINGS REPRESENT THE DESIGNS EVALUATED BY IAPMO UES AND REFERENCED IN THE FOLLOWING EVALUATION REPORT : IAPMO-UES ER-195 VALID THROUGH JUNE 30, 2023. DA02-03 PATIO COVER SYSTEMS BY DURALUM - V3.1.3 INSTALL SCREWS ATCENTER OF STUD DATE SIGNED: DECEMBER 17, 2019G$7( 6H*1(G -XQH   (;3H5(6 21 -81(   7+(6( 352G8F7 G5$JH1*6 5(35(6(17 7+( G(6H*16 (9$I8$7(G )25 5(F2*1H7H21 $6 3$57 2) H$302 8(6 (9$I8$7H21 5(3257 (5DB 7+(6( G5$JH1*6 72*(7+(5 JH7+ (5D $5( F2II(F7H9(IK 5()(55(G 72 H1 7+H6 G2F80(17 $6 7+H6 (9$I8$7H21 5(3257 H$302 ED 9 BB D 5$HI52$G 67 F2521$ F$ E EDBBD  $F(52 68H7(  0H66H21 9H(-2 F$ EE EEBDBD _ )$; EEBDB G$7( 6H*1(G GHFHPNHU   G$7(CC  67(I -2%  G5$J1 %K 5JF F+(F.(G 0G6 G$7( $+8 $33529$I 7+(6( G5$JH1*6 5(35(6(17 7+( G(6H*16 (9$I8$7(G %K H$302 8(6 $1G 5()(5(1F(G H1 7+( )2II2JH1* (9$I8$7H21 5(3257  H$3028(6 (5ED 9$IHG 7+528*+ -81(  B G$ 3$7H2 F29(5 6K67(06 %K G85$I80  9BB DATE SIGNED: DECEMBER 17, 2019G$7( 6H*1(G -XQH   (;3H5(6 21 -81(   7+(6( 352G8F7 G5$JH1*6 5(35(6(17 7+( G(6H*16 (9$I8$7(G )25 5(F2*1H7H21 $6 3$57 2) H$302 8(6 (9$I8$7H21 5(3257 (5DB 7+(6( G5$JH1*6 72*(7+(5 JH7+ (5D $5( F2II(F7H9(IK 5()(55(G 72 H1 7+H6 G2F80(17 $6 7+H6 (9$I8$7H21 5(3257 H$302 ED 9 BB D 5$HI52$G 67 F2521$ F$ E EDBBD  $F(52 68H7(  0H66H21 9H(-2 F$ EE EEBDBD _ )$; EEBDB G$7( 6H*1(G GHFHPNHU   G$7(CC  67(I -2%  G5$J1 %K 5JF F+(F.(G 0G6 G$7( $+8 $33529$I 7+(6( G5$JH1*6 5(35(6(17 7+( G(6H*16 (9$I8$7(G %K H$302 8(6 $1G 5()(5(1F(G H1 7+( )2II2JH1* (9$I8$7H21 5(3257  H$3028(6 (5ED 9$IHG 7+528*+ -81(  B G$ 3$7H2 F29(5 6K67(06 %K G85$I80  9BB DATE SIGNED: DECEMBER 17, 2019 DATE SIGNED: DECEMBER 17, 2019G$7( 6H*1(G -XQH   (;3H5(6 21 -81(   7+(6( 352G8F7 G5$JH1*6 5(35(6(17 7+( G(6H*16 (9$I8$7(G )25 5(F2*1H7H21 $6 3$57 2) H$302 8(6 (9$I8$7H21 5(3257 (5DB 7+(6( G5$JH1*6 72*(7+(5 JH7+ (5D $5( F2II(F7H9(IK 5()(55(G 72 H1 7+H6 G2F80(17 $6 7+H6 (9$I8$7H21 5(3257 H$302 ED 9 BB D 5$HI52$G 67 F2521$ F$ E EDBBD  $F(52 68H7(  0H66H21 9H(-2 F$ EE EEBDBD _ )$; EEBDB G$7( 6H*1(G GHFHPNHU   G$7(CC  67(I -2%  G5$J1 %K 5JF F+(F.(G 0G6 G$7( $+8 $33529$I 7+(6( G5$JH1*6 5(35(6(17 7+( G(6H*16 (9$I8$7(G %K H$302 8(6 $1G 5()(5(1F(G H1 7+( )2II2JH1* (9$I8$7H21 5(3257  H$3028(6 (5ED 9$IHG 7+528*+ -81(  B G$ 3$7H2 F29(5 6K67(06 %K G85$I80  9BB ADDITIONAL STATE LICENSURE STAMPS DATE SIGNED: DECEMBER 17, 2019G$7( 6H*1(G -XQH   (;3H5(6 21 -81(   7+(6( 352G8F7 G5$JH1*6 5(35(6(17 7+( G(6H*16 (9$I8$7(G )25 5(F2*1H7H21 $6 3$57 2) H$302 8(6 (9$I8$7H21 5(3257 (5DB 7+(6( G5$JH1*6 72*(7+(5 JH7+ (5D $5( F2II(F7H9(IK 5()(55(G 72 H1 7+H6 G2F80(17 $6 7+H6 (9$I8$7H21 5(3257 H$302 ED 9 BB D 5$HI52$G 67 F2521$ F$ E EDBBD  $F(52 68H7(  0H66H21 9H(-2 F$ EE EEBDBD _ )$; EEBDB G$7( 6H*1(G GHFHPNHU   G$7(CC  67(I -2%  G5$J1 %K 5JF F+(F.(G 0G6 G$7( $+8 $33529$I 7+(6( G5$JH1*6 5(35(6(17 7+( G(6H*16 (9$I8$7(G %K H$302 8(6 $1G 5()(5(1F(G H1 7+( )2II2JH1* (9$I8$7H21 5(3257  H$3028(6 (5ED 9$IHG 7+528*+ -81(  B G$ 3$7H2 F29(5 6K67(06 %K G85$I80  9BB