BPAT2024-0019BUILDING PERMIT
DESIGN & DEVELOPMENT
DEPARTMENT
78-495 CALLE TAMPICO
Qa�fra
LA QUINTA, CALIFORNIA 92253
eca
CALIFORNIA
Permit Type: Patio Cover
Owner:
Permit Number: BPAT2024-0019
Applicant:
Property Address: 79470 N SUNRISE RIDGE DR
APN: 604100015
Contractor:
Legal Description Lot 15 MB 183/83 TR 19903
Property Zoning: RL, 15
Valuation: $4,600.00
PHONE (760) 777-7125
WWW.LAQUINTACA.GOV
APPLIED DATE: 03/14/2024
ISSUED DATE: 04/25/2024
Vera Edwards
Christian Angulo
82857 WHEATLEY COURT, INDIO, CA 92201
Christian Angulo / 1052124
82857 WHEATLEY COURT, INDIO, CA 92201
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
construction lender preliminary notice from that duty.
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: 4/25/24 5:46 pm Page 1 of 3
1-311111111]1Z"a4 N IT, IkI
Permit Type: Patio Cover
Permit Number: BPAT2024-0019
Property Address: 79470 N SUNRISE RIDGE DR
296SF SOLID PATIO COVER AT REAR YARD [DURALUM]. THIS PERMIT DOES NOT INCLUDE ELECTRICAL INSTALLATIONS. 2022
CALIFORNIA BUILDING CODES.
,instructinn Dpt;
Each Additional Patio -1 Each Additional Patio 0 Each Additional Patio -1
Coverfee3 Cover fee Coverfee2
Number of 1 Number of 0 Number of Engineered 0
Pre -Engineered Open Pre -Engineered Patio Cover(s)
Patio Covers Enclosed Patio
Cover(s)
Number of 0 Zoning RL City Limits Within La Quinta Limits
Receptacle/Switch/Li g
ht(s)
Subdivision Name
Legal Description
TR 19903 Lot Number 15
Lot 15 MB 183/83 TR Centerlines 87023
19903
Lot Size 355.656
Type Group Sq Ft Value
Invoice No. Fee
Fee Amount
Amount Paid
INV-00006016 Technology Enhancement Fee
$8.00
$8.00
Patio Cover, Pre -Approved Standard, Open PC
$120.83
$120.83
Patio Cover, Pre -Approved Standard, Open
$122.66
$122.66
Building Standards Administration
$1.00
$1.00
Credit Card Convenience Fee
$6.63
$6.63
SMI - Residential
$0.60
$0.60
Digital Archiving and Records Management Fee - OTC
$12.00
$12.00
Total for InvoiceINV-00006016
$271.72
$271.72
Grand Total for Permit
$271.72
$271.72
Workflow Step / Action Name
Action Type
Start Date
End Date
Application Completeness Check v.1
03/15/2024 8:37
03/15/2024 8:37
Submittal Document Verification v.1
Generic Action
03/15/2024 8:37
Plan Check v.1
03/15/2024 0:00
04/18/2024 14:49
.........
Building Review (1 Day) v.1
Receive Submittal
......... ......... .........
03/15/2024 0:00
......... ......... .........
03/22/2024 15:10
.........
Building Review (1 Day) v.2
Receive Submittal
......... ......... .........
04/11/2024 0:00
......... ......... .........
04/18/2024 14:49
Permit Issuance v.1
04/18/2024 14:50
04/25/2024 10:46
............................ ....................................
Contractor / Owner -Builder Information v.1
.........
Generic Action
......... ......... .........
......... ......
04/18/2024 14:50
......... ......... ......... .........
Verify & Invoice Fees v.1
......................................................
Generic Action
......
......... ....
04/18/2024 14:50
.........................................................................................................................................................
Verify Fee Payment & Issue Permit v.1
Generic Action
.................. ..........
04/25/2024 10:46
...................................................................................................................................................................
Print, Attach, and Email Building Permit v.1
Create Report
04/25/2024 10:46
................ ..........
04/25/2024 10:46
Patio Cover Inspections v.1
Printed: 4/25/24 5:46 pm Page 2 of 3
1:311111111]1Z"a4NIT, lIII I
Permit Type: Patio Cover
Permit Number: BPAT2024-0019
Property Address: 79470 N SUNRISE RIDGE DR
Footing M
Inspection
......................................................................................................................................................................................................................................................................................
Framing v.1
Inspection
.............................................................................................................................................................................................................................................................................................................................
Roof Nail v.1
..................
Inspection
Final Inspections v.1
Final Patio Cover v.1
Inspection
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.
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.
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.
Printed: 4/25/24 5:46 pm Page 3 of 3
LA QUINTA PALMS HOA
c/o WhiteStar Management, Inc
72000 Magnesia Falls Dr, Ste 3
Rancho Mirage, CA 92270
760-773-0123
NOTICE OF APPROVAL
December 9, 2023
Vera Edwards
79470 N Sunrise Ridge Dr.
La Quinta, CA 92253
RE: 79470 N Sunrise Dr. Patio Construction
Dear Vera Edwards,
Your Request for Architectural Change has been Approved. Specifically, you have approval to proceed with
the following:
Construction of new patio structure specially detailed in your architectural application.
We reserve the right to make a final inspection of the change to be sure it matches the Request you submitted
for Approval. Please follow the original plan you submitted or submit an additional Request form if you
cannot follow the original plan. You must follow all local building codes and setback requirements when
making this change. Additionally, you are responsible for obtaining any/all permits required by the City, if
applicable.
Our approval here is only based on the aesthetics of your proposed change. This approval should not be taken
as any certification as to the construction worthiness or structural integrity of the change you propose. Be
aware that you are responsible for contacting the appropriate utility companies before digging, if applicable.
We appreciate your cooperation in submitting this Request for Approval. An attractive Community helps all
of us get the full value from our homes when we decide to sell.
A note on Aesthetic Standards
One of the functions of an architectural committee is to make subjective decisions about aesthetics. This is a recognized
function of the committee and their decisions on such issues control even where an owner may strongly disagree.
Attractiveness and artistry are, like beauty, well within the eye of the beholder. Such qualities have never been
measurable or quantifiable. Therefore, we conclude as a matter of law, the Association and its subordinate entities
maintain the power under their enabling covenant to apply both subjective and objective criteria when evaluating the
merit of proposed improvements to covenant property.
Lastly, please remember to inform management when your project has been completed. A picture helps
finalize the project quickest.
Sincerely,
Steve Mitchell
Community Association Manager
WhiteStar Management, Inc.
Steve@whitestarmgmt.com
26030 ACERO, SUITE 200, MISSION VIEJO, CA 92691 (949) 305-1150 FAX (949) 305-1420
January 6, 2023
Project:
IAPMO 195 v3.1.2, valid through 06/30/2023
“Residential Patio Covers, Carports and Commercial Roof Structures”
IAPMO 254 v4.1, valid through 05/31/2023
“Patio Cover Enclosure Systems”
4 S.T.E.L. Engineering Job #: DA05 – Letter #93B_195v3.1.2_254v4.1
To Whom It May Concern:
4 S.T.E.L. Engineering, INC is the structural engineering firm that generated the IAPMO approval for the following
Duralum patio covers:
IAPMO 195, Expiration Date: 06/30/2023, Signed on June 27, 2022
Report: https://www.iapmoes.org/media/30087/er_0195.pdf
Drawings: https://www.iapmoes.org/media/30088/iapmo-0195-v312r3-iapmo-approved-2022-06-27-locked.pdf
IAPMO 254, Expiration Date: 05/31/2023, Signed on May 24, 2022
Report: https://www.iapmoes.org/media/29777/er_0254.pdf
Drawings: https://www.iapmoes.org/media/29839/duralum-iapmo-254-v41r-ca.pdf
The IAPMO website is the following: http://www.iapmoes.org/building-products-evaluation-report-
program/evaluation-report-directory/
Those IAPMO reports state that the structures were designed per the 2018 IRC, 2018 IBC, 2019 CRC and 2019 CBC.
These reports are currently in the process of listing compliance to the 2021 IRC, 2021 IBC, 2022 CRC and 2022 CBC
on the general notes sheet, and should be formally approved within a week or two from the date of this letter.
This letter is to confirm that the design values published in both current IAPMO reports will be unchanged, and that
both designs comply with 2021 IRC, 2021 IBC, 2022 CRC and 2022 CBC.
Please feel free to contact our office with any questions or concerns.
Dustin K. Rosepink, S.E. 5885
President, CEO
4 S.T.E.L. Engineering, Inc.
26030 Acero Suite 200
Mission Viejo, CA 92691
P: (949) 305-1150 x105
C: (949) 305-1150 x150
F: (949) 305-1420
2024
2024.3
2024
2024 2023
2024 2023
3
CS Patio Covers Inc
Lic 1052124
45080 Golf Center Parkway Bldg G
Indio Ca 92201
79470 N Sunrise Ridge Dr
EXPIRES ON: JUNE 30, 2023THESE PRODUCT DRAWINGS REPRESENT THEDESIGNS EVALUATED FOR RECOGNITION ASPART OF IAPMO UES EVALUATION REPORTER-195. THESE DRAWINGS TOGETHER WITHER-195 ARE COLLECTIVELY REFERRED TO INTHIS DOCUMENT AS THIS EVALUATION REPORTIAPMO 195V 3.1.2DATE SIGNED: December 22, 2022DRAWING NOTES :1.THE DRAWINGS AND SPECIFICATIONS SHOWN REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE NOTED, AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALLSUPERVISE 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 ALUMINUMALLOYS 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 LAGSCREWS 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 LOADINGTHEY 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 BESECURED 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 L7.1FOR 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 MAXIMUMDEAD 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.* ( 1 ( 5 $ I 1 2 7 ( 626030 ACEROPHONE:(949) 305-1150MISSION VIEJO, CA 92691FAX:(949) 305-1420STRUCTURAL ENGINEER OF RECORD:DUSTIN K. ROSEPINK, SE 5885POINT OF CONTACT:MARIE-DOMINIQUE SETA, SE 5987POINT OF CONTACTSUSE 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 PERTINENTSITE-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 SUBMITTINGTHE 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 SITESPECIFIC 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 PROFESSIONALBOARD 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 THATWILL NOT BE VISIBLE ON A BLACK AND WHITE COPY7.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-DIRECTORYAT 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, G0.13.PRINTED IAPMO REPORT 1954.STRUCTURAL CONFIGURATION (i.e. SOLID OR LATTICE ROOF, FREESTANDING OR ATTACHED), SHEET S1.x OR L1.x5.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.x7.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 DURALUMBUILDING DEPARTMENTS : PLEASE CONTACT 4STEL ENGINEERINGHOME OWNERS: PLEASE REQUEST ANY INFORMATION THROUGH YOUR CONTRACTORDESIGN PARAMETERSSEE SHEET S1.[ OR L1.[ FOR SHEET INDEX.ALL UNUSED SHEETS SHALL BE REMOVED FROM THIS SET OF DRAWINGS.NOTES TO LOCAL AUTHORIT< HAVING JURISDICTIONAND ENTITY SUBMITTING DRAWINGS FOR APPROVALSHEET INDEXJO% 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 JURISDICTION1.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 16WIND 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: D2.SEISMIC DESIGN CATEGORY: E3.MAPPED SPECTRAL RESPONSE COEFFICIENTS: Ss = 1.50, S1 = 0.6, Sds = 1.0, Sd1 = 0.504.RESPONSE MODIFICATION FACTOR, R=1.255.RISK CATEGORY II6.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 7-10SECTION 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 7-16SECTION 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 STATEAND 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 CUMULATIVE3.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/S3.22.MINIMUM ROOF SLOPE FOR SOLID ROOF PANELS WITH DURAPANEL : SEE DETAIL 1A/S3.23.MAXIMUM ROOF SLOPE FOR ALL STRUCTURES IS 3 DEGREES4.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 SAMECONTINUOUS 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 AREDOUGLAS 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 THEBUILDING OFFICIAL DEMONSTRATING THAT THE DESIGN SNOW LOADS DO NOT EXCEED THE ALLOWABLE ROOF SNOW LOADS SPECIFIED ONTHESE PRODUCT DRAWINGS.CALCULATIONS SHALL ADDRESS THE SNOW LOAD PROVISIONS OF IBC SECTION 1608, INCLUDING, BUT NOT LIMITED TO, RAIN-ON-SNOWSURCHARGE LOAD, UNBALANCED SNOW, AND SNOW DRIFT.SNO: LOADS DESIGN PARAMETERSCORONA, CA 92880951.736.4500MISSION VIEJO, CA 92691949.305.1150 | FAX 949.305.1420DATE 12/22/224 STEL JOB #RWCCHECKEDMDSDATEAHU APPROVALDESIGNS EVALUATED BY IAPMO UESAND REFERENCED IN THEFOLLOWING EVALUATION REPORT :IAPMO-UES ER-195VALID THROUGH JUNE 30, 2023.DA02-03PATIO COVER SYSTEMSBY DURALUM - V3.1.3USE OF THIS SET OF PLANS FOR A SITE SPECIFIC PROJECT:1.NOT ALL PAGES OF THIS SET OF DRAWINGS WILL BE USED FOR A SITE SPECIFIC PROJECT. EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION SHOULD INCLUDE ONLY THEPERTINENT SITE-SPECIFIC STRUCTURAL COMPONENTS LOCATED WITHIN THIS IAPMO-LISTED EVALUATION REPORT.Edwards1012079470 N Sunrise Ridge DrSee attached Engineering letter in regards to the date concern
DATE SIGNED: DECEMBER 17, 2019DATE SIGNED: June 27, 2022EXPIRES ON: JUNE 30, 2023THESE PRODUCT DRAWINGS REPRESENT THEDESIGNS EVALUATED FOR RECOGNITION ASPART OF IAPMO UES EVALUATION REPORTER-254. THESE DRAWINGS TOGETHER WITHER-254 ARE COLLECTIVELY REFERRED TO INTHIS DOCUMENT AS THIS EVALUATION REPORTIAPMO 195V 3.1.2CORONA, CA 92880951.736.4500MISSION VIEJO, CA 92691949.305.1150 | FAX 949.305.1420DATE 12/22/224 STEL JOB #RWCCHECKEDMDSDATEAHU APPROVALDESIGNS EVALUATED BY IAPMO UESAND REFERENCED IN THEFOLLOWING EVALUATION REPORT :IAPMO-UES ER-195VALID THROUGH JUNE 30, 2023.DA02-03PATIO COVER SYSTEMSBY DURALUM - V3.1.3
DATE SIGNED: DECEMBER 17, 2019DATE SIGNED: June 27, 2022EXPIRES ON: JUNE 30, 2023THESE PRODUCT DRAWINGS REPRESENT THEDESIGNS EVALUATED FOR RECOGNITION ASPART OF IAPMO UES EVALUATION REPORTER-254. THESE DRAWINGS TOGETHER WITHER-254 ARE COLLECTIVELY REFERRED TO INTHIS DOCUMENT AS THIS EVALUATION REPORTIAPMO 195V 3.1.2CORONA, CA 92880951.736.4500MISSION VIEJO, CA 92691949.305.1150 | FAX 949.305.1420DATE 12/22/224 STEL JOB #RWCCHECKEDMDSDATEAHU APPROVALDESIGNS EVALUATED BY IAPMO UESAND REFERENCED IN THEFOLLOWING EVALUATION REPORT :IAPMO-UES ER-195VALID THROUGH JUNE 30, 2023.DA02-03PATIO COVER SYSTEMSBY DURALUM - V3.1.3
DATE SIGNED: DECEMBER 17, 2019DATE SIGNED: June 27, 2022EXPIRES ON: JUNE 30, 2023THESE PRODUCT DRAWINGS REPRESENT THEDESIGNS EVALUATED FOR RECOGNITION ASPART OF IAPMO UES EVALUATION REPORTER-254. THESE DRAWINGS TOGETHER WITHER-254 ARE COLLECTIVELY REFERRED TO INTHIS DOCUMENT AS THIS EVALUATION REPORTIAPMO 195V 3.1.2CORONA, CA 92880951.736.4500MISSION VIEJO, CA 92691949.305.1150 | FAX 949.305.1420DATE 12/22/224 STEL JOB #RWCCHECKEDMDSDATEAHU APPROVALDESIGNS EVALUATED BY IAPMO UESAND REFERENCED IN THEFOLLOWING EVALUATION REPORT :IAPMO-UES ER-195VALID THROUGH JUNE 30, 2023.DA02-03PATIO COVER SYSTEMSBY DURALUM - V3.1.3
DATE SIGNED: DECEMBER 17, 2019DATE SIGNED: June 27, 2022EXPIRES ON: JUNE 30, 2023THESE PRODUCT DRAWINGS REPRESENT THEDESIGNS EVALUATED FOR RECOGNITION ASPART OF IAPMO UES EVALUATION REPORTER-254. THESE DRAWINGS TOGETHER WITHER-254 ARE COLLECTIVELY REFERRED TO INTHIS DOCUMENT AS THIS EVALUATION REPORTIAPMO 195V 3.1.2CORONA, CA 92880951.736.4500MISSION VIEJO, CA 92691949.305.1150 | FAX 949.305.1420DATE 12/22/224 STEL JOB #RWCCHECKEDMDSDATEAHU APPROVALDESIGNS EVALUATED BY IAPMO UESAND REFERENCED IN THEFOLLOWING EVALUATION REPORT :IAPMO-UES ER-195VALID THROUGH JUNE 30, 2023.DA02-03PATIO COVER SYSTEMSBY DURALUM - V3.1.3
DATE SIGNED: DECEMBER 17, 2019DATE SIGNED: June 27, 2022EXPIRES ON: JUNE 30, 2023THESE PRODUCT DRAWINGS REPRESENT THEDESIGNS EVALUATED FOR RECOGNITION ASPART OF IAPMO UES EVALUATION REPORTER-254. THESE DRAWINGS TOGETHER WITHER-254 ARE COLLECTIVELY REFERRED TO INTHIS DOCUMENT AS THIS EVALUATION REPORTIAPMO 195V 3.1.2CORONA, CA 92880951.736.4500MISSION VIEJO, CA 92691949.305.1150 | FAX 949.305.1420DATE 12/22/224 STEL JOB #RWCCHECKEDMDSDATEAHU APPROVALDESIGNS EVALUATED BY IAPMO UESAND REFERENCED IN THEFOLLOWING EVALUATION REPORT :IAPMO-UES ER-195VALID THROUGH JUNE 30, 2023.DA02-03PATIO COVER SYSTEMSBY DURALUM - V3.1.3
DATE SIGNED: DECEMBER 17, 2019DATE SIGNED: June 27, 2022EXPIRES ON: JUNE 30, 2023THESE PRODUCT DRAWINGS REPRESENT THEDESIGNS EVALUATED FOR RECOGNITION ASPART OF IAPMO UES EVALUATION REPORTER-254. THESE DRAWINGS TOGETHER WITHER-254 ARE COLLECTIVELY REFERRED TO INTHIS DOCUMENT AS THIS EVALUATION REPORTIAPMO 195V 3.1.2CORONA, CA 92880951.736.4500MISSION VIEJO, CA 92691949.305.1150 | FAX 949.305.1420DATE 12/22/224 STEL JOB #RWCCHECKEDMDSDATEAHU APPROVALDESIGNS EVALUATED BY IAPMO UESAND REFERENCED IN THEFOLLOWING EVALUATION REPORT :IAPMO-UES ER-195VALID THROUGH JUNE 30, 2023.DA02-03PATIO COVER SYSTEMSBY DURALUM - V3.1.3
FASTENERS"L""D"WITH LATTICENO LATTICE1'-0"1"(4) #10(3) #82'-0"1"(6) #10(4) #83'-0"2"(12) #10(2 ROWS OF 6)(8) #8(2 ROWS OF 4)DATE SIGNED: DECEMBER 17, 2019DATE SIGNED: June 27, 2022EXPIRES ON: JUNE 30, 2023THESE PRODUCT DRAWINGS REPRESENT THEDESIGNS EVALUATED FOR RECOGNITION ASPART OF IAPMO UES EVALUATION REPORTER-254. THESE DRAWINGS TOGETHER WITHER-254 ARE COLLECTIVELY REFERRED TO INTHIS DOCUMENT AS THIS EVALUATION REPORTIAPMO 195V 3.1.2CORONA, CA 92880951.736.4500MISSION VIEJO, CA 92691949.305.1150 | FAX 949.305.1420DATE 12/22/224 STEL JOB #RWCCHECKEDMDSDATEAHU APPROVALDESIGNS EVALUATED BY IAPMO UESAND REFERENCED IN THEFOLLOWING EVALUATION REPORT :IAPMO-UES ER-195VALID THROUGH JUNE 30, 2023.DA02-03PATIO COVER SYSTEMSBY DURALUM - V3.1.3INSTALL SCREWS ATCENTER OF STUD
DATE SIGNED: DECEMBER 17, 2019DATE SIGNED: June 27, 2022EXPIRES ON: JUNE 30, 2023THESE PRODUCT DRAWINGS REPRESENT THEDESIGNS EVALUATED FOR RECOGNITION ASPART OF IAPMO UES EVALUATION REPORTER-254. THESE DRAWINGS TOGETHER WITHER-254 ARE COLLECTIVELY REFERRED TO INTHIS DOCUMENT AS THIS EVALUATION REPORTIAPMO 195V 3.1.2CORONA, CA 92880951.736.4500MISSION VIEJO, CA 92691949.305.1150 | FAX 949.305.1420DATE 12/22/224 STEL JOB #RWCCHECKEDMDSDATEAHU APPROVALDESIGNS EVALUATED BY IAPMO UESAND REFERENCED IN THEFOLLOWING EVALUATION REPORT :IAPMO-UES ER-195VALID THROUGH JUNE 30, 2023.DA02-03PATIO COVER SYSTEMSBY DURALUM - V3.1.3
DATE SIGNED: DECEMBER 17, 2019DATE SIGNED: June 27, 2022EXPIRES ON: JUNE 30, 2023THESE PRODUCT DRAWINGS REPRESENT THEDESIGNS EVALUATED FOR RECOGNITION ASPART OF IAPMO UES EVALUATION REPORTER-254. THESE DRAWINGS TOGETHER WITHER-254 ARE COLLECTIVELY REFERRED TO INTHIS DOCUMENT AS THIS EVALUATION REPORTIAPMO 195V 3.1.2CORONA, CA 92880951.736.4500MISSION VIEJO, CA 92691949.305.1150 | FAX 949.305.1420DATE 12/22/224 STEL JOB #RWCCHECKEDMDSDATEAHU APPROVALDESIGNS EVALUATED BY IAPMO UESAND REFERENCED IN THEFOLLOWING EVALUATION REPORT :IAPMO-UES ER-195VALID THROUGH JUNE 30, 2023.DA02-03PATIO COVER SYSTEMSBY DURALUM - V3.1.3The spacing between posts is to be 13’7”on slab attachement
DATE SIGNED: DECEMBER 17, 2019DATE SIGNED: June 27, 2022EXPIRES ON: JUNE 30, 2023THESE PRODUCT DRAWINGS REPRESENT THEDESIGNS EVALUATED FOR RECOGNITION ASPART OF IAPMO UES EVALUATION REPORTER-254. THESE DRAWINGS TOGETHER WITHER-254 ARE COLLECTIVELY REFERRED TO INTHIS DOCUMENT AS THIS EVALUATION REPORTIAPMO 195V 3.1.2CORONA, CA 92880951.736.4500MISSION VIEJO, CA 92691949.305.1150 | FAX 949.305.1420DATE 12/22/224 STEL JOB #RWCCHECKEDMDSDATEAHU APPROVALDESIGNS EVALUATED BY IAPMO UESAND REFERENCED IN THEFOLLOWING EVALUATION REPORT :IAPMO-UES ER-195VALID THROUGH JUNE 30, 2023.DA02-03PATIO COVER SYSTEMSBY DURALUM - V3.1.3Beam B11post C1Spacing 13’7”Trib 5120 mph / Cpage S7.2ON SLAB ATTACHEMENT TO BE FOLLOWEDThis Engineering page is only followed when FOOTING are needed. Otherwise look at page S7.2 for post spacing details