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SA2024-0032
BUILDING PERMIT DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Permit Type: Sign Permit Number: SA2024-0032 Property Address: 79670 HIGHWAY 111 APN: 600030014 Legal Description Parcel 2 PM 216/69 PM 31143 Property Zoning: Valuation: $24,400.00 PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 09/17/2024 ISSUED DATE: 10/18/2024 CALIFORNIA Owner: Applicant: John Crispis 1700 W. Anaheim St., Long Beach, CA 90813 Contractor: SUPERIOR ELECTRICAL ADVERTISING INC 1700 W ANAHEIM, LONG BEACH, CA 90813 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: 10/18/24 11:35 am Page 1 of 3 BUILDING PERMIT Permit Type: Sign Permit Number: Property Address I SA2024-0032 79670 HIGHWAY 111 Sign (A) 3'-9" x 10'-9" illuminated wall sign Sign (B) 3'-7" x 5'-0" illuminated wall sign Sign (Cl) 3'-0" x 16'-6" illuminated wall signs Sign (C2) 3'-0" x 16'-6" illuminated wall signs Sign (D1) 3'-8" x 4'-0" illuminated ground sign Sign (D2) 3'-8" x 4'-0" illuminated ground sign Sign (E) 11'-6" x 12'-0" Car Clearance Gateway Sign (F) 7'-0" x 10'-0" Order screen and shade canopy Sign Text Dunkin Sign Materials Aluminum, arcylic Location on premises Wall signs on building. Ground signs in parking lot. Car Clearance Gateway in parking lot as well as Order Screen Canopy. Sign Height (ft) 3 Sign Width (ft) 10 Sign Length (ft) 16 Sign Illuminated? Yes Number of Wall / 4 Number of Monument 4 Awning Signs w/ Signs Electrical Do you Understand? I Understand Sign Illuminated YesNcYes Acres 0 Legal Description Parcel 2 PM 216/69 PM 31143 Type Group Sq Ft Value Invoice No. Fee INV-00009933 Monument Sign - Each Additional Sign Permit Technology Enhancement Fee Monument Sign - First PC Monument Sign - First Building Standards Administration Wall/Awning Sign - Each Additional PC Wall/Awning Sign - First PC Wall/Awning Sign - Each Additional Wall/Awning Sign - First Digital Archiving and Records Management Fee - OTC Fee Amount $129.80 $421.00 $58.18 $175.60 $95.43 $1.00 $97.35 $114.52 $97.35 $32.45 $12.00 Total for InvoiceINV-00009933 $1,234.68 Amount Paid $129.80 $421.00 $58.18 $175.60 $95.43 $1.00 $97.35 $114.52 $97.35 $32.45 $12.00 $1,234.68 Grand Total for Permit $1,234.68 $1,234.68 Workflow Step / Action Name Action Type Start Date End Date Review v.1 09/17/2024 0:00 10/16/2024 8:55 ---------------------------------------------------------------------------------------------------------------------------------------- Sign Review v.1 Receive Submittal 09/17/2024 0:00 09/20/2024 16:58 Printed: 10/18/24 11:35 am Page 2 of 3 BUILDING PERMIT Permit Type: Sign Permit Number: SA2024-0032 Property Address: 79670 HIGHWAY 111 Sign Review v.2 Receive Submittal 10/14/2024 0:00 10/16/2024 8:55 Issue Permit v.1 10/16/2024 9:00 10/18/2024 11:35 ---------------------------------------------------------------------------------------------------------------------------------------- Verify Contractor info & Conditions have been met v.1 Generic Action 10/16/2024 9:00 ---------------------------------------------------------------------------------------------------------------------------------------- Verify & Invoice Fees v.1 Generic Action 10/18/2024 11:34 ---------------------------------------------------------------------------------------------------------------------------------------- Verify Fee Payment & Issue Permit v.1 Generic Action 10/18/2024 11:35 ---------------------------------------------------------------------------------------------------------------------------------------- Print, Attach, and Email Building Permit v.1 Create Report 10/18/2024 11:35 10/18/2024 11:35 Inspections v.1 ---------------------------------------------------------------------------------------------------------------------------------------- Framing v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Rough Electrical v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Underground Electrical v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Footing v.1 Inspection Final Inspections v.1 ---------------------------------------------------------------------------------------------------------------------------------------- Final Sign 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: 10/18/24 11:35 am Page 3 of 3 STATE OF CALIFORNIA SIGN LIGHTING CEC-NRCI-LTS-01 (Revised 01/201 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF INSTALLATION NRCI-LTS-01-E Sign Lighting (Page 1 of 2) Project Name: #365315 Enforcement Enforcement Agency CEDD Pe-t Number SA2024-0032 Project Address 79670 HIGHWAY 111 Cty LA QUINTA 2ipcode: 92253 I GENERAL INFORMATION DATE QF 19 ,p11xG4PERMIT: PERMIT #: SA2024-0032 LOCATIONOFSIGN(S) Q Outdoor Sign(s) ❑ Indoor Sign(s) TYPE OF CONSTRUCTION 8 New Sign(s) ❑ Sign Alteration SCOPE OF RESPONSIBILITY Enter the date of approval by enforcement agency of the Certificate of Compliance that provides Date: 10/18/2024 the specifications for the energy efficiency measures for the scope of responsibility for this Installation Certificate. In the table below identify all applicable construction documents that specify the requirements for the scope of responsibility reported by this Installation Certificate (continued). Document Title or Description Applicable Sheets or Pages, Tables, Schedules, etc. Date Approved By the Enforcement Agency TIME CLOCK PHOTO CELL INTERMATIC EK 4036S CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance January 2020 STATE OF CALIFORNIA SIGN LIGHTING CFC-NRCI-I TR-01 /Revised 01/201 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF INSTALLATION NRCI-LTS-01 E Sign Lighting (Page 2 of 2) vrojectName:DUNKIN #365315 EnforcementAgen. CEDD SA8o2<-0032 Project Address:79670 HIGHWAY 111 °ty:LAQUINTA Zip Code:92253 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Installation documentation is accurate and complete. Documentation Author Name: MIKE MILLER /� ///� Documentation Author Signature: Mike MluelL Documentation Author Company Name: Date Signed: 10/ 18/2024 SUPERIOR ELECTRICAL ADVERTISING, INC Address:1700 W ANAHEIM STREET CEA Certification Identification (if applicable): City/State/Zip: LONG BEACH, CA 90813 Phone: 562-495-3808 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Installation is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction, or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Installation and attest to the declarations in this statement (responsible builder/installer), otherwise I am an authorized representative of the responsible builder/installer. 3. The constructed or installed features, materials, components or manufactured devices (the installation) identified on this Certificate of Installation conforms to all applicable codes and regulations, and the installation conforms to the requirements given on the plans and specifications approved by the enforcement agency. 4. 1 reviewed a copy of the Certificate of Compliance approved by the enforcement agency that identifies the specific requirements for the scope of construction or installation identified on this Certificate of Installation, and I have ensured that the requirements that apply to the construction or installation have been met. 5. 1 will ensure that a completed signed copy of this Certificate of Installation shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Installation is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Builder/Installer Name: MARK HEALY Responsible Builder/Installer Signature: MARK HEALY Company Name: (Installing Subcontractor or General Contractor or Builder/Owner) Position With Company (Title): SUPERIOR ELECTRICAL ADVERTISING, INC Address:1700 W ANAHEIM STREET CStBLicense: 271598 City/State/Zip: LONG BEACH, CA 90813 Phone:562-495-3808 Date Signed: 11/26/24 CA Building Energy Efficiency Standards- 2019 Nonresidential Compliance January 2020 Febuary 14th, 2024 State of California Department of Building and Safety AUTHORIZATION TO ACT ON BEHALF OF CONTRACTOR I hereby authorize the following person to act on my behalf to renew our city business license, obtain permits from the Building Department and to sign permit applications for me. I am properly licensed as required by the State of California. I assume full responsibility, under the law, for permits taken by persons authorized to act on my behalf. This authorization shall continue until the Department of Building and Safety is notified in writing that such authorization is cancelled by this contractor. PERSON AUTHORIZED TO SIGN PERMITS AND HIS SIGNATURE: Mr. John Crispis Company Name: By Licensed Contractor: Date of Birth License No. CDL Fed ID: State I D: Work Comp: Superior Electrical Advertising, Inc. Stan Janocha 12/23/45 C271598 A0549240 952221118 24471575 UB5K094655 If you should have any questions or comments, do not hesitate to contact me. Sincerely, Janocha, CEO ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of QA ) On ��-�� 1 �� �-`) before me, (insert name and title of the officer) personally appeared S-� VIY-N 5NYAQ C� who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal Sign THERESA REGINA LORSEY Votary Public Cadornia z Los Angeles County > Commission; 2371931 My Comm. Expires A_g 22. 2^2, (Seal) November 7, 2024 CITY OF LA QUINTA - FINAL REVIEW Permit No: SA2024-0032 Interwest No.: LAQ24-0131 Non -Structural: 00-hours Structural:1.50-hours City of La Quinta Building Department 78-495 Calle Tampico La Quinta, CA 92253 Plan Review: Commercial - Dunkin Donuts, Sign (STR Only) Address: 79670 Highway 111 0 1W I N T E R W E S T A SAFEbuilt COMPANY Interwest Consulting Group has completed a FINAL code compliance review of the following documents on behalf of the City of La Quinta: 1. Drawings: a. 1 through 11 dated 10/1/2024 by Superior Electrical Advertising. 2. Energy Compliance Documentation: One electronic copy dated 9/17/2024 by John Cripis. 3. Structural calculations: electronic copy dated 9/9/2024 by Isaac Isak, P.E. The applicable provisions of the 2022 California Building Standards Code were used as the basis of this review. Plan review comments follow on the attached list. Enclosed, please find the above noted documents bearing Interwest Consulting Group's plan review stamps indicating the documents have been reviewed for code compliance. Please do not hesitate to contact us directly with any questions. Sincerely, INTERWEST CONSULTING GROUP Jim Northcutt ICC Certified Plans Examiner 1500 S. Haven Ave I Suite 220 Ontario, CA 91761 909.295-3142 INTERWESTGRP.COM INTERWEST A SAFEbuilt COMPANY Bill to: City of La Quinta Attn Danny Castro Design and Development Director 78-495 Calle Tampico La Quinta, CA 92253 Remit to: Interwest Consulting Group P.O. Box 301069 Los Angeles, CA 90030-1069 Invoice #993354 November 8, 2024 Direct questions to Erica Cuevas ecuevas@interwestgrp.com Professional services for the period November 7, 2024 through November 7, 2024 Structural - SA2024-0032 - LAQ24-0131 - 79670 Highway 111 Employee Jim Northcu Title Invoice Total (Please pay this amount) $172.50 Hours Rate Total tt ICC Certified Plans Examiner 1.50 $115.00 $172.50 $172.50 Labor 1.50 Jim Northcutt LAg24-0131 Structural - SA2024-0032 - 79670 Highway 111- LAQ24-0131 Day Description Hours 11/7/2024 LAQ24-0131 1.50 Total 1.50 1of1 STATE OF CALIFORNIA Sign Lighting SA2024-0032 r`AI IFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE This document is used to demonstrate compliance with requirements in 110.9, 110.12, 130.W 160.5, 130.31160.5 scopes using the prescriptive path. Exit signs and traffic signs are not required to comply with prescriptive requires this compliance document. Project Name: Dunkin - 79670 Hwy 111 La Quinta, CA 92253 Report Page: Project Address: Date Prepared: A. GENERAL INFORMATION 01 Project Location (city) La Quinta 02 Climate Zone 15 03 Occupancy Types within Project El Healthcare Facility ❑ I Multifamily/ MF Mixed -use >= 4 stories (includes dormiti CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COM PLIANCE NRCC-LTS-E 2(b)4Bvi for sign lighting d do not need to complete (Page 1 of 4) BY: A. — O ' DA-m 11/09'12024 2024-09-17T14:01:44-04:00 WALL MOUNTED ILLUMINATED SIGNS, DIRECTIONAL ILLUMINATED SIGNS, VEHICLE CLEARANCE GATEWAY, AND MENU WITH SHADE CANOPY FOR B. PROJECT SCOPE UUIVr\IIV (CIVVIIVCCICCLJf THIS PERMIT DOES NOT This table includes illuminated signs that are within the scope of the permit application and are demonstrating car, INCLUDE NEWLY 141.0(b)2W 180.2(b)4Bvi for alterations. Exit signs and traffic signs are not required to comply with prescriptive rf PROPOSED OR complete this compliance document. 01 02 03 ALTERATION TO EXISTING Name or Item Tag Complete Sign Description Sign Status' MONUMENT SIGNAGE.2022 CALIFORNIA Signs A/B/C1/C2/D1/D2/ Wall signs, ground signs, order screen F1 New I BUILDING CODES. led in 140.81170.2(e) or .2(e) and do not need to 05 ompliance Method :ernate Light Sources 'FOOTNOTE: Sign alterations that increase the connected lighting load, replace and rewire more that 50% of the ballasts, or relocate the sign to a different location must comply with 140.8/ 170.2(e). See 141.0(b)2W 180.2(b)4Bvi for more details. 2The ENERGY VERIFIED Label compliance method is only applicable if the sign has a permanent, factory -installed, ENERGY VERIFIED label certified by UL or comparable, confirming the sign complies with 140.8/ 170.2(e). Note that using an ENERGY VERIFIED label is an optional compliance path, not a mandatory requirement. See the tooltips for this table for more details. Generated Date/Time: Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Compliance ID: 226691-0924-0002 Schema Version: rev 20220101 Report Generated: 2024-09-17 11:01:46 STATE OF CALIFORNIA Sign Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTS-E Project Name: Dunkin - 79670 Hwy 111 La Quinta, CA 92253 Report Page: (Page 2 of 4) Date Prepared: 2024-09-17T14:01:44-04:00 C. COMPLIANCE RESULTS Results in this table are automatically calculated from data input and calculations in Tables 8 through H. Note: If any cell on this table says "COMPLIES with Exceptional Conditions" refer to Table D. Exceptional Conditions for guidance or see applicable Table referenced below. 01 02 03 04 OR 05 OR 06 07 Name or Item Complete Sign Description Total Allowed (Watts) Total Designed Compliant Light ENERGY VERIFIED Tag (See Table B) (See Table F) (Watts) Sources Label Compliance Results (See Table B) (See Table F) (See Table G) (See Table H) Signs A/B/C1/C2/D1/ Wall signs, ground signs, order > OR YES OR COMPLIES D2/F1 screen Controls Compliance (See Table F/G/H for Details) COMPLIES D. EXCEPTIONAL CONDITIONS This table is auto filled with uneditable comments because of selections made or data entered in tables throughout the form. E. ADDITIONAL REMARKS This table includes remarks made by the permit applicant to the Authority Having Jurisdiction. F. MAXIMUM ALLOWED LIGHTING POWER AND CONTROLS This section does not apply to this project. Generated Date/Time: Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Compliance ID: 226691-0924-0002 Schema Version: rev 20220101 Report Generated: 2024-09-17 11:01:46 STATE OF CALIFORNIA Sign Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTS-E Project Name: Dunkin - 79670 Hwy 111 La Quinta, CA 92253 Report Page: (Page 3 of 4) Date Prepared: 2024-09-17T14:01:44-04:00 G. LIGHT SOURCES AND CONTROLS This table includes illuminated signs using the Alternate Lighting Sources compliance method per 140.8(b)/ 170.2(e) as indicated on Table 8 of this compliance document. It also demonstrates compliance with mandatory controls requirements from 130.3 / 160.5(d) by indicating control types for each sign. 01 02 03 04 05 Mandatory Controls Field Inspector Name or Item Tag Complete Sign Description Compliant Light Sources1,2 Demand Shut -Off Dimming Response3 Pass Fail Signs Automatic Time A/B/C1/C2/D1/D2 Wall signs, ground signs, order LED + pwr supply 80%+ eff. Switch + NA: Outdoor El El /F1 screen Photocontrol 24x7x365 use (outdoor) * NOTES: Controls with a * require a note in the space below explaining how compliance is achieved. EX: Sign within tunnel illuminated day and night; EXCEPTION to 130.3(a)2A. 'FOOTNOTE: Dropdown choices have been abbreviated, please refer to 140.8(b) / 170.2(e) to confirm compliance with the specific light source technologies listed. z Authority having jurisdiction may ask for cutsheets to confirm compliance of light source. 3 Demand response controls are only required for an Electronic Message Center having anew connected lighting power load greater than 15 kW per 110.12(d). I. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Selections have been made based on information provided in this document. If any selection have been changed by permit applicant, an explanation should be included in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and can be found online Form/Title NRCI-LTS-E - Must be submitted for all buildings J. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE There are no forms required for this project. Generated Date/Time: Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Compliance ID: 226691-0924-0002 Schema Version: rev 20220101 Report Generated: 2024-09-17 11:01:46 STATE OF CALIFORNIA Sign Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTS-E Project Name: Dunkin - 79670 Hwy 111 La Quinta, CA 92253 Report Page: (Page 4 of 4) Project Address: Date Prepared: 2024-09-17T14:01:44-04:00 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: John Crispis / fGl�i Company: Signature Date: 9/1 7/24 Address: CEA/ HERS Certification Identification (if applicable): City/State/Zip: Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Responsible Designer Signature: John Crispis Company: Date Signed: Address: License: City/State/Zip: Phone: Generated Date/Time: Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Compliance ID: 226691-0924-0002 Schema Version: rev 20220101 Report Generated: 2024-09-17 11:01:46 3,-8„ Sign Design Based On 2022 CBC 18" _ DIA. ELEVATION N.T.S. M -L g,� Q f1 NOTICE: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL AFFIX TO THEIR ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. wWW.yjinuom SHEET TITLE: P.O. BOX 802050 SANTA CLARITA, CA. 91380 TEL.(661)259-0700 FAX.(661)259-0900 3'-4" (1) SIDE, NOTES: (1-PKIFRAI WELDING DETAIL .. 11.. TUBE SIDE, TYP. SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. PROVIDE ISOLATION OF DISSIMILAR MATERIALS. COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF STEEL/ALUM. TUBES, MATCH THICKNESS LIKE FOR LIKE. SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS ALL EXPOSED STEEL TO BE PRIMED & PAINTED (POWDER COAT AS AN OPTION) OR ALTERNATIVELY USE GALVANIZED STEEL. ALL SIGN DIMENSIONS ON ELEVATION AND SECTIONS CAN BE ADJUSTED BY ± 1.0IN EXCLUDING PLATES. WELDING: WELD SIZES SHALL BE EQUAL TO THE THICKNESS OF THE THINNEST MEMBER AT THE JOINT, UNLESS NOTED OTHERVVISE. STEEL DESIGN AND FABRICATION ACCORDING TO AWS D1.1. / D1.3 & D1.6 AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. ALUMINUM DESIGN AND FABRICATION ACCORDING TO AWS D1.2. ALL WELDING IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5.10. FILLER ALLOYS PER TABLES M.9.1 & M.9.2 OF 2020 ALUMINUM DESIGN MANUAL. DUNh.,FNNI #353' 15 DOU iblij F�ACJE2 FPLA rr DIrR;EGMT11IrONAL SA2024-0032 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COM PLIANCE BY: A. 6,ji DATE: 111OS'1,9024 WALL MOUNTED ILLUMINATED SIGNS, DIRECTIONAL ILLUMINATED SIGNS, VEHICLE CLEARANCE GATEWAY, AND MENU WITH SHADE CANOPY FOR "DUNKIN" [ENGINEERED] THIS PERMIT DOES NOT INCLUDE NEWLY PROPOSED OR ALTERATION TO EXISTING MONUMENT SIGNAGE. 2022 CALIFORNIA BUILDING CODES. Job # 1029_205824 Project Dunkin #365315 - Double Face Flag Dlrecliona Job Location 79670 Hwy. 111 La Quints, CA INPUT DATA Exposure category(B,C or D) - C Risk Category - it Unite ate Design Wndspeed v- = 110 MPH Topographic factor K„ = 1 Flat Height of the sign h = 400 FT Average Vertical dim ension (tor wall. s = h) s = ' 1.95 FT Horizontal dim elision B = 3.67 FT Dimension ofretum comer L, = 033 FT ANALYSIS Velocity orassure qr= 0.00256 It, Ke Ka V2K, - 22.38 PSF where. q; = veiocitypressure at height h ( Eq 26, 10-1 page 268) Kr= veiccdy pressure exposure coetBUent = 025 evaluated at height above gRnd. le%vl,h (Tab.26.10-1. page268) K,=wind directionality factor (Tab 266-1, page2661 0.85 K,=ground elevation factor, see (Tab 269-1, page 268) = 1.00 Wind Force Case A resultant force through geometric center Max horuonlal wind pros sure= p=q,GC,= - ]] PSF whereG=guslenectfactor,(Sec. 26,11-1,page269). 0.85 C, = net force coefficient, (Fig. 29 3-1, page 323) 1.71 A,=Bs=the gross area = 746 FT' Estimated sign cabinet weight = 44 L85- DESIGN SUMMARY Allowable Strom Design Wind Factor = a'W Design Wind Prossuro = 0.8 x p 19.54 PSF Design Windlorce, F t 19.54 x Ae= 0.14 KIPS M omont Arm = 2.91 FT Design Moment = F x Moment Arm = 0,41 KIP -FT Footing Design (Nonconstrained Dram etc, - 1.50 FT Soil Pressure = 150.00 PSF/FT S, _ 228.00 PSF A = 0.96 FT EMBED. = 229 FT 19" DIA. DEPTH e Z - 4" Pole Design ALUM. SQ. TUBE Sec. Mod. Req'd. USE 6061-T6 W F„ = 15.00 KIN S = 062 RT &0" x 4.0" x 0.125" S = 2.43 IW Torsion = 251 KIP -IN I = 0-125 IN Torsion constant. C: b -t = 3,875 d = 4.0 IN C = 2(b4Hd4y - 4.5(4.3.1416YA3 d - t = 3.675 b = 4.0 IN F, = 9.00 KSI Cm 3.746 Tn = F, C = 33.72 a = 15,016 Tn / n = 2043. KSI Torsional stress = 0.67 KSI tinily = (0.62 / 2.43 y12 + (1 / 20.4 y2 = 0.07 < 1 (OK) STEEL: DESIGN AND FABRICATION ACCORDING TO 2022 CBC PLATE, ANGLE, CHANNEL TEE: ASTM A36 VVIDE FLANGE: ASTM A992 ROUND PIPE: ASTM A53 GRADE B OR EQUIVALENT. HSS ROUND, SQUARE, AND RECTANGULAR TUBE: ASTM A500 GRADE B OR EQUIVALENT. STAINLESS STEEL ROUND, SQUARE, AND RECTANGULAR TUBE: ASTM A276 T304 OR EQUIVALENT. ALL ANCHORS BOLTS SHOULD BE: ASTM F1554 OR ASTM F593 T304 ALL STEEL MACHINED BOLTS SHOULD BE: ASTM A307 OR ASTM A449 ALL STAINLESS STEEL MACHINED BOLTS SHOULD BE: ASTM F593 T304 ALL BOLTS TO BE ZINC COATED: ASTM B633 DEFORMED REINFORCING REBAR: ASTM A615 GRADE 60. ALUMINUM DESIGN AND FABRICATION ACCORDING TO 2020 ALUM. DESIGN MANUAL PLATES, ANGLES, CHANNELS, TEE, AND SQUARE TUBING: ALUMINUM ALLOY 6061 - T6 VVITH 0.098 LBS PER CUBIC INCH. nnlrunac BRAND NAME APPROVED ANCHORS SPECIFIED ON PLANS MAY BE SUBSTITUTED BY APPROVED EQUAL. DRN BY: J.J. I DATE LAST REVISED: Sep 09, 2024 REV. NO. REV. DATE REVISED BY PROJECT JOB #: 1029 205824 Dunkil CHK BY: T.J. PROJ. START DATE: Sep 05, 2024 1 -/-/-- - PROJECT LOCATION: DUNKIN #365315 REV BY: T.J. SCALE: AS SHOWN 2 _/_/__ - 79670 HWY.111 LA QUINTA, CA PLOTTED BY: Jessica ON 9/9/2024 9:11:45 AM 3 -/-/-- - CONCRETE: DESIGN AND CONSTRUCTION ACCORDING TO ACI 31 B-19 COMPRESSIVE STRENGTH AT 28 DAYS, f'c= 2500 PSI MINIMUM. CEMENT TYPE II OR IV. WIC RATIO 0.45 BY WEIGHT FOR PIER AND CAISSON FOOTINGS CONCRETE MUST BE POURED AGAINST UNDISTURBED EARTH. MAINTAIN A MINIMUM 3" CONCRETE COVER OVER ALL EMBEDDED STEEL. SOIL: LATERAL SOIL BEARING PER IBC CLASS 4 TABLE 1806.2 (150 PSF/FT). MODIFIED PER SECTION 1806.3.4. IF SHEET # 1 OF 1 12'-0" HSS 2" X 2" X 1/4" Ir 4-7 ST'L. SQ. HSS --- rfil Dl f� ------------------ I II I I I I I II I �J I I I II I I I II I I I II I I I I OPTIONAL MEDALLION I I I I I I I I �24" DIA. HSS 3 1/2" X 3 1/2" X 1/4" ST'L. SQ. HSS ELEVATION N.T.S. (2) #4 TIES TOP 5" #4 TIES @ 6" O.C. REMAINDER (6) #6 VERTS, 3" CLEARANCE SA2024-0032 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COM PLIANCE BY: A. ,� DATE: IIIOS/2024 CONSOLIDATED CONIC. f'c=2500 PSI 10 1/2" -I 1 1/4" y 8" - f 1 1/4" � I i 2" 2'-4" 4" 11 1/2" DIA., X 24" MIN. EMBED. 1 1/4" GALV. ST'L. ANCHOR BOLT, - -� TYP. TYP. 10 1/2" 8" HSS 3 1/2" X 3 1/2" X 1/4" L -1 ST'L. SQ. HSS PL 10 1/2" X 10 1/2" X 1" _O O ST'L. BASE PLATE 1 1/4" NOTICE: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, -f SIGN FACE UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL AFFIX TO THEIR ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. WWW.yjinuom SHEET TITLE: P.O. BOX 802050 SANTA CLARITA, CA. 91380 TEL.(661)259-0700 FAX.(661)259-0900 J _ „ BASE PLATEN.T.S. DUNh.,FNj #35315 CJ MR 1R. N CJEJ 10 R HSS 3 1/2" X 3 1/2" X 1/4" ST'L. SQ. HSS 3/16 TYP. i_________ _____l 3" DIA. x 3/8" THK. ST'L. PLATE 2" DIA. STD. ST'L. PIPE SLEEVE nSECTION DETAIL �VJ (3 PLACES) N.T.S. NOTES: r CKICOAI Sign Design Based On 2022 CBC AMLVM Velocity Ms.- 4.0.00255 Kx K= Kx V'K, Job # 1029 205824 where. Protect Dunkin#365315-Clearance Bar qr=velocitypressum atheight h.(Eq. 26.10-1 page M) Kx= velocitypressure exposure coefficient Job Location 79670 Hwy 111 La Qumta, CA evaluated at height abo,.e gRnd level.h (rab 26.10-1. page268) Ka=mid direcaonalltyfactor. (Tab. 26.6-1, page 266) K, = ground elevation factor, see (Tab_ 26 9.1. page 268) INPUT DATA Exposure category (B, C or 0) Risk Category Ultimate Design W[ndspeed Topographic factor Height of the sign Average Vertical dimension (for wall, s = h) Horizontal dimension Dimension of return corner / 4„ I I 2" I I 4 1/2" I I I I I I I I I I I I I I I I I I I I I I I I I I \ C / I I TYP. � I � C Wind Force Case A: resultant face through osanetric center Maxhorimnial wind pressure p•q„G4 II where- G=gusteffectfactor [Sec. 2611-1. page 269) 110 MPH C,=netforcecoefficient IFIg 293-1,page3231 1 Flat A=Bs=thegrossarea 12.50 FT Estimated sign cabinet weight 1,14 FT 11,50 FT DESIGN SUMMARY Allowable Stress Design Wind Facloi = 029 FT Do sign Wind Pressure Design Wlndforce. F Moment Arm = Design Moment = Footing Design (Nonconstrained) Diameter= 2 00 FT Boll Pressure = 150 00 PSFIF T S1 a 360 00 PSF A = 0.90 FT EMBED. = 3 W FT L 2" X 2" X 1/4" ST'L. ANGLE CLIPS FULLY WELDED TO VERT. 3.5" SQ. TUBE TYP. 3/8" DIA., GALV. ST'L. THRU-BOLT TYP. HSS 2" X 2" X 1/4" ST'L. SQ. HSS 3" DIA. X 3/8" THK. ST'L. PLATES TO FIT SNUGLY INSIDE UPPER 3.5" SQ. TUBE TYP. PL 6" X 6" X 3/8" ST'L. MATCH PLATE WELDED TO 2" DIA. ST'D. ST'L. PIPE AND UPPER 3.5" SQ. TUBE 2" DIA. STD. ST'L. PIPE SLEEVE HSS 3 1/2" X 3 1/2" X 1/4" ST'L. SQ. HSS B CONNECTION DETAIL N.T.S. SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. PROVIDE ISOLATION OF DISSIMILAR MATERIALS. COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF STEEL /ALUM. TUBES, MATCH THICKNESS LIKE FOR LIKE. SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS ALL EXPOSED STEEL TO BE PRIMED & PAINTED (POWDER COAT AS AN OPTION) OR ALTERNATIVELY USE GALVANIZED STEEL. ALL SIGN DIMENSIONS ON ELEVATION AND SECTIONS CAN BE ADJUSTED BY ± 1.0 IN EXCLUDING PLATES. WELDING: WELD SIZES SHALL BE EQUAL TO THE THICKNESS OF THE THINNEST MEMBER AT THE JOINT, UNLESS NOTED OTHERW SE. STEEL DESIGN AND FABRICATION ACCORDING TO AWS D1.1. / D1.3 & D1.6 AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. ALUMINUM DESIGN AND FABRICATION ACCORDING TO AWS D1.2. ALL WELDING IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5.10. FILLER ALLOYS PER TABLES M.9.1 & M.9.2 OF 2020 ALUMINUM DESIGN MANUAL. 22.38 PSF 0.85 e 0.85 T PSFFT' LBS. 0.60 0.6 x p • 21.12 PSF 21.12 x As 026 KIPS 9.89 FT F x Moment Alm 2.75 KIP4R 2P DIA DEPTH - 7 -a' Pole Design ST'L. SO HSS Sac.Mod Req'd USE A500 GR B Fy= 46DD0 PSI S = 1.31 HSS 3 Ila' x 3 112" x 114" S = 288 IN° Torsion Shear Torsion = 906 LB -FT t = 023 INr - = 2156 b= 350 IN Shaer Stress A = 2-91 IN' V = 214.7 Torel V Str"s- 24DO allow N = 184DO Unity = ( 1.31 / 2.88 1 • ( 2400 f 18400 1= 0.58 - 1 (OK) Base Plate STL PLATE Thickness Redd- USE A36 t = 0.45 PL 10 112" x 10 112" x 1" t = 1.00 10K) Anchor Deslan GALV- STL ANCHOR BOLT Tension Req'd USE F 1554 GR. 36 T = 2060 1W Mr x 24" INN. 90= T = 4260 Shear Req'd V = 89 V = 2270 Unity = (2060 1 4260 1 (89 1 2270 i = 0.52 c 1 (OK) Beam Design STL SO HSS Sec. Mod- Redd. USE A5D0 GR B S = 0.4 • HSS Y' x 2" x 11d" S = 075 (OKI Bolt Design Min. no. ofconnecborl anchors = 2 NO GALV. STL THRU-BOLT Shear Redd- USE A307 V = 179 3B" M, V = 1320 STEEL: DESIGN AND FABRICATION ACCORDING TO 2022 CBC PLATE, ANGLE, CHANNEL TEE: ASTM A36 W DE FLANGE: ASTM A992 ROUND PIPE: ASTM A53 GRADE B OR EQUIVALENT. HSS ROUND, SQUARE, AND RECTANGULAR TUBE: ASTM A500 GRADE B OR EQUIVALENT. STAINLESS STEEL ROUND, SQUARE, AND RECTANGULAR TUBE: ASTM A276 T304 OR EQUIVALENT. ALL ANCHORS BOLTS SHOULD BE: ASTM F1554 OR ASTM F593 T304 ALL STEEL MACHINED BOLTS SHOULD BE: ASTM A307 OR ASTM A449 ALL STAINLESS STEEL MACHINED BOLTS SHOULD BE: ASTM F593 T304 ALL BOLTS TO BE ZINC COATED: ASTM B633 DEFORMED REINFORCING REBAR: ASTM A615 GRADE 60. ALUMINUM: DESIGN AND FABRICATION ACCORDING TO 2020 ALUM. DESIGN MANUAL PLATES, ANGLES, CHANNELS, TEE, AND SQUARE TUBING: ALUMINUM ALLOY 6061 - T6 WTH 0.098 LBS PER CUBIC INCH. ANCHORS: BRAND NAME APPROVED ANCHORS SPECIFIED ON PLANS MAY BE SUBSTITUTED BY APPROVED EQUAL. DRN BY: J.J. I DATE LAST REVISED: Sep 09, 2024 REV. NO. I REV. DATE REVISED BY PROJECT JOB #: 1029 205824 Dunkil CHK BY: T.J. PROJ. START DATE: Sep 05, 2024 1 -/-/-- - PROJECT LOCATION: DUNKIN #365315 REV BY: T.J. SCALE: AS SHOWN 2 _/_/__ - 79670 HWY.111 LA QUINTA, CA PLOTTED BY: Jessica ON 9/9/2024 9:11:46 AM 3 -/-/-- - CONCRETE: DESIGN AND CONSTRUCTION ACCORDING TO ACI 31 B-19 COMPRESSIVE STRENGTH AT 28 DAYS, f'c= 2500 PSI MINIMUM. CEMENT TYPE II OR IV. WIC RATIO 0.45 BY WEIGHT FOR PIER AND CAISSON FOOTINGS CONCRETE MUST BE POURED AGAINST UNDISTURBED EARTH. MAINTAIN A MINIMUM 3" CONCRETE COVER OVER ALL EMBEDDED STEEL. SOIL: LATERAL SOIL BEARING PER IBC CLASS 4 TABLE 1806.2 (150 PSF/FT). MODIFIED PER SECTION 1806.3.4. iF SHEET # 1 OF 1 Sign Design Based On 2022 CBC V-7„ _ CANOPY PER MANUFACTURE SPECS - - 101. 10'-1 1/81, 6-0 5/16" A T-0 1 /8" - ---------------_ --- --------- --- - -------------�� CANOPY PER MANUFACTURE SPECS 10'-1 1 /8" /X �i (2) #4 TIES TOP 5" #4 TIES @ 6" O.C. REMAINDER 3'-10" (9) #6 VERTS, 3" CLEARANCE CONSOLIDATED CONC. f'c=2500 PSI 30" DIA. ELEVATION N.T.S. NOTICE: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL AFFIX TO THEIR ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. www.yjinuom SHEET TITLE: P.O. BOX 802050 SANTA CLARITA, CA. 91380 TEL.(661)259-0700 FAX.(661)259-0900 9'-1 3/8" SA2024-0032 18 3/4" - 3 3/8"1 12" 3 3/81, 1_ 3 3/8" 3/4" DIA., X 24"MIN. EMBED O GALV. ST'L. ANCHOR BOLT, TYP 18 3/4" 12" SIGN CABINET PL 18 3/4" X 18 3/4" X 1" ST'L. BASE PLATE 3 3/8" n�/--��BASE PLATE t=1.. N.T.S. (2) #4 TIES TOP 5" #4 TIES @ 6" O.C. REMAINDER (9) #6 VERTS, 3" CLEARANCE CONSOLIDATED CONC. f'c=2500 PSI I I 30" DIA. �j SIDE ELEVATION N.T.S. CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COM PL IANCE BY: A O DATE 11168'12024 NOTES: /`-CGICOAI SIGN DESIGN IS BASED ON ADEQUATE EXISTING SUPPORT ELEMENTS. PROVIDE ISOLATION OF DISSIMILAR MATERIALS. COAT ALUMINUM IN CONTACT WITH CONCRETE WITH ZINC RICH PAINT. PROVIDE FULLY WELDED END CAPS AT EXPOSED OPEN ENDS OF STEEL /ALUM. TUBES, MATCH THICKNESS LIKE FOR LIKE. SLOPE TOP OF EXPOSED FOOTING AWAY FROM DIRECT BURIAL POSTS ALL EXPOSED STEEL TO BE PRIMED & PAINTED (POWDER COAT AS AN OPTION) OR ALTERNATIVELY USE GALVANIZED STEEL. ALL SIGN DIMENSIONS ON ELEVATION AND SECTIONS CAN BE ADJUSTED BY ± 1.0 IN EXCLUDING PLATES. WELDING: WELD SIZES SHALL BE EQUAL TO THE THICKNESS OF THE THINNEST MEMBER AT THE JOINT, UNLESS NOTED OTHERWISE. STEEL DESIGN AND FABRICATION ACCORDING TO AWS D1.1. / D1.3 & D1.6 AWS CERTIFICATION REQUIRED FOR ALL STRUCTURAL WELDERS. ALUMINUM DESIGN AND FABRICATION ACCORDING TO AWS D1.2. ALL WELDING IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS A.5.10. FILLER ALLOYS PER TABLES M.9.1 & M.9.2 OF 2020 ALUMINUM DESIGN MANUAL. DUNh.,FNNI #353 15 DRIrV 3-T-11HrRU CJANOPY Job# 1029_205824 Project Dunkin #365315. Drive-Thru Canopy Job Location 79670 Hwy 111 La Quints, CA INPUT DATA Exposure category (B, C or D) = C Risk Category II Ultimate Design Wlndspeed VuLr = 110 MPH Topographic factor Kr = 1 Flat Height ofthe sign h = 10.09 FT Vertical dimension (for wall, s = h) s = 10.09 FT Average Horizontal dimension B = 3.71 FT Dimension of return comer L, 0.83 FT ANALYSIS VeloclN Dressure q.•0.00256 K,Kn Ka V'K" = 22.38 PSF where: qr=velocitypressure etheight h-( Eq-26.10-1 page. 268) K,= velocity pressure exposure coellictent • 0.85 evaluated at height above gRnd. level, h (Tab. 26.10.1. page 268) K. = wind dlrectionalMy factor, (Tab, 26.6-1, page 266) 0.85 K,- ground elevation factor. see (Tab. 26.9.1, page 268) = 1.00 Wind Force Case A: resultant force through geometric center Max horizontal wind pressure= p•ghGCr• = 30 PSF where: G=gust effect factor. (Sec 26.11-1, page 269)- = 0.85 C, = net force coeflclerlt (Fig 29.3-1. page 323) 1.59 A=Bs=the gross area = 37.46 FT' Estimated sign cabinet weight 228 LBS. DESIGN SUMMARY Allowable Stress Design Wind Factor Design Wind Pressure = 0.6 x p 18.19 PSF Design Wlndtorce. F = 18.19x As= 0.68 KIPS Moment Arm= d.52 FT Design Moment = F x Moment Arm = 3.08 KIP -FT Footing Design (Non con strained) Diameter= 2.50 FT Soil Pressure = 150.00 PSF/FT S1 = 382,00 PSF A = 1.67 FT EMBED, = 3.82 FT 30" DIA. DEPTH • 3' - 10" ■ Base Plate ST'L. PLATE Thickness Req'd, USE A36 t = 0.47 PL 18 3/4" x 18 3/4" x 1" t = 1.00 (OK) Anchor Design GALV. STL ANCHOR BOLT Tension Reqd. USE F 1554 GR- 36 I - 1540 I 3l4" DIA., x 24" MIN. EMBED T = 9610 Shear Req'd v = • V = 5130 Unity = �, 1540 + r 9610 j (227 IF 5130) = U.20 c 1 (OK) STEEL: DESIGN AND FABRICATION ACCORDING TO 2022 CBC PLATE, ANGLE, CHANNEL TEE: ASTM A36 WIDE FLANGE: ASTM A992 ROUND PIPE: ASTM A53 GRADE B OR EQUIVALENT. HSS ROUND, SQUARE, AND RECTANGULAR TUBE: ASTM A500 GRADE B OR EQUIVALENT. STAINLESS STEEL ROUND, SQUARE, AND RECTANGULAR TUBE: ASTM A276 T304 OR EQUIVALENT. ALL ANCHORS BOLTS SHOULD BE: ASTM F1554 OR ASTM F593 T304 ALL STEEL MACHINED BOLTS SHOULD BE: ASTM A307 OR ASTM A449 ALL STAINLESS STEEL MACHINED BOLTS SHOULD BE: ASTM F593 T304 ALL BOLTS TO BE ZINC COATED: ASTM B633 DEFORMED REINFORCING REBAR: ASTM A615 GRADE 60. ALUMINUM: DESIGN AND FABRICATION ACCORDING TO 2020 ALUM. DESIGN MANUAL PLATES, ANGLES, CHANNELS, TEE, AND SQUARE TUBING: ALUMINUM ALLOY 6061 - T6 WITH 0.098 LBS PER CUBIC INCH. ANCHORS: BRAND NAME APPROVED ANCHORS SPECIFIED ON PLANS MAY BE SUBSTITUTED BY APPROVED EQUAL. DRN BY: J.J. I DATE LAST REVISED: Sep 09, 2024 REV. NO. I REV. DATE REVISED BY PROJECT JOB #: 1029 205824 Dunkil CHK BY: T.J. PROJ. START DATE: Sep 05, 2024 1 -/-/-- - PROJECT LOCATION: DUNKIN #365315 REV BY: T.J. SCALE: AS SHOWN 2 _/_/__ - 79670 HWY.111 LA QUINTA, CA PLOTTED BY: Jessica ON 9/9/2024 9:11:46 AM 3 -/-/-- - CONCRETE: DESIGN AND CONSTRUCTION ACCORDING TO ACI 31 B-19 COMPRESSIVE STRENGTH AT 28 DAYS, Vc= 2500 PSI MINIMUM. CEMENT TYPE II OR IV. WIC RATIO 0.45 BY WEIGHT FOR PIER AND CAISSON FOOTINGS CONCRETE MUST BE POURED AGAINST UNDISTURBED EARTH. MAINTAIN A MINIMUM 3" CONCRETE COVER OVER ALL EMBEDDED STEEL. SOIL: LATERAL SOIL BEARING PER IBC CLASS 4 TABLE 1806.2 (150 PSF/FT). MODIFIED PER SECTION 1806.3.4. IF SHEET # 1 OF 1 0 0 PC # 3653151a La Quints, CA PLANNING APPROVAL ADMINISTRATIVE CASE# SA2024-0032 EXHIBIT# INITIAL snespor DATE 10/21 /2024 9:15:16 AM 3 ,S i. 3 La Qi VICINITY MAP SCALE: NTS 1 GOW .p AVCPJ[SC 5 ..: A.. SA2024-0032 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR COD E COM PUAN CE BY: A /1,,,, DATE 11/08/2024 WALL MOUNTED ILLUMINATED SIGNS, DIRECTIONAL ILLUMINATED SIGNS, VEHICLE CLEARANCE GATEWAY, AND MENU WITH SHADE CANOPY FOR "DUNKIN" [ENGINEERED] THIS PERMIT DOES NOT INCLUDE NEWLY PROPOSED OR ALTERATION TO EXISTING MONUMENT SIGNAGE. 2022 CALIFORNIA BUILDING CODES. Project: PUNKIN. PC #365315 Address: 79670 Hwy 111 La Quints, CA Account Manager: non 5X'or& ,e Scale: T.A.: AS NOTED 3.50 Design No.: 24-01-9635-05 Reg. No.: 233797 Revision History: R01124124 KF New Drawing R1 1/30124 KF Revise entrance sign & direct bury directionals R2 7/30/24 KF Revise to AIO R3 9/4/24 KF Add details, prep for permit, and order eng Reviewed for Code Compliance R4 9110124 KF Add job check & 11 /07/2024 update elevations R51011124 KF Revise per city, Interwest Consulting Group update elevations Structural Review Only aELECTRIC SIGN This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. Acct. Mgr: Date Design: Date Mfg/QC: Date This is an original unpublished drawing created by Superior Electrical Advertising, Inc. It is submitted for your approval. It is not to be shown to anyone outside of your organization, nor is it to be reproduced, copied or exhibited in any fashion. The changing of colors, sizes, materials or illumination method does not alter the design. Ownership of this design is held by Superior Electrical Advertising, Inc. Authorization to use this design in any fashion must be obtained in writing from Superior Electrical Advertising, Inc. © SEA 2024 Note: The colors depicted here are a graphic representation. Actual colors may vary. See color specifications. SITE PLAN SCALE:3/64" = 1-0" ID DESCRIPTION QTY SQ FT 0 DUNKIN' D/T WALL SIGN 1 34.44 O DUNKIN' D/T WALL SIGN 1 28.71 0 DUNKIN' WALL SIGN 1 21.54 GROUND ID DESCRIPTION QTY SO FT Oi DIRECTIONAL SIGNS 2 © CLEARANCE BAR 1 O AIO CANOPY ORDER UNIT 1 SA2024-0032 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR COD/ E COM PL IAN CE BY:A. 6,ti „ DATE 11/08/2024 Project: DUNKIN' PC #365315 Address: 79670 Hwy 111 La Quinta, CA Acco�uy�nt Manager: . Scale: T.A.: AS NOTED 3.50 Design No.: 24-01-9635-05 Reg. No.: 233797 Revision History: R01/24/24 KF New Drawing R1 1/30/24 KF Revise entrance sign & direct bury directionals R2 7/30/24 KF Revise to AIO R3 9/4/24 KF Add details, prep for permit, and order eng R4 9110124 KF Add job check & update elevations R51011124 KF Revise per city, update elevations aELECTRIC SIGN This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. Acct. Mgr: Date: Design: Date: Mfg/QC: Date: This is an original unpublished drawing created by Superior Electrical Advertising, Inc. It is submitted for your approval. It is not to be shown to anyone outside of your organization, nor is it to be reproduced, copied or exhibited in any fashion. The changing of colors, sizes, materials or illumination method does not alter the design. Ownership of this design is held by Superior Electrical Advertising, Inc. Authorization to use this design in any fashion must be obtained in writing from Superior Electrical Advertising, Inc. © SEA 2024 Note: The colors depicted here are a graphic representation. Actual colors may vary. See color specifications. ±40'-0" ADJACENT TENANT 10'-91/4" �q I I C' C NORTH ELEVATION SCALE: 1/8" = 1'-0" 17'-3" Fascia iQ - 4 15'-0" 10'-9'/4" 3'-7" U rn �o EAST ELEVATION SCALE: 1/8" = 1'-0" DUNKIN0 RIVE . THRU ±80'-0" Project: DUNKIN. PC #365315 Address: 79670 Hwy 111 La Quinta, CA Account Manager: Scale: T.A.: AS NOTED 3.50 Design No.: 24-01-9635-05 Reg. No.: 233797 Revision History: R01124124 KF New Drawing R1 1/30124 KF Revise entrance sign & direct bury directionals R2 7/30/24 KF Revise to AIO R3 9/4/24 KF Add details, prep for permit, and order eng R4 9110124 KF Add job check & update elevations ■ R51011124 KF Revise per city, update elevations SA2024-0032 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COM PLIANCE BY: A. & .� DATE: %J10S'90_P4 U�: ELECTRIC SIGN This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes propergrounding and bonding of the sign. 1111M Mr -mane ••. . Acct. Mgr: Date: Design: Date: Mfg/Qc: Date: This is an original unpublished drawing created by Superior Electrical Advertising, Inc. It is submitted for your approval. It is not to be shown to anyone outside of your organization, nor is it to be reproduced, copied or exhibited in any fashion. The changing of colors, sizes, materials or illumination method does nolalter the design. Ownership of this design is held by Superior Electrical Advertising, Inc. Authorization to use this design in any fashion must be obtained in writing from Superior Electrical Advertising, Inc. © SEA 2024 Note: The colors depicted here are a graphic representation. Actual colors may vary. See colorspecifications. -PAINT (E) MOLDING PTE-02 -PAINT (E) STUCCO PTE-04 PAINT (E) TRIM — PTE-01 1 SOUTH ELEVATION SCALE: 1/8" = 1'-0" WEST ELEVATION SCALE: 1/8" = 1'-0" ADJACENT TENANT TENANT BE POSTED ON EXTERIOR DOORS TRIM ±40'-0" 17'-3'/2" Fascia 10'-9t/4" 207 112" I NEW SIGNAGE SIGN VENDOR O UNDER SEPARATE PERMIT &COVER -PAINT (E) MOLDING PAINT (E) STUCCO PTE-02 PTE-04 -PAINT (E) STUCCO PTE-04 -PAINT (E) STUCCO PROVIDE NEW CANOPY AS PTE-01 SCHEDULED CENTERED OVER NEW DRIVE THUR WINDOW �� KIN' 79-670 —_—------- ---i 1 I � DEMOLISH & REMOVE EXISTING EIFS/STUCCO FINISHES AT TOWER & PROVIDE NEW FINISHES ' AS SCHEDULED A I l PAINT (E) EIFS/STUCCO PTE-02 I I -BUILDING ADDRESS MINIMUM 12' HIGH, CONTRASTING COLOR WITH BACKGROUND. —PAINT (E) MOLDING PTE-02 PAINT (E) STUCCO -PAINT (E) DECK PTE-13 ■ SA2024-0032 TY OF LA QUINTA BUILDING DIVISION REVIEWED FOR UL: ELECTRIC SIGN CODE COM PLJANCE s®is intended to be installed in rdance with the requirements of Article of the National Electrical Code and/or .�94 DATE: 1%10S'12024 r applicable local codes. This includes """ergrounding and bonding of the sign. Acct. Mgr: Date: Design: Date: Mfg/QC: Date: This is an original unpublished drawing created by Superior Electrical Advertising, Inc. It is submitted for your approval. It is not to be shown to anyone outside of your organization, nor is it to be reproduced, copied or exhibited in any fashion. The changing of colors, sizes, materials or illumination method does nolalter the design. Ownership of this design is held by Superior Electrical Advertising, Inc. Authorization to use this design in any fashion must be obtained in writing from Superior Electrical Advertising, Inc. © SEA 2024 Note: The colors depicted here are a graphic representation. Actual colors may vary. See colorspecifications. Project: DUNKIN. PC #365315 Address: 79670 Hwy 111 La Quinta, CA AccP.ount PPAoyuy�nt Manager: Scale: T.A.: AS NOTED 3.50 Design No.: 24-01-9635-05 Reg. No.: 233797 Revision History: R01124124 KF New Drawing R1 1/30124 KF Revise entrance sign & direct bury directionals R2 7/30/24 KF Revise to AIO R3 9/4/24 KF Add details, prep for permit, and order eng R4 9110124 KF Add job check & update elevations R51011124 KF Revise per city, update elevations 1 U-9'/4' �,__DRiv THRU. 10'-1 " 120 Watt ------- Power Supply — — — — — — —— I � I �f r — — — — —— J 77motlules —— — —— — —, I I r------E70modules }-------I I � I PHOTOCONTROL DISCONNECT SWITCH ® ® ® ® ® ® ® ® I 1 21.54 SQ. FT I I % % % I % ®% , 1 ELECTRICAL TBD ® % I 12.9SQ. FT. D'* ®® ® R --——————————— — — — — —- 80modules -————————————— — — — — —� I I _ 60 Watt -- — — — — —— ------ Power Supply OSIGN ELEVATION / FACE LIT CHANNEL LETTERS ON BACKER 34.44 SQ. FT SIDE VIEW QUANTITY: ONE (1) UNIT REQUIRED SCALE: 1/2" = 1'-O" SCALE: 1/2" = 1'-0" SPECIFICATIONS: LETTERS: INTERNALLY ILLUMINATED CHANNEL LETTERS FACES: 3/16" WHITE ACRYLIC WITH FIRST SURFACE 3M DO ORANGE, & 3M DO PINK TRIMCAP: 1" & 3/4" DARK BRONZE 313 JEWELITE TRIMCAPS RETURNS: 3" DEEP ALUMINUM TO MATCH PMS 7540 C (ALUMET CHARCOAL GREY) ILLUMINATION: WHITE L.E.D.'S WITH REMOTE POWER SUPPLIES REGISTRATION: 3M DID ORANGE ® APPLIED TO WHITE ACRYLIC DISC BACKER PINK ELEMENTS: PAINT INSIDE WHITE TO HELP WITH ILLUMINATION NOTES: • OKAY PER JOB CHECK COLOR SCHEDULE WHITE ACRYLIC 3M TRANSLUCENT VINYL #3630-3202 DID ORANGE (PMS 3564C) 3M TRANSLUCENT VINYL #3630-1511 DID PINK (PMS 7635C) ALUMET CHARCOAL GREY RETURNS TO MATCH PMS 7540 C DARK BRONZE 313 JEWELITE TRIMCAPS mmmi LED LAYOUT SCALE: 1/2" = 1'4' (226) AA Blazer V2 LED Modules LS-MZ-3000-CW (Cool White) 750OK@ 0.6 watts each UL#325964 (1) 120 watt Principal PL-120-12-U power supplies @ 2.2 amps each UL#129809 (1) 60 watt Principal PL-60-12-U power supplies @ 1.1 amps each UL#129809 Total electrical load of sign is 3.3 amps at 120 volt (1) 20 AMP DEDICATED SIGN CIRCUIT REQUIRED NOTE: THIS SIGN TO BE CONTROLLED BY A PHOTO CELL SUPPLIED & INSTALLED ON THE SIGN BY S.E.A. PRIMARY ELECTRICAL COMING TO THE SIGN TO BE CONTROLLED BY AN AUTOMATIC TIME -SWITCH OR AN ASTRONOMICAL TIME -SWITCH CONTROL. THESE SWITCHES SHALL BE INSTALLED BY OTHERS BEFORE THE SIGN IS INSTALLED. NOTE TO ALL CONTRACTORS: SIGN VOLTAGE ALL WALL PENETRATIONS TO BE SEALED WITH UL LISTED SILICONE SEALANT. IN ACCORDANCE WITH NEC AND UL GUIDELINES, IT IS REQUIRED THAT PRIMARY CIRCUITS TO EACH SIGN MUST HAVE DEDICATED CIRCUIT WITH PROPER 1 YOV GROUND FROM MAIN PANEL AND MUST BE BONDED. NOTE: ALL SIGNAGE REQUIRED DISCONNECT SWITCH TO COMPLY WITH ARTICLE 600.6(A)(1) OF THE NATIONAL ELECTRICAL CODE. SECONDARY POWER SA2024-0032 CITY OF LA QUINTA WILDING DIVISION REVIEWED FOR CODE COM PLJANCE BY: A. A DATe 1110S/2024 MAIN POWER GROUNDING WIRE �� PRIMARY POWER NEUTRAL WIRE POWER SUPPLY CHANNEL ' CHANNEL CHANNEL DLETTER LETTER LETTER • DISCONNECT SWITCH AT FAR LEFT OR RIGHT OF END LETTER -VERIFY PLACEMENT PRIOR TO FABRICATION 4 LETTER LAYOUT SCALE: NTS TYPICAL WALL FRAMING WOOD OR METAL STUDS (VI.F) STUCCO OVER PLYWOOD FASCIA (V.I.F) .040 ALUMINUM RETURNS TRIMCAP WITH #8 X 1/"SCREWS LIGHT EMITTING DIODES (LEDs) LOW VOLTAGE WIRING FROM LED TO LED ACRYLIC FACE CHANNEL LETTERS PHOTOCONTROL BUTTON ELECTRONIC 1 20-277V EK4036S .040 ALUMINUM BACKS DRILLED HOLE THRU WALL FOR WIRE CONNECTIONS AND FILLED WITH SILICONE TO PREVENT WATER PENETRATION THREADED NIPPLE AND COUPLING 20A 120-277VAC DISCONNECT SWITCH HANDY BOX FLEX (FLEXIBLE CONDUIT) / LIQUID TIGHT CONNECTIONS #10 x 3'/z" DRIVE SCREWS MINIMUM THREE (3) PER LETTER OR AS REQUIRED PER FIELD CONDITIONS ONE (1)'A" WEEP HOLE LOCATED AT ALL AREAS THAT MAY COLLECT WATER "THIS SIGN IS SUITABLE FOR WET LOCATIONS" LABEL SIGN WITH MINIMUM 1/8" COPY TYPICAL SECTION VIEW SCALE: NTS Q rr ■ LOW VOLTAGE 10 CONDUIT Project: PUNKIN' PC #365315 Address: 79670 Hwy 111 La Quinta, CA Account Manager: P,T, 54"r& 'e Scale: T.A.: AS NOTED 3.50 Design No.: 24-01-9635-05 Reg. No.: 233797 Revision History: R01/24/24 KF New Drawing R1 1/30/24 KF Revise entrance sign & direct bury directionals R2 7/30/24 KF Revise to All R3 914124 KF Add details, prep for permit, and order eng R4 9/10/24 KF Add job check & update elevations R51011124 KF Revise per city, update elevations POWER UL SUPPLY ELECTRIC SIGN TRANSFORMER This sign is intended to be installed in BOX accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. J-BOX WITH . • 120-277VAC Acct. Mgr: Date: DISCONNECT SWITCH Design: Date: PRIMARY POWER Mfg/QC: Date: This is an original unpublished drawing created by Superior Electrical Advertising, Inc. It is submitted for your approval. It is not to be shown to anyone outside of your organization, nor is it to be reproduced, copied or exhibited in any fashion. The changing of colors, sizes, materials or illumination method does not alter the design. Ownership of this design is held by Superior Electrical Advertising, Inc. Authorization to use this design in any fashion must be obtained in writing from Superior Electrical Advertising, Inc. © SEA 2024 Note: The colors depicted here are a graphic representation. Actual colors may vary. See color specifications. 15'-0" 10'-9'/4" 8" 3'-7" I I I I I PRIVE I N I I = -- - — — — — — (� L -- +iRU 21.54 SQ. FT 7.17 SQ. FT. OSIGN ELEVATION / FACE LIT CHANNEL LETTERS 28.71 SQ. FT SIDE VIEW QUANTITY: ONE (1) UNIT REQUIRED SCALE: 1/2" = 1'-0" SCALE: 1/2" = V-0" SPECIFICATIONS: LETTERS: INTERNALLY ILLUMINATED CHANNEL LETTERS FACES: 3/16" WHITE ACRYLIC WITH FIRST SURFACE 3M DID ORANGE, & 3M DO PINK TRIMCAP: 1" DARK BRONZE 313 JEWELITE TRIMCAPS RETURNS: 3" DEEP ALUMINUM TO MATCH PMS 7540 C (ALUMET CHARCOAL GREY) ILLUMINATION: WHITE L.E.D.'S WITH REMOTE POWER SUPPLIES REGISTRATION: 3M DID ORANGE ® APPLIED TO WHITE ACRYLIC DISC BACKER PINK ELEMENTS: PAINT INSIDE WHITE TO HELP WITH ILLUMINATION NOTES: I • OK PER JOB CHECK. GC TO PROVIDE ACCESS 120 Watt r------- Power Supply — — — — — — — — I � I � r-- — — — —- 77 modules — — — — — — —I r——— — —— 70 modules - — — — — — — — I I I I I I I r PHOTOCONTROL ® ® ®® ®® ®®Vol DISCONNECT SWITCHI I I® ® @ ELECTRICAL TBD ® ® I I I I ® ® I ®®® LED LAYOUT SCALE: SCALE: 1/2" = 1'-0" (203) AA Blazer V2 LED Modules LS-MZ-3000-CW (Cool White) 7500K@ 0.6 watts each UL#325964 (1) 120 watt Principal PL-120-12-U power supplies @ 2.2 amps each UL#129809 (1) 60 watt Principal PL-60-12-U power supplies @ 1.1 amps each UL#129809 Total electrical load of sign is 3.3 amps at 120 volt (1) 20 AMP DEDICATED SIGN CIRCUIT REQUIRED SA2024-0032 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COM PUANCE Err: A. is_,tiA DATE- 11108/2024 60 Watt Power Supply I t r — — — 56 modules I I ®®� Do II 1 MAI POWER R GROUNDING WIREI lid PRIMARY POWER SECONDARY POWER I 4 NEUTRAL WIRE it POWER SUPPLY i CHANNEL ' CHANNEL` CHANNEL LETTER LETTER LETTER • DISCONNECT SWITCH AT FAR LEFT OR RIGHT OF END LETTER -VERIFY PLACEMENT PRIOR TO FABRICATION 4 LETTER LAYOUT SCALE: NTS NOTE TO ALL CONTRACTORS: SIGN VOLTAGE ALL WALL PENETRATIONS TO BE SEALED WITH UL LISTED SILICONE SEALANT. IN ACCORDANCE WITH NEC AND UL GUIDELINES, IT IS REQUIRED THAT PRIMARY CIRCUITS TO EACH SIGN MUST HAVE DEDICATED CIRCUIT WITH PROPER A GROUND FROM MAIN PANEL AND MUST BE BONDED. NOTE: ALL SIGNAGE REQUIRED DISCONNECT SWITCH TO COMPLY WITH ARTICLE 600.61 OF THE NATIONAL ELECTRICAL CODE. TYPICAL WALL FRAMING WOOD OR METAL STUDS (V.I.F) STUCCO OVER PLYWOOD FASCIA (V.I.F) .040 ALUMINUM RETURNS TRIMCAP WITH #8 X'/"SCREWS LIGHT EMITTING DIODES (LEDs) LOW VOLTAGE WIRING FROM LED TO LED ACRYLIC FACE CHANNEL LETTERS PHOTOCONTROL BUTTON ELECTRONIC 1 20-277V EK4036S .040 ALUMINUM BACKS DRILLED HOLE THRU WALL FOR WIRE CONNECTIONS AND FILLED WITH SILICONE TO PREVENT WATER PENETRATION THREADED NIPPLE AND COUPLING 20A 120-277VAC DISCONNECT SWITCH HANDY BOX FLEX (FLEXIBLE CONDUIT) / LIQUID TIGHT CONNECTIONS #10 x 3'/2" DRIVE SCREWS MINIMUM THREE (3) PER LETTER OR AS REQUIRED PER FIELD CONDITIONS ONE (1)'A" WEEP HOLE LOCATED AT ALL AREAS THAT MAY COLLECT WATER "THIS SIGN IS SUITABLE FOR WET LOCATIONS" LABEL SIGN WITH MINIMUM 1/8" COPY 3 TYPICAL SECTION VIEW SCALE: NTS Project: PUNKIN' PC #365315 Address: ■ Qu Hwy 1 ll La La Quinta, CAA rpm Account Manager: P,^, 54"r& 'e Scale: T.A.: AS NOTED 3.50 Design No.: 24-01-9635-05 Reg. No.: 233797 Revision History: R01/24/24 KF New Drawing R1 1/30/24 KF Revise entrance sign & direct bury directionals R2 7/30/24 KF Revise to AIO R3 9/4/24 KF Add details, prep for permit, and order eng R4 9/10/24 KF Add job check & update elevations R510/1/24 KF Revise per city, update elevations LOW VOLTAGE 10 CONDUIT POWER SUPPLY UL ELECTRIC SIGN TRANSFORMER This sign is intended to be installed in BOX accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes J-BOX WITH proper grounding and bonding ofthe sign. 120-277VAC Acct. Mgr: Date: DISCONNECT SWITCH Design: Date: Mfg/QC: Date: PRIMARY POWER This is an original unpublished drawing created by Superior Electrical Advertising, Inc. It is submitted for your approval. It is not to be shown to anyone outside of your organization, nor is it to be reproduced, copied or exhibited in any fashion. The changing of colors, sizes, materials or illumination method does not alter the design. Ownership of this design is held by Superior Electrical Advertising, Inc. Authorization to use this design in any fashion must be obtained in writing from Superior Electrical Advertising, Inc. © SEA 2024 Note: The colors depicted here are a graphic representation. Actual colors may vary. See color specifications. 120 Watt r------- Power Supply — — — — — — —, I � 10'-9'/a" I I r— — — — — —� 77 modules -------I r— 70 modules -—— — — — — — I I I r -- - - - - - - PHOTOCONTROL 4e o I DISCONNECT SWITCH ® ® ® ® I I I @ @ @ @ ® & % ® it C:? I ELECTRICAL TBD ® ® ® ® I ® ® I I ® % a a a -- �® ® ® ®® ®®®� ®®® I®I ® 0 SIGN ELEVATION / FACE LIT CHANNEL LETTERS 21.54 SQ. FT. O QUANTITY: ONE (1) UNIT REQUIRED SCALE: 1/2" = 1'-0" SPECIFICATIONS: LETTERS: INTERNALLY ILLUMINATED CHANNEL LETTERS FACES: 3/16" WHITE ACRYLIC WITH FIRST SURFACE 3M DO ORANGE, & 3M DD PINK TRIMCAP: 1" DARK BRONZE 313 JEWELITE TRIMCAPS RETURNS: 3" DEEP ALUMINUM TO MATCH PMS 7540 C (ALUMET CHARCOAL GREY) ILLUMINATION: WHITE L.E.D.'S WITH REMOTE POWER SUPPLIES REGISTRATION: 3M DD ORANGE ® APPLIED TO WHITE ACRYLIC DISC BACKER NOTES: I • OK PER JOB CHECK. GC TO PROVIDE ACCESS NOTE TO ALL CONTRACTORS: SIGN VOLTAGE ALL WALL PENETRATIONS TO BE SEALED WITH UL LISTED SILICONE SEALANT. IN ACCORDANCE WITH NEC AND UL GUIDELINES, IT IS REQUIRED THAT PRIMARY CIRCUITS TO EACH SIGN MUST HAVE DEDICATED CIRCUIT WITH PROPER 1 YOV GROUND FROM MAIN PANEL AND MUST BE BONDED. NOTE: ALL SIGNAGE REQUIRED DISCONNECT SWITCH TO COMPLY WITH ARTICLE 600.6(A)(1) OF THE NATIONAL ELECTRICAL CODE. 1 SIDE VIEW LED LAYOUT SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'4" ■ SA2024-0032 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR COD E COM PL IAN CE BY:A. /tip,,, DATE 11/09'12024 MAIN POWER GROUNDING WIRE �� PRIMARY POWER SECONDARY POWER ,NEUTRAL WIRE POWER SUPPLY CHANNEL ' CHANNEL CHANNEL LETTER i LETTER LETTER • DISCONNECT SWITCH AT FAR LEFT OR RIGHT OF END LETTER -VERIFY PLACEMENT PRIOR TO FABRICATION 4 LETTER LAYOUT SCALE: NTS TYPICAL WALL FRAMING WOOD OR METAL STUDS (VI.F) STUCCO OVER PLYWOOD FASCIA (V.I.F) .040 ALUMINUM RETURNS TRIMCAP WITH #8 X 1/"SCREWS LIGHT EMITTING DIODES (LEDs) LOW VOLTAGE WIRING FROM LED TO LED ACRYLIC FACE CHANNEL LETTERS PHOTOCONTROL BUTTON ELECTRONIC 1 20-277V EK4036S .040 ALUMINUM BACKS DRILLED HOLE THRU WALL FOR WIRE CONNECTIONS AND FILLED WITH SILICONE TO PREVENT WATER PENETRATION THREADED NIPPLE AND COUPLING 20A 120-277VAC DISCONNECT SWITCH HANDY BOX FLEX (FLEXIBLE CONDUIT) / LIQUID TIGHT CONNECTIONS #10 x 3'/z" DRIVE SCREWS MINIMUM THREE (3) PER LETTER OR AS REQUIRED PER FIELD CONDITIONS ONE (1)'A" WEEP HOLE LOCATED AT ALL AREAS THAT MAY COLLECT WATER "THIS SIGN IS SUITABLE FOR WET LOCATIONS" LABEL SIGN WITH MINIMUM 1/8" COPY TYPICAL SECTION VIEW SCALE: NTS 1 (147) AA Blazer V2 LED Modules LS-MZ-3000-CW (Cool White) 7500K@ 0.6 watts each UL#325964 (1) 120 watt Principal PL-120-12-U power supplies @ 2.2 amps each UL#129809 Total electrical load of sign is 2.2 amps at 120 volt (1) 20 AMP DEDICATED SIGN CIRCUIT REQUIRED Q rr LOW VOLTAGE 10 CONDUIT Project: PUNKIN' PC #365315 Address: 79670 Hwy 111 La Quinta, CA Account Manager: P,T, 54"r& 'e Scale: T.A.: AS NOTED 3.50 Design No.: 24-01-9635-05 Reg. No.: 233797 Revision History: R01/24/24 KF New Drawing R1 1/30/24 KF Revise entrance sign & direct bury directionals R2 7/30/24 KF Revise to All R3 9/4/24 KF Add details, prep for permit, and order eng R4 9/10/24 KF Add job check & update elevations R510/1/24 KF Revise per city, update elevations POWER UL SUPPLY ELECTRIC SIGN TRANSFORMER This sign is intended to be installed in BOX accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. J-BOX WITH . • - -. ,11121111 120-277VAC Acct. Mgr: Date: DISCONNECT SWITCH Design: Date: PRIMARY POWER Mfg/QC: Date: This is an original unpublished drawing created by Superior Electrical Advertising, Inc. It is submitted for your approval. It is not to be shown to anyone outside of your organization, nor is it to be reproduced, copied or exhibited in any fashion. The changing of colors, sizes, materials or illumination method does not alter the design. Ownership of this design is held by Superior Electrical Advertising, Inc. Authorization to use this design in any fashion must be obtained in writing from Superior Electrical Advertising, Inc. © SEA 2024 Note: The colors depicted here are a graphic representation. Actual colors may vary. See color specifications. 0 3'-8" 5" 4" 3'-4" 3'-1" V.O. CABINET TO BE LAGGED INTO SQ.TB. SUPPORTS WHITE L.E.D.'S AT TOP AND BOTTOM OF CABINET PHOTOCONTROL BUTTON ELECTRONIC 120-277V EK4036S MOUNTED CUSTOM FABRICATED BRAKE FORMED ALUMINUM DRIVE U CLEAR POLYCARBONATE FACES N r N THRU _� REMOVABLE END WITH 7T. COUNTERSUNK SCREWS 1 POWER SUPPLY 1 AMP REQUIRED 4"x4" ALUMINUM SQ. TB. PER SIGN SUPPORT WEATHERPROOF ELECTRICAL BELL BOX WITH DISCONNECT SWITCH, COVER, & GASKET NOTE: DIRECT BURIAL 12" 'I RIGID CONDUIT DOUBLE FACE INTERNALLY ILLUMINATED DIRECTIONAL 3.60 Sq. Ft. SIDE VIEW 1 SCALE: 1 " = 1'-0" SCALE: 1 " = V-0" SPECIFICATIONS: FACE: CLEAR POLYCARBONATE GRAPHICS: SECOND SURFACE APPLIED VINYL: 3M DD ORANGE, DD PINK, SECOND SURFACE WHITE DIFFUSER RETAINER: 1" ALUMINUM RETAINERS PAINTED TO MATCH PMS 7540 C RETURNS: 5" DEEP ALUMINUM CABINET PAINTED TO MATCH PMS 7540 C ILLUMINATION: WHITE L.E.D.'S WITH SELF CONTAINED POWER SUPPLIES POLE: 4"x4" ALUMINUM SQ.TB. PAINTED TO MATCH DO ORANGE PMS 3564 C NOTE TO ALL CONTRACTORS: SIGN VOLTAGE ALL WALL PENETRATIONS TO BE SEALED WITH UL LISTED SILICONE SEALANT. IN ACCORDANCE WITH NEC AND UL GUIDELINES, IT IS REQUIRED THAT PRIMARY CIRCUITS TO EACH SIGN MUST HAVE DEDICATED CIRCUIT WITH PROPER 1 ZOV GROUND FROM MAIN PANEL AND MUST BE BONDED. NOTE: ALL SIGNAGE REQUIRED DISCONNECT SWITCH TO COMPLY WITH ARTICLE 600.6(A)(1) OF THE NATIONAL ELECTRICAL CODE. FRONT VIEW CONSTRUCTION DETAIL SCALE: 1 " = 1'-0" SIGN FACE SIGN I QTY. SCHEDULEI FRONT BACK 1 1 DRIVE THRU DO NOT ENTER DRIVE THRU SEE YOU SOON SA2024-0032 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COM PUANCE BY: A /t om,,, DATE: 1110911-990-94 ■ '/2" TALL X 1" WIDE CUSTOM FABRICATED BRAKE FORMED ALUMINUM HAT CHANNEL TO ELEVATE L.E.D.'S AT CENTER OF CABINET ONE (1)1/4"o WEEP HOLE AT EACH AREA THAT MAY COLLECT WATER (28) modules (8 ft.) Of SLOAN Poster BOX Mini UL#E228569 (1) 40 watt power supplies @ 0.5 amps each UL#E249377 (TOTAL LOAD: 0.50 AMPS AT 120 VOLTS (1) 20 AMP CIRCUIT COLOR SCHEDULE CLEAR POLYCARBONATE/WHITE DIFFUSER 3M TRANSLUCENT VINYL #3630-3202 DD ORANGE (PMS 3564C) 3M TRANSLUCENT VINYL #3630-1511 DD PINK (PMS 7635C) MATTHEWS PAINT TO MATCH PMS 7540 C MATTHEWS PAINT TO MATCH "DD ORANGE" PMS 3564 C Project: PUNKIN' PC #365315 Address: 79670 Hwy 111 La Quinta, CA Account Manager: g 'na�� Scale: T.A.: AS NOTED 3.50 Design No.: 24-01-9635-05 Reg. NO.: 233797 Revision History: RO 1/24/24 KF New Drawing R1 1/30/24 KF Revise entrance sign & direct bury directionals R2 7/30/24 KF Revise to AIO R3 9/4/24 KF Add details, prep for permit, and order eng R4 9/10/24 KF Add job check & update elevations R510/1/24 KF Revise per city, update elevations nUL .& ELECTRIC SIGN This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding ofthe sign. .. Acct. Mgr: Date: Design: Date: Mfg/QC: Date: This is an original unpublished drawing created by Superior Electrical Advertising, Inc. It is submitted for your approval. It is not to be shown to anyone outside of your organization, nor is it to be reproduced, copied or exhibited in any fashion. The changing of colors, sizes, materials or illumination method does not alter the design. Ownership of this design is held by Superior Electrical Adverlising, Inc. Authorization to use this design in any fashion must be obtained in writing from Superior Electrical Advertising, Inc. © SEA 2024 Note: The colors depicted here are a graphic representation. Actual colors may vary. See color specifications. 0 CV CV 11'-6" 1 10'-11 " 3'/z" 211 V-4" 3'-0" 3'-0" 3'-8° I I � a 1I 2'-01/!' 4'17" 4'-41/211 r T L DRIVE THRU 11 Square Steel post cross arm oo- attach with 11/2" angle clips top &bottom 0 +l CLEARANCE 9'-0" 3'-0" 3'-0" 81-01I NOTE: Clearance may vary per site requirements ' -',Pivot mechanism: Arms will rotate if hit and will need to be manually reset w/ - new shear pin (3 replacement pins incl.) See next page for detail / Medallion: Dunkin 'Pink' Vinyl on Reflective Alum. panel w/removable mounting brackets 4" PVC crash tube painted to match PMS 7635C with white reflective vinyl graphics 3'/2" Square Steel post painted to match Sw7063 Nebulous White Base plate & footing TBD per engineering © NON -ILLUMINATED CLEARANCE BAR 3.06 SQ. FT (COPY) QUANTITY: ONE (1) UNIT REQUIRED SCALE: 1/2" = 1'-0" VINYL TO WA AROUND HHALFOF • CLEARANCE 9'-O" Cn PIPE CLEARANCE BAR VINYL LAID OUT FLAT SCALE: 1" = 1'-0" I I I I I I I I �1 Clearance - Single Lane .080 Aluminum painted PMS 7639C C Brake form bottom & attach to horizor cross beam. Aircraft cables & eye -bolts. See detail NOTE: Eyebolts on crossarm to be removable for maintenance. 1 SIDE VIEW SCALE: 1/2" = 1'-0" ■ SA2024-0032 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COM PLIANCE BY: A. n DATE: I1/08/2024 1/4" - 20 Rivet Nut 1/4" - 20 Eye Bolt 1" 1/8" Wire Cable NOTE: Final attachment of Cable Wire for Crash Tube to be done in field 1/8" Wire Cable 1/4" - 20 Eye Bolt 1" 1/4" - 20 Rivet Nut 2 DETAILS SCALE: 3" = 1'-0" G.C. NOTES: Foundation & Anchor Bolts by G.C. per S.E.A provided Engineering. Project: PUNKIN' PC #365315 Address: 79670 Hwy 111 La Quinta, CA Acc.o�uy�nt Manager: Scale: T.A.: AS NOTED 3.50 Design No.: 24-01-9635-05 Reg. No.: 233797 Revision History: R01/24/24 KF New Drawing R1 1/30/24 KF Revise entrance sign & direct bury directionals R2 7/30/24 KF Revise to All R3 9/4/24 KF Add details, prep for permit, and order eng R4 9/10/24 KF Add job check & update elevations R510/1/24 KF Revise per city, update elevations aELECTRIC SIGN This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. • • • Acct. Mgr: Date: Design: Date: Mfg/QC: Date: This is an original unpublished drawing created by Superior Electrical Advertising, Inc. It is submitted for your approval. It is not to be shown to anyone outside of your organization, nor is it to be reproduced, copied or exhibited in any fashion. The changing of colors, sizes, materials or illumination method does not alter the design. Ownership of this design is held by Superior Electrical Advertising, Inc. Authorization to use this design in any fashion must be obtained in writing from Superior Electrical Advertising, Inc. © SEA 2024 Note: The colors depicted here are a graphic representation. Actual colors may vary. See color specifications. Vertical Steel Sq. Tube to be cut for horizontal tube to to go thru. Attach with thru bolts thru 2" x 2" Angle clips on top and bottom. 3 PANEL ATTACHMENT DETAILS SCALE: 3" = V-0" 2" angle clips welded to vertical 11'-6" 10'-111/2" 31/2" 3" Cap welded to 4" tube Upper HSS 3'/2" x 3'/2" x 1/4" vertical square tube 2" x 2" x'/4" steel angle welded to vertical 4" tube. 3/8" diameter x 4" long galvanized steel thru bolts, Typ. HSS 2" x 2" x 3/16" steel square tube horizontal \ \ clearance bar Cap welded-, to 2" tube ------------- \-\ ------------------- lxl-1 -------------- l", ---- -------- I 31/2" square tube to be cut to allow 2" square tube horizontal clearance bar to slide through. THREE (3) 3/8" thick steel plates welded top & bottom of steel pipe & middle for stability, to fit snugly inside vertical sq. tube. Upper 3/8" thick steel mach plate welded to steel pipe and upper square tube 2" standard steel (2.375" o.d.) sleeve pipe welded to match plate. Slips down into bottom vertical sq. tube. 3/8" thick steel plates to fit snugly inside 3'/2" square tube. 2" standard steel sleeve pipe with welded plates inserted and welded to upper square tube Upper HSS 3'/2" x 3'/2" x 1/4" vertical—' square tube Lower 3/8" thick steel mach plate welded to steel pipe and upper square tube Lower HSS 3'/2" x 31/2" x 1/4" vertical square tube PIVOT DETAILS SCALE: 3" = 1'-0" 1/4" SHEAR PIN INTO HOLE OF MATCH PLATE EXPANDED VIEW SCALE: NTS TOP PLATE: co Cl) CV BOTTOM PLATE: Cl) ----- U 5 ----- MATCH PLATE DETAILS SCALE: 3" = 1'-0" 3 1/2" steel square tube vertical main support tube. 3" x 3" x 3/16" aluminum plate bolted to column with two (2) PLAN VIEW DETAIL 1/4"-20 x 1 1/2" self drilling screws. 9 SCALE: 1 1/2" = 1'-0" 1" x 1" x 1/8" alum. angle welded to the aluminum plate. Angles and plates painted to match Sw7063 Nebulous White 125" thick alum. panel welded to alum. angle outriggers. Panel to be white on both sides, face to have white reflective vinyl overlay & DID pink vinyl graphics. ■ SA2024-0032 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COM PUANCE BY: A. `- " 4, DATE 111091,90,94 2'-3" 311 2'-011 , I 8 FRONT ELEVATION - MEDALLION SCALE: 1 " = 1'-0" J 7 OPPOSITE FACE SCALE: 1" = 1'-0" 90 112" o Qrr 9 314" 0 7/8" 90112" 8" 3 5/8" BASE PLATE DETAILS SO. CUT 6 SCALE: 11/2" = V-0" N o - 00 44 0 Q co R3181F , - 0 11 5116" Project: PUNKIN' PC #365315 Address: 79670 Hwy 111 La Quinta, CA Account Manager: Scale: T.A.: AS NOTED 3.50 Design No.: 24-01-9635-05 Reg. No.: 233797 Revision History: R01/24/24 KF New Drawing R1 1/30/24 KF Revise entrance sign & direct bury directionals R2 7/30/24 KF Revise to AIO R3 9/4/24 KF Add details, prep for permit, and order eng R4 9/10/24 KF Add job check & update elevations R51011/24 KF Revise per city, update elevations aELECTRIC SIGN This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. Acct. Mgr: Date: Design: Date: Mfg/QC: Date: This is an original unpublished drawing created by Superior Electrical Advertising, Inc. It is submitted for your approval. It is not to be shown to anyone outside of your organization, nor is it to be reproduced, copied or exhibited in any fashion. The changing of colors, sizes, materials or illumination method does not alter the design. Ownership of this design is held by Superior Electrical Advertising, Inc. Authorization to use this design in any fashion must be obtained in writing from Superior Electrical Advertising, Inc. © SEA 2024 Note: The colors depicted here are a graphic representation. Actual colors may vary. See color specifications. DD NEXT GEN CANOPY W/ DIGITAL MENUBOARD, SPEAKER/MIC 5� O v M M PAINT TO MATCH — SW 7063 NEBULOUS WHITE EL00832P DISCONNECT — 84.145 2.500 WHITE VINYL COPY 3.5" ORANGE VINYL COPY SA2024-0032 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COM PL IANCE BY: H 4" DATE: 1110112024 109.9591 1 1 4.344 Nebulous White SW 7063 1 O NEXT GEN CANOPY WITH DIGITAL MENUBOARD, SPEAKER, & MIC QUANTITY: ONE (1) UNIT REQUIRED NOTES: • Strongly recommended to secure permit before ordering canopy to confirm local codes are met. • Some local ordinances may require signed & sealed engineering documentation to be provided. G.C. NOTES: 4 Z Foundation & Anchor Bolts by G.C. per S.E.A provided Engineering. PAINT TO MATCH 063 NEBULOUS WHITE --------------- 77.035 29.504 4.014 DIGITAL MENU DISPLAYS & SPEAKER/MICROPHONE TO BE SUPPLIED BY OTHERS 1 SECTION DETAIL SCALE: I" = 1'-0" 04.000 67.000 19.220 PAINT TO MATCH PMS 165C ORANGE CANOPY TOP 9 WATT LED DOWN LIGHTS --------------- --- ---i A 29.504 �01 1 \—BLACK VINYL 1 J_ COPY IN DUNKIN SANS DISPLAY 6.060 FONT 12.000 (4)0.750 /-ANCHOR BOLTS SECTION A -A PWRSPLY,I2V DISCONNECT SWITCH All —in —One Drive Thru Canopy with Menuboard PAINT TO MATCH PMS 165C ORANGE PAINT TO MATCH SW 7063 NEBULOUS WHITE DIGITAL DISPLAY AREA: 17.76 SQ. FT SCALE: 1/2" = 1'-0" GENERAL NOTES: APPROX. WEIGHT: 1,170 LBS. (INCLUDING DIGITAL DISPLAYS) ELECTRICAL SPECS: QTY. (1) 12 VDC 60 WATT POWER SUPPLY TOTAL CONNECTED LOAD: 0.9 AMPS @ 120VAC 50/60HZ LIGHTING: • QTY. (2) 12VDC 9W DOWN LIGHTS (3000K WARM WHITE) MATERIALS: 3003-H14 ALUMINUM SHEET ASATM A36 STEEL SHAPES FINISH: EXPOSED SURFACES OF CANOPY TOP POWDER COATED TO MATCH PMS165C EXPOSED SURFACES OF COLUMN POWDER COATED 303-00293 PWDRCT,NEB WHITE AAMA 2604 • APPROVED LOGOS AND COLORS SERVICE: • REMOVE ACCESS COVERS ON BACK OF UNIT Project: PUNKIN' PC #365315 Address: 79670 Hwy 111 La Quinta, CA Account Manager: P'ati 5x"0 ' W d Scale: P T.A.: AS NOTED 3.50 Design No.: 24-01-9635-05 Reg. Ni 233797 Revision History: R01124124 KF New Drawing R1 1/30124 KF Revise entrance sign & direct bury directionals R2 7/30/24 KF Revise to AIO R3 9/4/24 KF Add details, prep for permit, and order eng R4 9110124 KF Add job check & update elevations R51011124 KF Revise per city, update elevations U�: ELECTRIC SIGN This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes propergrounding and bonding of the sign. • •WIT.Y.M.Mgm Acct. Mgr: Date: Design: Date: Mfg/QC: Date: This is an original unpublished drawing created by Superior Electrical Advertising, Inc. It is submitted for your approval. It is not to be shown to anyone outside of your organization, nor is it to be reproduced, copied or exhibited in any fashion. The changing of colors, sizes, materials or illumination method does nolalter the design. Ownership of this design is held by Superior Electrical Advertising, Inc. Authorization to use this design in any fashion must be obtained in writing from Superior Electrical Advertising, Inc. @ SEA 2024 Note: The colors depicted here are a graphic representation. Actual colors may vary. See colorspecifications.