Agenda packet — Coachella City Council, September 25, 2024 (part 3 of 3)

Item 19.

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PROJECTNO:

MODELFILE:

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MARKDATEG
-103
Thursday,August22,2024
03282024
#ContactFull Name
BobSipovac
SipovacConstruction Inc.

VMPEventCenter. 04.11.24V27.pln
SCALE: WENDELL W. VE TI H, ARCH TI ECT #C5297
80-300 ULLSWATER DR., NI D OI , CA. 92203
TEL. 1-760-953-4556 E M- A LI - wvei ht [email protected]

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REN. 11-30-25
CalGreen4
25 CONSULTANTS................

DESIGNARCHITECT:

WendellW. Veith
80-300UllswaterDr. Indio ca. 92203 760-953-4556 MECHANICAL: Sipovac Construction Inc. 72-651 Theodora Lane Palm Desert, CA 92260 760-567-2347 CSLB # 581636 ELECTRICAL: Sipovac Construction Inc. 72-651 Theodora Lane Palm Desert, CA 92260 760-567-2347 CSLB # 581636 CIVIL: GENERAL CONTRA CTOR.........

ParraConstruction
OWNER..................

DanielGlubaich
175EMainSt.

MorganHill,95037
760-567-2347
APN#603-310-005
LEGALADDRESS:

PORSEC32T5SR8E

5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply.

5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49.

5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.

5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5.

5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following:

1. Product certifications and specifications.

2. Chain of custody certifications.

3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.).

4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards.

5. Other methods acceptable to the enforcing agency.

TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2
Less Water and Less Exempt Compounds in Grams per Liter

ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT
INDOOR CARPET ADHESIVES 50
CARPET PAD ADHESIVES 50
OUTDOOR CARPET ADHESIVES 150
WOOD FLOORING ADHESIVES 100
RUBBER FLOOR ADHESIVES 60
SUBFLOOR ADHESIVES 50
CERAMIC TILE ADHESIVES 65
VCT & ASPHALT TILE ADHESIVES 50
DRYWALL & PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVES 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT SPECIFICALLY LISTED 50

SPECIALTY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBER ADHESIVE 140
TOP & TRIM ADHESIVE 250

SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD) 50
WOOD 30
FIBERGLASS 80

1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.

2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC

CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT
Less Water and Less Exempt Compounds in Grams per Liter

SEALANTS CURRENT VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420

SEALANT PRIMERS

ARCHITECTURAL
NONPOROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC

CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.

TABLE 5.504.4.3 - CONT.

GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS

COATING CATEGORY CURRENT VOC LIMIT

SPECIALTY COATINGS
ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400
BITUMINOUS ROOF COATINGS 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/MASONRY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUNDS 250
GRAPHIC ARTS COATINGS (SIGN PAINTS) 500
HIGH-TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250
SHELLACS:

CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340

1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS

2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.

3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD.

TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1

MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION

PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13

1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.

2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM).

5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities.

Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants.

5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below.

5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack.

5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less.

5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils.

5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil.

Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations.

5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows.

5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows.

5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve.

5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve.

5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use.

5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic.

5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place.

5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps.

Exception: Valves with seal caps that are not removed from the valve during stem operation.

5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances.

5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency.

5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver.

5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging.

5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum.

5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge.

5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge.

5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging.

5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes.

5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes.

5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period.

CHAPTER 7

INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.

Examples of acceptable HVAC training and certification programs include but are not limited to the following:

1. State certified apprenticeship programs.

2. Public utility training programs.

3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.

4. Programs sponsored by manufacturing organizations.

5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector:

1. Certification by a national or regional green building program or standard publisher.

2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors.

3. Successful completion of a third party apprentice training program in the appropriate trade.

4. Other programs acceptable to the enforcing agency.

Notes:

1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.

2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency.

Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist.
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (January 2023) SECTION 5.505 INDOOR MOISTURE CONTROL

5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code.

SECTION 5.506 INDOOR AIR QUALITY

5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.

5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4).

5.506.3 Carbon dioxide (CO2) monitoring in classrooms.
(DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be equipped with a carbon dioxide monitor or sensor that meets the following requirements:

1. The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows.

2. When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel.

3. A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 1,100ppm.

4. The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a record of previous carbon dioxide measurements of not less than 30 days duration.

5. The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater.

6. The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than once every 5 years.

SECTION 5.507 ENVIRONMENTAL COMFORT

5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2.

Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings.

Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction.

5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations:

1. Within the 65 CNEL noise contour of an airport.

Exceptions:

1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan.

2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element.

2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan.

5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30).

5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation.

5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior.

5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior soundlevels shall be prepared by personnel approved by the architect or engineer of record.

5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40.

Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.

SECTION 5.508 OUTDOOR AIR QUALITY

5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2.

5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs.

5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.

5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications 01350)
See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits.

5.504.4.7 Thermal insulation
Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.7.1 Verification of compliance.

Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits.

5.504.4.8 Acoustical ceiling and wall panels.

Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, " Version 1.2, January 2017 (Emission testing method for California Specification 01350).

See California Department of Public Health's website for certification programs and testing labs.

5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits.

5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of

13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual.

Exceptions: Existing mechanical equipment.

5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating.

5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions.

5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:

1. Manufacturer's product specification

2. Field verification of on-site product containers

5.504.4.4 Carpet Systems.

All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specifications 01350).

See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through

5.504.4.6.

5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards:

1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below.

2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507.

DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/A RESPON. Y N/A Y N/A Y N/A PARTY
RESPON.

PARTY
RESPON.

PARTY
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
✓ GC ✓GCGC ✓✓✓ ✓

Page 295 ends

Item 19.

S
HEETOF

SHEETTITLE

DESCRIPTION
PROJECTNO:

MODELFILE:

DRAWNBY:

CHK'DBY:

MARKDATEA
-101
Thursday,August22,2024
03282024
#ContactFull Name
BobSipovac
SipovacConstruction Inc.

VMPEventCenter. 04.11.24V27.pln
SCALE: WENDELL W. VE TI H, ARCH TI ECT #C5297
80-300 ULLSWATER DR., NI D OI , CA. 92203
TEL. 1-760-953-4556 E M- A LI - wvei ht [email protected]

L I CENSE
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RCH IT ECT

S T A T
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F O R N I A

W E N D E
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W . V E I T H
NO. C5297
REN. 11-30-25
SitePlan
525
CONSULTANTS................

DESIGNARCHITECT:

ParraConstruction
OWNER..................

DanielGlubaich
175EMainSt.

MorganHill,95037
760-567-2347
APN#603-310-005
LEGALADDRESS:

PORSEC32T5SR8E
ON

GNIKRAP
ON

GNIKRAP
potSleehW
potSleehW
potSleehWpotSleehWpotSleehWpotSleehW
ON

GNIKRAP
6 A-108
3 A-110
4 A-110
Gas
Meter
Slope12:1
Slope12:1
Slope 12:1
Slope 12:1
A-108
8 A-108
8 A-101
1 A-101
2 A-101
3 PEDESTRIANROUTEPEDESTRIANROUTE

PEDESTRIANROUTEPEDESTRIANROUTE

PUBLIC SIDEWALK PUBLIC SIDEWALK

PEDESTRIANROUTE

PUBLIC SIDEWALK
267'-9 1/2"
370'-01/2"
160'-4 1/4"
60'-113/4"
89'-51/2"
14'-4 3/4"
94'-11/2"
10'-7 3/4"
25'-0"
24'-0"
10'-0"
21'-3 3/4"
(N)GATE
(N)TRASHENCLOSURE
(E)GATETOBEREPAIRED
49972CESAR
CHAVEZ

ALADINNO'S

CLOTHINGSTORE

MOCCUPANCY

VICTORY

SPORTING
GOODS

MOCCUPANCY

VMPEVENT
CENTER
A-2OCCUPANCY

DOLLARTREE

MOCCUPANCY

PROPERTYLINE

PROPERTY LINE

PROPERTYLINE

PROPERTY LINE
RAMP
RAMP

RAMPRAMP
(N) PLANTER
(N)DRIVE ISLE

ASPHALTOR

CONCRETE
(E)FENCE
(N)DRIVE ISLE

ASPHALTOR

CONCRETE
(N)DRIVE ISLE

ASPHALTOR

CONCRETE
APPROX.28PEOPLE IN QUEUE
05/10/24
OPTIONAL 4TH CHANNEL

SHEET REV
TITLE
DATE: DRAWING NO
DRAWN BY:

SCALE:

CHKD BY:

ALUMI-GUARD

ORNAMENTAL ALUMINUM FENCING
2290-087 DR
10/17/12 NTS
LP
91 3/4" MUNICIPAL BELMONT
60" PUPPY PICKET
XX --
3/4" x 3/4" x .050"
PICKET
93 3/4"
CENTER ON 2" POSTS
91 3/4"
60"
5 3/8"
30 1/4"
14 1/2"
18"
1 9/16" SPACE ( 2 5/16" O.C )
3 7/8" SPACE ( 4 5/8" O.C )

1.00" x 1.50" CHANNEL
.055" TOPWALL
.082" SIDEWALL
3'0
DRAW
N.T.S. BY:

CHKD SCALE:

BY:
..

AMERICAN FENCE
PROJECT #:
. CLIENT
PROJE

REFERENCE
JOB #:
.

OPERATOR MFR.

LIFTMASTER S
S
LINEAR
H
G
V

HYSECURITY
S
S
S
KKK
LLL
PPP
OOO
LEGEND

SHADOW LOOP

INTERRUPT LOOP

EXIT LOOP
GATE
OOO
OOOO

OOOOOOOOOOOOOOOO

PPPPPPPPPPPP

LLLLLLLLLLLLLLLL
LL
LL
LL
KKKKKK
INSIDE

OUTSIDE

SINGLE SWIN

ELECTRICAL REQUIRE

LIFTMASTER, LINEAR A
.

GATE HINGES ON THE LEFT
FROM OUTSIDE LOOKING IN.

N
1 2
MotorizedGate
1 Fencing
3 TrashEnclosure
3 TrashEnclosure

SUBJECTSPACE
NOTE: NO AB

RUPTCHANGES INELEVATIONS
ALONGTHEPATHOFTRAVELSHOWN. THE SLOPE AND CROSS-SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% AND 2% RESPECTIVELY. INSPECTOR TO VERIFY 1' =30'-0"

Page 296 ends

Item 19.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
A-102
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

W
E
N
D
E
L
L
W. V
E

TI H, A
R
C
H
TI E
C
T
#
C
5 2
9 7
8 0-3
0 0
U
L
L
S
WAT
E
R
D
R., NI D
OI , C
A. 9
2 2
0 3
T
E
L. 1-7
6 0-9
5 3-4
5 5
6 E
M- A
LI - w
v
ei ht 3
6 @
y
a
h
o
o.c
o
m
L
I

CENSED A RCH IT
ECT
S
T

A T E O F C A L I F O R
N I A
W
E N D E L L W . V E I T
H
NO. C5297
REN. 11-30-25
Expanded Site
6 25
CONSULTANTS . . . . . . . . . . . . . . . .

DESIGN ARCHITECT:

Wendell W. Veith
80-300 Ullswater Dr.

Indio ca. 92203
760-953-4556
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E
ON

GNI KRAP
ON

GNI KRAP
pot Sl eeh W pot Sl eeh W
pot Sl eeh W pot Sl eeh W pot Sl eeh W pot Sl eeh W
ON

GNI KRAP
6 A-108
3 A-110
4 A-110
Gas
Meter
Slope 12:1
Slope 12:1
Slope 12:1
Slope 12:1
A-108
8 A-108
8 A-101
1 A-101
2 A-101
3 PEDESTRIAN ROUTE PEDESTRIAN ROUTE

PEDESTRIAN ROUTE PEDESTRIAN ROUTE
P
U
B
LIC
SID
E
WA
L
K

PEDESTRIAN ROUTE
P
U
B
LIC
SID
E
WA
L
K
60'-11 3/4"
89'-5 1/2"
14'-4 3/4"
94'-1 1/2"
10'-7 3/4"
25'-0"
24'-0"
10'-0"
21'-3
3/4"
(N) GATE
(N) TRASH ENCLOSURE
(E) GATE TO BE REPAIRED
49972 CESAR
CHAVEZ

ALADINNO'S

CLOTHING STORE

M OCCUPANCY

VICTORY

SPORTING
GOODS

M OCCUPANCY

VMP EVENT
CENTER
A-2 OCCUPANCY

DOLLAR TREE

M OCCUPANCY
RAMP
RAMP
R
A
M
P
R
A
M
P
(N) P
L
A
N
T
E
R
(N) DRIVE ISLE

ASPHALT OR

CONCRETE
(E) FENCE
(N) DRIVE ISLE

ASPHALT OR

CONCRETE
(N) DRIVE ISLE

ASPHALT OR

CONCRETE
APPROX. 28 PEOPLE

IN QUEUE
05/10/24
N
1 1" = 10'-0"
NOTE:

NO ABRUPT CHANGES IN ELEVATIONS
ALONG THE PATH OF TRAVEL SHOWN.

THE SLOPE AND CROSS-SLOPE ALONG

THE PATH OF TRAVEL SHALL NOT
EXCEED 5% AND 2% RESPECTIVELY.

INSPECTOR TO VERIFY

NEW TENANT
SPACE

ACCESSIBLE

PATH OF TRAVEL
NOTE:
(A Occupancies) Group A occupancies with an occupant
load greater than 100 and less than 300 shall have at least one exit that discharges on a street or an unoccupied
space of not less than 20 feet in width that adjoins a street or public way. (CBC Section 1030.3.1).

CBC: (A Occupancies) Group A occupancies with an
occupant load of 100 to 300 not less than one of the
required means of egress shall exit through one of the
following: (CBC Section 1030.3.1)

1. Directly to an exit.

2. Egress through a lobby that is not used to access the other required exits.

3. To a one-hour rated corridor to an exit.

4. Continuous through a one-hour rated lobby to an exit.

Page 297 ends

Item 19.

S
HEETOF

SHEETTITLE

DESCRIPTION
PROJECTNO:

MODELFILE:

DRAWNBY:

CHK'DBY:

MARKDATE A
-102A
Thursday,August22,2024
03282024
#ContactFull Name
BobSipovac
SipovacConstruction Inc.

VMPEventCenter. 04.11.24V27.pln
SCALE: WENDELL W. VE TI H, ARCH TI ECT #C5297
80-300 ULLSWATER DR., NI D OI , CA. 92203
TEL. 1-760-953-4556 E M- A LI - wvei ht [email protected]

L I CENSE
D
A

RCH IT ECT

S T A T
E
O
F
C
A
L
I

F O R N I A

W E N D E
L
L
W . V E I T H
NO. C5297
REN. 11-30-25
LineQueuePlan
725
CONSULTANTS................

DESIGNARCHITECT:

ParraConstruction
OWNER..................

DanielGlubaich
175EMainSt.

MorganHill,95037
760-567-2347
APN#603-310-005
LEGALADDRESS:

PORSEC32T5SR8E
ON

GNIKRAP
ON

GNIKRAP
potSleehW
potSleehW
potSleehWpotSleehWpotSleehWpotSleehW
ON

GNIKRAP
6 A-108
3 A-110
4 A-110
Gas
Meter
Slope12:1
Slope12:1
Slope 12:1
Slope 12:1
A-108
8 A-108
8 A-101
1 A-101
2 A-101
3 PUBLIC SIDEWALK

PEDESTRIANROUTE

PUBLIC SIDEWALK
60'-113/4"
10'-7 3/4"
25'-0"
24'-0"
10'-0"
21'-3 3/4"
(N)GATE
(N)TRASHENCLOSURE

ROPEBARRIER

SECURITYSCANNING

TICKETSALES

LINEQUEUE
(E)GATETOBEREPAIRED
49972CESAR
CHAVEZ

ALADINNO'S

CLOTHINGSTORE

MOCCUPANCY

VICTORY

SPORTING
GOODS

MOCCUPANCY

VMPEVENT
CENTER
A-2OCCUPANCY

DOLLARTREE

MOCCUPANCY
RAMP
RAMP

RAMPRAMP
(N) PLANTER
(N)DRIVE ISLE

ASPHALTOR

CONCRETE
(E)FENCE
(N)DRIVE ISLE

ASPHALTOR

CONCRETE
(N)DRIVE ISLE

ASPHALTOR

CONCRETE
APPROX.28PEOPLE IN QUEUE

Page 298 ends

Item 19.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
A-103A
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

W
E
N
D
E
L
L
W. V
E

TI H, A
R
C
H
TI E
C
T
#
C
5 2
9 7
8 0-3
0 0
U
L
L
S
WAT
E
R
D
R., NI D
OI , C
A. 9
2 2
0 3
T
E
L. 1-7
6 0-9
5 3-4
5 5
6 E
M- A
LI - w
v
ei ht 3
6 @
y
a
h
o
o.c
o
m
L
I

CENSED A RCH IT
ECT
S
T

A T E O F C A L I F O R
N I A
W
E N D E L L W . V E I T
H
NO. C5297
REN. 11-30-25
Floor Plan A
8 25
CONSULTANTS . . . . . . . . . . . . . . . .

DESIGN ARCHITECT:

Wendell W. Veith
80-300 Ullswater Dr.

Indio ca. 92203
760-953-4556
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E
3 9

3.3 9
s
q
ft
2 8

8.0 0
s
q
ft
1 5

0.2 7
s
q
ft
1,064.97 sq ft
D
B
B
A
A
A
C
A
A
6 0"
6 0"
6 0"
5 6

3.8 1
s
q
ft
3'-
8 "
" 8-' 3
" 4-' 33
1 6'-
1 1
/
4 "
" 4/ 1 2-' 8
8'-
9 1
/
2 "
" 4/ 1 9-' 33
1 0'-
2 1
/
2 "
" 8-' 3
3'-
8 "
3'-
8 "
" 8-' 3
3'-
8 "
“This door to remain unlocked
when building is occupied.”
“T
his
d
o
or to re
m
ain
u
nlo
c
k
e
d
w
h
e
n
b
uildin
g is
o
c
c
u
pie
d.”

MAX CAPACITY
359 OCCUPANTS SIGN
114'-0"
O
F
FIC
E
M
E
N
S
R
O
O
M
W
O
M
A
N
S
R
O
O
M
J
A
NIT
O
R
S
C
L
O
S
E
T
RAB

RETNUOC
E
L
E
C. R
O
O
M
P
O
R
TA
B
L
E
S
TA
G
E
WATER

FOUNTAIN
R
O
O
F
A
C
C
E
S
S
D
A
N
C
E
F
L
O
O
R
LIQ. S
T
O
R
A
G
E
Waitin
g
A
r
e
a
B
A
R
RAB

RETNUOC
B
A
R
C
O
U
N
T
E
R
2 8
8 s
q. ft.

TABLES &
CHAIRS
"
N
O
T
A
S
TA
N
DIN
G
A
R
E
A
"
"NOT A STANDING AREA"
"NOT A STANDING AREA"
"NOT A STANDING AREA"
"NOT A STANDING AREA"
"
N
O
T
A
S
TA
N
DIN
G
A
R
E
A
"
"
N
O
T
A
S
TA
N
DIN
G
A
R
E
A
"
"
N
O
T
A
S
TA
N
DIN
G
A
R
E
A
"

W A L L L E G E N D

EXISTG WALLS

NEW DEMISING
WALLS
EXISTG

CMU WALLS
EXISTG
COLUMN
EXISTG
COLUMN
05/10/24

DOOR SCHEDULE
MARK
A
A
D
B
A
C
SIZE
W
4'-0"
5'-0"
6'-0"
3'-0"
3'-0"
2'-6"
HT
6'-8"
6'-8"
6'-8"
7'-0"
7'-0"
7'-0"
New Or Existing
Existing
Existing
New
New
New
New
Glazing Operation Type Opening Force
5 Lbs Max
5 Lbs Max
5 Lbs Max
5 Lbs Max
5 Lbs Max
Hardware
Panic hardware
Panic Hardware
Lever Hardware / Closer
Lever Hardware
Lever Hardware

U FACTOR SHGC FIRE RATING
N/A
NOTES

O C C U P A N C Y L E G E N D
BAR OCCUPANCY / 150 PER SQ. FT.

WAITING AREA / 5 PER SQ. FT.

EXIT PATH OF TRAVEL

IDENTIFIED BY CONTRASTING

FLOORING
TABLES & CHAIRS / 15 PER SQ. FT.

DANCE FLOOR / 5 PER SQ. FT.

STAGE / 15 PER SQ. FT.
1 1
1/4" = 1'-0"
NOTE:
(Accessory Occupancies) Accessory occupancies are
those occupancies that are ancillary to the main
occupancy of the building or portion thereof. No separation is required between accessory occupancies and the main
occupancy. (CBC Section 508.2, 508.2.4).
2022 CBC: (Fixed Seats) For areas having fixed seats, the occupant load shall be determined by the number of fixed seats. (CBC 1004.6)
(Door Opening Force) The opening force required for hinged interior and exterior doors other than fire doors shall be 5 pounds maximum. (CBC 11B-404.2.9)
(Door Lever Type) Provide lever type hardware for all doors that are equipped with a latch or locking device, and in a path of travel. (other than panic type). The hardware type should be identified within the drawing plans. (CBC 11B-309.4, 11B-404.2.7)
(Door Hardware) Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11B shall not require tight grasping, tight pinching or twisting of the wrist to operate. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. (CBC Section 1010.1.9.1,
11B-404.2.7)
(Panic Hardware – A Occupancy) Provide panic hardware on exit doors serving A- Occupancies where the occupant load served exceeds 50. Identify all panic hardware within the door schedule. (CBC 1010.1.10)
OCCUPANT LOAD FACTORS (SQ FT/OCC) PER SECTION 1004
ASSEMBLY W/O FIXED SEATS (TABLES AND CHAIRS) 15 NET
ASSEMBLY W/ FIXED SEATS (W/O TWO DIVIDING ARMS)) 1 OCC / 18” ASSEMBLY W/ FIXED SEATS (BOOTHS): 1 OCC / 24”
ASSEMBLY W/ FIXED SEATS: 1 OCC / SEAT
ASSEMBLY W/O FIXED SEATS (STANDING SPACE) 5 NET
AREAS
TABLES AND CHAIRS = 1065 SQ. FT.

BAR SEATS = 10
BOOTHS = 1584”
WAITING = 564
STAGE / DANCE FLOOR = 681 SQ. FT.

OCCUPANT LOADS
TABLES AND CHAIRS = 1065 / 15 71 OCC
BAR SEATS = 10 OCC
BOOTHS = 1584” / 24 66 OCC
WAITING = 564 / 5 113 OCC
STAGE = 288 / 15 20 OCC
DANCE FLOOR 394 / 5 79 OCC
TOTAL 359 OCC

Page 299 ends

Item 19.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
A-103B
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

W
E
N
D
E
L
L
W. V
E

TI H, A
R
C
H
TI E
C
T
#
C
5 2
9 7
8 0-3
0 0
U
L
L
S
WAT
E
R
D
R., NI D
OI , C
A. 9
2 2
0 3
T
E
L. 1-7
6 0-9
5 3-4
5 5
6 E
M- A
LI - w
v
ei ht 3
6 @
y
a
h
o
o.c
o
m
L
I

CENSED A RCH IT
ECT
S
T

A T E O F C A L I F O R
N I A
W
E N D E L L W . V E I T
H
NO. C5297
REN. 11-30-25
Floor Plan B
9 25
CONSULTANTS . . . . . . . . . . . . . . . .

DESIGN ARCHITECT:

Wendell W. Veith
80-300 Ullswater Dr.

Indio ca. 92203
760-953-4556
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E

W A L L L E G E N D

EXISTG WALLS

NEW DEMISING
WALLS
EXISTG

CMU WALLS
EXISTG
COLUMN
EXISTG
COLUMN

U FACTOR SHGC FIRE RATING
N/A
NOTES

O C C U P A N C Y L E G E N D
BAR OCCUPANCY / 150 PER SQ. FT.

WAITING AREA / 5 PER SQ. FT.

EXIT PATH OF TRAVEL

IDENTIFIED BY CONTRASTING

FLOORING
TABLES & CHAIRS / 15 PER SQ. FT.

DANCE FLOOR / 5 PER SQ. FT.

STAGE / 15 PER SQ. FT.
3 9

3.3 9
s
q
ft
2 8

8.0 0
s
q
ft
1 5

0.2 7
s
q
ft
1,199.56 sq ft
D
B
B
A
A
A
C
A
A
6 0"
6 0"
6 0"
1'-8"
1'-6"
" 0-' 1
1'-8"
" 6-' 2
1'-
0 "
1'-
6 "
1'-
6 "
1'-
0 "
3'-
8 "
" 8-' 3
" 8-' 3
" 8-' 3
3'-
8 "
6'-
0 1
/
4 "
" 2-' 93
7'-
1 0
"
" 4/ 1 1-' 03
7 0

7.3 9
s
q
ft
3 0'-
5 3
/
4 "
" 2/ 1 5-' 04
" 4/ 3 5-' 72
1 2'-
5 1
/
2 "

MAX CAPACITY
381 OCCUPANTS SIGN
“This door to remain unlocked
when building is occupied.”
“T
his
d
o
or to re
m
ain
u
nlo
c
k
e
d
w
h
e
n
b
uildin
g is
o
c
c
u
pie
d.”
114'-0"
O
F
FIC
E
M
E
N
S
R
O
O
M
W
O
M
A
N
S
R
O
O
M
J
A
NIT
O
R
S
C
L
O
S
E
T
RAB

RETNUOC
E
L
E
C. R
O
O
M
P
O
R
TA
B
L
E
S
TA
G
E
WATER

FOUNTAIN
R
O
O
F
A
C
C
E
S
S
D
A
N
C
E
F
L
O
O
R
LIQ. S
T
O
R
A
G
E
Waitin
g
A
r
e
a
B
A
R
RAB

RETNUOC
B
A
R
C
O
U
N
T
E
R
2 8
8 s
q. ft.

TABLES &
CHAIRS
"
N
O
T
A
S
TA
N
DIN
G
A
R
E
A
"
"NOT A STANDING AREA"
"NOT A STANDING AREA"
"NOT A STANDING AREA"
"
N
O
T
A
S
TA
N
DIN
G
A
R
E
A
"
1 NOTE:
(Accessory Occupancies) Accessory occupancies are
those occupancies that are ancillary to the main
occupancy of the building or portion thereof. No separation is required between accessory occupancies and the main
occupancy. (CBC Section 508.2, 508.2.4).
2022 CBC: (Fixed Seats) For areas having fixed seats, the occupant load shall be determined by the number of fixed seats. (CBC 1004.6)
(Door Opening Force) The opening force required for hinged interior and exterior doors other than fire doors shall be 5 pounds maximum. (CBC 11B-404.2.9)
(Door Lever Type) Provide lever type hardware for all doors that are equipped with a latch or locking device, and in a path of travel. (other than panic type). The hardware type should be identified within the drawing plans. (CBC 11B-309.4, 11B-404.2.7)
(Door Hardware) Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11B shall not require tight grasping, tight pinching or twisting of the wrist to operate. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. (CBC Section 1010.1.9.1,
11B-404.2.7)
(Panic Hardware – A Occupancy) Provide panic hardware on exit doors serving A- Occupancies where the occupant load served exceeds 50. Identify all panic hardware within the door schedule. (CBC 1010.1.10)
OCCUPANT LOAD FACTORS (SQ FT/OCC) PER SECTION 1004
ASSEMBLY W/O FIXED SEATS (TABLES AND CHAIRS) 15 NET
ASSEMBLY W/ FIXED SEATS (W/O TWO DIVIDING ARMS)) 1 OCC / 18” ASSEMBLY W/ FIXED SEATS (BOOTHS): 1 OCC / 24”
ASSEMBLY W/ FIXED SEATS: 1 OCC / SEAT
ASSEMBLY W/O FIXED SEATS (STANDING SPACE) 5 NET
AREAS
TABLES AND CHAIRS = 1200 SQ. FT.

BAR SEATS = 10
BOOTHS = 1188”
WAITING = 708
STAGE / DANCE FLOOR = 681 SQ. FT.

OCCUPANT LOADS
TABLES AND CHAIRS = 1200 / 15 80 OCC
BAR SEATS = 10 OCC
BOOTHS = 1188” / 24 50 OCC
WAITING = 708 / 5 142 OCC
STAGE = 288 / 15 20 OCC
DANCE FLOOR 394 / 5 79 OCC
TOTAL 381 OCC

Page 300 ends

Item 19.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
A-103C
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

W
E
N
D
E
L
L
W. V
E

TI H, A
R
C
H
TI E
C
T
#
C
5 2
9 7
8 0-3
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CENSED A RCH IT
ECT
S
T

A T E O F C A L I F O R
N I A
W
E N D E L L W . V E I T
H
NO. C5297
REN. 11-30-25
Floor Plan C
10 25
CONSULTANTS . . . . . . . . . . . . . . . .

DESIGN ARCHITECT:

Wendell W. Veith
80-300 Ullswater Dr.

Indio ca. 92203
760-953-4556
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E

W A L L L E G E N D

EXISTG WALLS

NEW DEMISING
WALLS
EXISTG

CMU WALLS
EXISTG
COLUMN
EXISTG
COLUMN

U FACTOR SHGC FIRE RATING
N/A
NOTES

O C C U P A N C Y L E G E N D
BAR OCCUPANCY / 150 PER SQ. FT.

WAITING AREA / 5 PER SQ. FT.

EXIT PATH OF TRAVEL

IDENTIFIED BY CONTRASTING

FLOORING
TABLES & CHAIRS / 15 PER SQ. FT.

DANCE FLOOR / 5 PER SQ. FT.

STAGE / 15 PER SQ. FT.
3 9

3.3 9
s
q
ft
2 8

8.0 0
s
q
ft
1 5

0.2 7
s
q
ft
932.68 sq ft
1 8

9.8 7
s
q
ft
1 6

2.8 9
s
q
ft
D
B
B
A
A
A
C
A
A
6 0"
6 0"
6 0"
1,0
3 7.3
2 s
q
ft
" 4/ 3 3-' 15
2 3'-
8 3
/
4 "
" 4/ 3 7-' 72
1 0'-
1 1
3 /
4 "
" 4-' 82
1 3'-
4 1
/
4 "
3'-
8 "
" 8-' 3
3'-
8 "
" 8-' 3
3'-
8 1
/
4 "
" 8-' 3
“This door to remain unlocked
when building is occupied.”
“T
his
d
o
or to re
m
ain
u
nlo
c
k
e
d
w
h
e
n
b
uildin
g is
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c
u
pie
d.”

MAX CAPACITY
403 OCCUPANTS SIGN
114'-0"
O
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FIC
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O
O
M
W
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A
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C
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RAB

RETNUOC
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C. R
O
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P
O
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TA
B
L
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S
TA
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WATER

FOUNTAIN
R
O
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S
S
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Waitin
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A
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a
B
A
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RAB

RETNUOC
B
A
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C
O
U
N
T
E
R
2 8
8 s
q. ft.

TABLES &
CHAIRS
TA
B
L
E
S
&
C
H
AIR
S
TA
B
L
E
S
&
C
H
AIR
S
"
N
O
T
A
S
TA
N
DIN
G
A
R
E
A
"
"NOT A STANDING AREA"
"NOT A STANDING AREA"
"NOT A STANDING AREA"
"
N
O
T
A
S
TA
N
DIN
G
A
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E
A
"
"
N
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T
A
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G
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A
"
1 NOTE:
(Accessory Occupancies) Accessory occupancies are
those occupancies that are ancillary to the main
occupancy of the building or portion thereof. No separation is required between accessory occupancies and the main
occupancy. (CBC Section 508.2, 508.2.4).
2022 CBC: (Fixed Seats) For areas having fixed seats, the occupant load shall be determined by the number of fixed seats. (CBC 1004.6)
(Door Opening Force) The opening force required for hinged interior and exterior doors other than fire doors shall be 5 pounds maximum. (CBC 11B-404.2.9)
(Door Lever Type) Provide lever type hardware for all doors that are equipped with a latch or locking device, and in a path of travel. (other than panic type). The hardware type should be identified within the drawing plans. (CBC 11B-309.4, 11B-404.2.7)
(Door Hardware) Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11B shall not require tight grasping, tight pinching or twisting of the wrist to operate. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. (CBC Section 1010.1.9.1,
11B-404.2.7)
(Panic Hardware – A Occupancy) Provide panic hardware on exit doors serving A- Occupancies where the occupant load served exceeds 50. Identify all panic hardware within the door schedule. (CBC 1010.1.10)
OCCUPANT LOAD FACTORS (SQ FT/OCC) PER SECTION 1004
ASSEMBLY W/O FIXED SEATS (TABLES AND CHAIRS) 15 NET
ASSEMBLY W/ FIXED SEATS (W/O TWO DIVIDING ARMS)) 1 OCC / 18” ASSEMBLY W/ FIXED SEATS (BOOTHS): 1 OCC / 24”
ASSEMBLY W/ FIXED SEATS: 1 OCC / SEAT
ASSEMBLY W/O FIXED SEATS (STANDING SPACE) 5 NET
AREAS
TABLES AND CHAIRS = 1286 SQ. FT.

BAR SEATS = 10
BOOTHS = 0"
WAITING = 1038
STAGE / DANCE FLOOR = 681 SQ. FT.

OCCUPANT LOADS
TABLES AND CHAIRS = 1286 / 15 86 OCC
BAR SEATS = 10 OCC
BOOTHS = 0” / 24 0 OCC
WAITING = 1038 / 5 208 OCC
STAGE = 288 / 15 20 OCC
DANCE FLOOR 394 / 5 79 OCC
TOTAL 403 OCC

Page 301 ends

Item 19.

S
HEETOF

SHEETTITLE

DESCRIPTION
PROJECTNO:

MODELFILE:

DRAWNBY:

CHK'DBY:

MARKDATEA
-105
Thursday,August22,2024
03282024
#ContactFull Name
BobSipovac
SipovacConstruction Inc.

VMPEventCenter. 04.11.24V27.pln
SCALE: WENDELL W. VE TI H, ARCH TI ECT #C5297
80-300 ULLSWATER DR., NI D OI , CA. 92203
TEL. 1-760-953-4556 E M- A LI - wvei ht [email protected]

L I CENSE
D
A

RCH IT ECT

S T A T
E
O
F
C
A
L
I

F O R N I A

W E N D E
L
L
W . V E I T H
NO. C5297
REN. 11-30-25
FloorDim1
125
CONSULTANTS................

DESIGNARCHITECT:

ParraConstruction
OWNER..................

DanielGlubaich
175EMainSt.

MorganHill,95037
760-567-2347
APN#603-310-005
LEGALADDRESS:

PORSEC32T5SR8E
"0-'6"0-'7"4-'81"0-'5"9-'05"0-'21
12'-7 3/4" 45'-0"
6'-7" 8'-1" 14'-7 3/4" 4'-11 1/4" 17'-5" 5'-6"
13'-4 1/4" 24'-0" 14'-3 3/4" 5'-6"
14'-8"
"6-'41"4-'61
"0-'21"4/16-'9"0-'3"4/33-'6"0-'5"9-'26
"11-'48"6-'3"8-'51"0-'6
5'-6"
4'-6"
1'-6"
1 05/10/24
1/4"=1'-0"

Page 302 ends

Item 19.

S
HEETOF

SHEETTITLE

DESCRIPTION
PROJECTNO:

MODELFILE:

DRAWNBY:

CHK'DBY:

MARKDATEA
-106
Thursday,August22,2024
03282024
#ContactFull Name
BobSipovac
SipovacConstruction Inc.

VMPEventCenter. 04.11.24V27.pln
SCALE: WENDELL W. VE TI H, ARCH TI ECT #C5297
80-300 ULLSWATER DR., NI D OI , CA. 92203
TEL. 1-760-953-4556 E M- A LI - wvei ht [email protected]

L I CENSE
D
A

RCH IT ECT

S T A T
E
O
F
C
A
L
I

F O R N I A

W E N D E
L
L
W . V E I T H
NO. C5297
REN. 11-30-25
ReflectedCeilingPlan
1225
CONSULTANTS................

DESIGNARCHITECT:

ParraConstruction
OWNER..................

DanielGlubaich
175EMainSt.

MorganHill,95037
760-567-2347
APN#603-310-005
LEGALADDRESS:

PORSEC32T5SR8E
(N)(N)(N)

HARD LID
8'-0" A.F.F.

F.S.K.
12'-0" A.F.F.

HARD LID
8'-0" A.F.F.

F.S.K.
12'-0" A.F.F.

T-BAR
8'-0" A.F.F.
(N)(N)(N)
(E) 6" x 29"
G.L.B.
(N)(N)(N)(N)
(N)
(N)(N)(N)(N)
(E) 6" x 29"
G.L.B.
(E) 6" x 29"
G.L.B.
(E) 6" x 29"
G.L.B.

CELINGMOUNTEDLIGHT
NEWHVACsuppliesandreturns
NEWHVACsupplies
(N)(N)
(N)
NEW2'X4' FLUORESCENTLIGHT
(N)

NEWFAN-FLUSHMOUNTEDIN

CEILING

NEWEXITSIGN

NEWEMERGENCYEXITLIGHTING

W/BATTERYBACKUP
(N)
(N)
LEGEND
1 05/10/24

LOCALVENTILATIONRATESUMMARY
BATHROOMFANFLOW(EF-1)=80CFM
NUMBEROFNEWBATHROOMS=2
DUCTSIZE=4INCHES

MAXIMUMALLOWABLE
DUCTLENGHT=70FT

Page 303 ends

Item 19.

S
HEETOF

SHEETTITLE

DESCRIPTION
PROJECTNO:

MODELFILE:

DRAWNBY:

CHK'DBY:

MARKDATEA
-107
Thursday,August22,2024
03282024
#ContactFull Name
BobSipovac
SipovacConstruction Inc.

VMPEventCenter. 04.11.24V27.pln
SCALE: WENDELL W. VE TI H, ARCH TI ECT #C5297
80-300 ULLSWATER DR., NI D OI , CA. 92203
TEL. 1-760-953-4556 E M- A LI - wvei ht [email protected]

L I CENSE
D
A

RCH IT ECT

S T A T
E
O
F
C
A
L
I

F O R N I A

W E N D E
L
L
W . V E I T H
NO. C5297
REN. 11-30-25
RoofPlan1
325
CONSULTANTS................

DESIGNARCHITECT:

ParraConstruction
OWNER..................

DanielGlubaich
175EMainSt.

MorganHill,95037
760-567-2347
APN#603-310-005
LEGALADDRESS:

PORSEC32T5SR8E
WP
GFI W
P
GFI W
P
GFI WP GFI WP GFI WP GFI 20'-9" " 0-' 22 " 0-' 22 " 11-' 22 "01-'12
Bathroom Exhaust Vents
Bathroom Exhaust Vents
(N) CONDENSATE LINE
3/4" TYPE PVC SCH 40

SECONDARY DRAIN

OVER DOOR (N)

SECONDARY DRAIN

OVER DOOR N( )

SECONDARY DRAIN

OVER DOOR (N) SECONDARY DRAIN

OVER DOOR (N)

SECONDARY DRAIN

OVER DOOR (N)

SECONDARY DRAINOVER DOOR N( )
(N) CONDENSATE LINE
3/4" TYPE PVC SCH 40
(N) CONDENSATE LINE
3/4" TYPE PVC SCH 40
(N) CONDENSATE LINE3/4" TYPE PVC SCH 40(N) CONDENSATE LINE3/4" TYPE PVC SCH 40 RO

OFACCESS
H

ATCH

EQUIPMENT SCREEN

EQUIPMENT SCREENEQUIPMENT SCREEN

EQUIPMENT SCREENEQUIPMENT SCREEN
EQUIP. SCREEN GATE
(N). HVAC
(N). CURB
(N) 5 TON #5
(N). HVAC
(N). CURB
(N) 5 TON #2
(N). HVAC
(N). CURB
(N) 5 TON #3
(N). HVAC
(N). CURB
(N) 5 TON #5
(N). HVAC
(N). CURB
(N) 5 TON #4
1/4" PER FT.

SLOPE
1/4" PER FT.

SLOPE
EXISTING 4'' DIA. ROOF DRAIN W/
4'' DIA. OVERFLOW DRAIN
EXISTING 4'' DIA. ROOF DRAIN W/
4'' DIA. OVERFLOW DRAIN
(N). HVAC
(N). CURB
(N) 3 TON #6
(E) 6" x 29"
G.L.B.
(E) 6" x 29"
G.L.B.
(E) 6" x 29"
G.L.B.
(E) 6" x 29"
G.L.B.
2x12 @ 24" O.C. D.F. SS
2x12 @ 24" O.C. D.F. SS
2x12 @ 24" O.C. D.F. SS
2x12 @ 24" O.C. D.F. SS
2x12 @ 24" O.C. D.F. SS
05/10/24
15 UNIT DIMENSIONAL DRAWING - UNIT SIZES 04-06 CORNER WEIGHTS AND CLEARANCES 14 UNIT DIMENSIONAL DRAWING - UNIT SIZES 04-06 BACK VIEW AND CONDENSATE DRAIN LOCATION Base unit dimensions (cont)

AMERICAN WOOD COUNCIL
PRESCRIPTIVE DESIGN 3
WOOD FRAME CONSTRUCTION MANUAL 303
Table 3.26A Rafter Spans for Common Lumber Species
(Ceiling Not Attached to Rafters) Live Load = 20 psf, L/'LL = 180 LL = 20 psf
L/∆LL = 180
2x4 2x6 2x8 2x10 2x12 2x4 2x6 2x8 2x10 2x12
Joist Spacing
(in.) Species Grade (ft-in.) (ft-in.) (ft-in.) (ft-in.) (ft-in.) (ft-in.) (ft-in.) (ft-in.) (ft-in.) (ft-in.) Douglas Fir-Larch SS 11 - 6 18 - 0 23 - 9 26-0† 26-0† 11 - 6 18 - 0 23 - 9 26-0† 26-0† Douglas Fir-Larch No.1 11 - 1 17 - 4 22 - 5 26-0† 26-0† 10 - 6 15 - 4 19 - 5 23 - 9 26-0† Douglas Fir-Larch No.2 10 - 10 16 - 10 21 - 4 26-0† 26-0† 10 - 0 14 - 7 18 - 5 22 - 6 26-0† Douglas Fir-Larch No.3 8 - 9 12 - 10 16 - 3 19 - 10 23 - 0 7 - 7 11 - 1 14 - 1 17 - 2 19 - 11 Hem-Fir SS 10 - 10 17 - 0 22 - 5 26-0† 26-0† 10 - 10 17 - 0 22 - 5 26-0† 26-0† Hem-Fir No.1 10 - 7 16 - 8 22 - 0 26-0† 26-0† 10 - 4 15 - 2 19 - 2 23 - 5 26-0† Hem-Fir No.2 10 - 1 15 - 11 20 - 8 25 - 3 26-0† 9 - 8 14 - 2 17 - 11 21 - 11 25 - 5 Hem-Fir No.3 8 - 7 12 - 6 15 - 10 19 - 5 22 - 6 7 - 5 10 - 10 13 - 9 16 - 9 19 - 6 Southern Pine SS 11 - 3 17 - 8 23 - 4 26-0† 26-0† 11 - 3 17 - 8 23 - 4 26-0† 26-0† Southern Pine No.1 10 - 10 17 - 0 22 - 5 26-0† 26-0† 10 - 6 15 - 8 19 - 10 23 - 2 26-0† Southern Pine No.2 10 - 4 15 - 7 19 - 8 23 - 5 26-0† 9 - 0 13 - 6 17 - 1 20 - 3 23 - 10 Southern Pine No.3 8 - 0 11 - 9 14 - 10 18 - 0 21 - 4 6 - 11 10 - 2 12 - 10 15 - 7 18 - 6 Spruce-Pine Fir SS 10 - 7 16 - 8 22 - 0 26-0† 26-0† 10 - 7 16 - 8 21 - 9 26-0† 26-0† Spruce-Pine Fir No.1 10 - 4 16 - 3 21 - 0 25 - 8 26-0† 9 - 10 14 - 4 18 - 2 22 - 3 25 - 9 Spruce-Pine Fir No.2 10 - 4 16 - 3 21 - 0 25 - 8 26-0† 9 - 10 14 - 4 18 - 2 22 - 3 25 - 9 Spruce-Pine Fir No.3 8 - 7 12 - 6 15 - 10 19 - 5 22 - 6 7 - 5 10 - 10 13 - 9 16 - 9 19 - 6 Douglas Fir-Larch SS 10 - 5 16 - 4 21 - 7 26-0† 26-0† 10 - 5 16 - 3 20 - 7 25 - 2 26-0† Douglas Fir-Larch No.1 10 - 0 15 - 4 19 - 5 23 - 9 26-0† 9 - 1 13 - 3 16 - 10 20 - 7 23 - 10 Douglas Fir-Larch No.2 9 - 10 14 - 7 18 - 5 22 - 6 26-0† 8 - 7 12 - 7 16 - 0 19 - 6 22 - 7 Douglas Fir-Larch No.3 7 - 7 11 - 1 14 - 1 17 - 2 19 - 11 6 - 7 9 - 8 12 - 2 14 - 11 17 - 3 Hem-Fir SS 9 - 10 15 - 6 20 - 5 26-0† 26-0† 9 - 10 15 - 6 19 - 11 24 - 4 26-0† Hem-Fir No.1 9 - 8 15 - 2 19 - 2 23 - 5 26-0† 9 - 0 13 - 1 16 - 7 20 - 4 23 - 7 Hem-Fir No.2 9 - 2 14 - 2 17 - 11 21 - 11 25 - 5 8 - 5 12 - 3 15 - 6 19 - 0 22 - 0 Hem-Fir No.3 7 - 5 10 - 10 13 - 9 16 - 9 19 - 6 6 - 5 9 - 5 11 - 11 14 - 6 16 - 10 Southern Pine SS 10 - 3 16 - 1 21 - 2 26-0† 26-0† 10 - 3 16 - 1 21 - 2 25 - 7 26-0† Southern Pine No.1 9 - 10 15 - 6 19 - 10 23 - 2 26-0† 9 - 1 13 - 7 17 - 2 20 - 1 23 - 10 Southern Pine No.2 9 - 0 13 - 6 17 - 1 20 - 3 23 - 10 7 - 9 11 - 8 14 - 9 17 - 6 20 - 8 Southern Pine No.3 6 - 11 10 - 2 12 - 10 15 - 7 18 - 6 6 - 0 8 - 10 11 - 2 13 - 6 16 - 0 Spruce-Pine Fir SS 9 - 8 15 - 2 19 - 11 25 - 5 26-0† 9 - 8 14 - 10 18 - 10 23 - 0 26-0† Spruce-Pine Fir No.1 9 - 5 14 - 4 18 - 2 22 - 3 25 - 9 8 - 6 12 - 5 15 - 9 19 - 3 22 - 4 Spruce-Pine Fir No.2 9 - 5 14 - 4 18 - 2 22 - 3 25 - 9 8 - 6 12 - 5 15 - 9 19 - 3 22 - 4 Spruce-Pine Fir No.3 7 - 5 10 - 10 13 - 9 16 - 9 19 - 6 6 - 5 9 - 5 11 - 11 14 - 6 16 - 10 Douglas Fir-Larch SS 9 - 10 15 - 5 20 - 4 25 - 11 26-0† 9 - 10 14 - 10 18 - 10 23 - 0 26-0† Douglas Fir-Larch No.1 9 - 5 14 - 0 17 - 9 21 - 8 25 - 2 8 - 4 12 - 2 15 - 4 18 - 9 21 - 9 Douglas Fir-Larch No.2 9 - 1 13 - 3 16 - 10 20 - 7 23 - 10 7 - 10 11 - 6 14 - 7 17 - 10 20 - 8 Douglas Fir-Larch No.3 6 - 11 10 - 2 12 - 10 15 - 8 18 - 3 6 - 0 8 - 9 11 - 2 13 - 7 15 - 9 Hem-Fir SS 9 - 3 14 - 7 19 - 2 24 - 6 26-0† 9 - 3 14 - 4 18 - 2 22 - 3 25 - 9 Hem-Fir No.1 9 - 1 13 - 10 17 - 6 21 - 5 24 - 10 8 - 2 12 - 0 15 - 2 18 - 6 21 - 6 Hem-Fir No.2 8 - 8 12 - 11 16 - 4 20 - 0 23 - 2 7 - 8 11 - 2 14 - 2 17 - 4 20 - 1 Hem-Fir No.3 6 - 9 9 - 11 12 - 7 15 - 4 17 - 9 5 - 10 8 - 7 10 - 10 13 - 3 15 - 5 Southern Pine SS 9 - 8 15 - 2 19 - 11 25 - 5 26-0† 9 - 8 15 - 2 19 - 7 23 - 4 26-0† Southern Pine No.1 9 - 3 14 - 3 18 - 1 21 - 2 25 - 2 8 - 4 12 - 4 15 - 8 18 - 4 21 - 9 Southern Pine No.2 8 - 2 12 - 3 15 - 7 18 - 6 21 - 9 7 - 1 10 - 8 13 - 6 16 - 0 18 - 10 Southern Pine No.3 6 - 4 9 - 4 11 - 9 14 - 3 16 - 10 5 - 6 8 - 1 10 - 2 12 - 4 14 - 7 Spruce-Pine Fir SS 9 - 1 14 - 3 18 - 9 24 - 0 26-0† 9 - 1 13 - 7 17 - 2 21 - 0 24 - 4 Spruce-Pine Fir No.1 8 - 10 13 - 1 16 - 7 20 - 3 23 - 6 7 - 9 11 - 4 14 - 4 17 - 7 20 - 4 Spruce-Pine Fir No.2 8 - 10 13 - 1 16 - 7 20 - 3 23 - 6 7 - 9 11 - 4 14 - 4 17 - 7 20 - 4 Spruce-Pine Fir No.3 6 - 9 9 - 11 12 - 7 15 - 4 17 - 9 5 - 10 8 - 7 10 - 10 13 - 3 15 - 5 Douglas Fir-Larch SS 9 - 1 14 - 4 18 - 10 23 - 9 26-0† 9 - 1 13 - 3 16 - 10 20 - 7 23 - 10 Douglas Fir-Larch No.1 8 - 7 12 - 6 15 - 10 19 - 5 22 - 6 7 - 5 10 - 10 13 - 9 16 - 9 19 - 6 Douglas Fir-Larch No.2 8 - 2 11 - 11 15 - 1 18 - 5 21 - 4 7 - 0 10 - 4 13 - 0 15 - 11 18 - 6 Douglas Fir-Larch No.3 6 - 2 9 - 1 11 - 6 14 - 1 16 - 3 5 - 4 7 - 10 10 - 0 12 - 2 14 - 1 Hem-Fir SS 8 - 7 13 - 6 17 - 10 22 - 9 26-0† 8 - 7 12 - 10 16 - 3 19 - 10 23 - 0 Hem-Fir No.1 8 - 5 12 - 4 15 - 8 19 - 2 22 - 2 7 - 4 10 - 9 13 - 7 16 - 7 19 - 3 Hem-Fir No.2 7 - 11 11 - 7 14 - 8 17 - 10 20 - 9 6 - 10 10 - 0 12 - 8 15 - 6 17 - 11 Hem-Fir No.3 6 - 1 8 - 10 11 - 3 13 - 8 15 - 11 5 - 3 7 - 8 9 - 9 11 - 10 13 - 9 Southern Pine SS 8 - 11 14 - 1 18 - 6 23 - 8 26-0† 8 - 11 13 - 10 17 - 6 20 - 10 24 - 8 Southern Pine No.1 8 - 7 12 - 9 16 - 2 18 - 11 22 - 6 7 - 5 11 - 1 14 - 0 16 - 5 19 - 6 Southern Pine No.2 7 - 4 11 - 0 13 - 11 16 - 6 19 - 6 6 - 4 9 - 6 12 - 1 14 - 4 16 - 10 Southern Pine No.3 5 - 8 8 - 4 10 - 6 12 - 9 15 - 1 4 - 11 7 - 3 9 - 1 11 - 0 13 - 1 Spruce-Pine Fir SS 8 - 5 13 - 3 17 - 5 21 - 8 25 - 2 8 - 4 12 - 2 15 - 4 18 - 9 21 - 9 Spruce-Pine Fir No.1 8 - 0 11 - 9 14 - 10 18 - 2 21 - 0 6 - 11 10 - 2 12 - 10 15 - 8 18 - 3 Spruce-Pine Fir No.2 8 - 0 11 - 9 14 - 10 18 - 2 21 - 0 6 - 11 10 - 2 12 - 10 15 - 8 18 - 3 Spruce-Pine Fir No.3 6 - 1 8 - 10 11 - 3 13 - 8 15 - 11 5 - 3 7 - 8 9 - 9 11 - 10 13 - 9 †
12 16

19.2 See footnotes 1-3.

Dead Load = 10 psf Dead Load = 20 psf
Spans are limited to 26 feet in length.
24 Maximum Rafter Spans1,2,3
Copyright © American Wood Council. Downloaded/printed pursuant to License Agreement. No reproduction or transfer authorized. 1" 1 1/2" 1" B B C 1" 1 1/2" 1" 10" MIN. EQ

STRINGER

PER DET
4x4 MIN.(D.F.#2)

NEWEL POST

PLYWOOD
TREADS
1/4"ø x5"

LAG SCREWS B B C
1/4"ø x5"

LAG SCREWS

SHEAR TRANSFER DETAIL

ROOF SHEATHING

PER PLAN

CANTILEVER

TRUSS PER PLAN

SHEAR PANEL
TYPE 1 (U.N.O.).
2x BLOCKING
W/E.N.

E.N.

PARAPET

BY TRUSS
E.N.

E.N.

DBL TOP PLATES
2x PLATE W/ 16d's @ 6" O.C.

WHERE HDR OCCURS

SEE PLAN
(MIN.TYPE 1)
E.N.

HDR PER PLAN
(WHERE OCCURS)

SHEAR BLOCKS BY TRUSS

ENGINEER (MATCH CAPACITY OF
SHEAR PANEL BELOW) (MIN 260 PLF)

SIMPSON
A35 PER

SHEAR WALL

SCHEDULE
(MAX 24" O/C)
SIMPSON H1 (U.N.O.)
E.N.
2x FLAT BLK'G
E.N.

TYPE 1
(U.N.O.)
E.N.
2x FLAT BLOCKING
16d'S @
6" O/C

PARAPET
(SEE DETAIL 13/SD2)
TYPE 1
(U.N.O.)
E.N.

DBL TOP PLATES
2x STUD WALL
16d'S @
6" O/C

ROOF SCREEN CONNECTION DETAIL
9x5x1/4" THK

BASE PLATE

ROOF TRUSS
(2) 3/4" Ø BOLT

W/ WASHERS &

NUTS AS SHOWN
CONT. ROOF

SHEATHING
SIMPSON A35 EACH SIDE
OF BLOCK (TYP.)
4X8 FLAT BLOCKING W/E.N.

INLINE W/ ROOF SCREEN SUPPORTS
[MIN. 8FT]{SHOULD EXTEND
ONE BAY PAST SUPPORT}
SIMSPON CS14 STRAP OVER

ENTIRE LENGTH OF BLOCKING

ROOF TRUSS
(2) 3/4" Ø BOLT

W/ WASHERS &

NUTS AS SHOWN
[TYPICAL]
CONT. ROOF

SHEATHING
SIMPSON A35 EACH SIDE
OF BLOCK (TYP.)
4x8 FLAT BLOCKING UNDER

VERTICAL SUPPORT & DIAGONAL
BRACE SUPPORT[48" O/C TYPICAL]
{TO RECEIVE (4) 16d's @ EA END FROM TRUSS]

PARALLEL CONDITION

PERPENDICULAR CONDITION
(2) 3/4" Ø BOLT

W/ WASHERS &

NUTS AS SHOWN
[TYPICAL]
3/16
3/16" END CAP
3/16
HSS 2x2x3/16" ROOF SCREEN
DIAGONAL BRACE @ 96" O/C
9x5x1/4" THK

BASE PLATE
9x5x1/4" THK

BASE PLATE
CONT. HSS 2x2x3/16" ROOF SCREEN
HORIZONTAL ELEMENT{TOP & BOTTOM}
3/16
3/16
3/16
3/16
HSS 2x2x3/16" ROOF SCREEN
VERTICAL ELEMENT @ 48" O/C

ROOF SCREEN (BY OTHERS)
[CONNECTION TO FRAME BY
OTHERS]
45° 45°
6"
6"
36"
MIN. 12"
MAX 24"
3/16" END CAP
3/16
HSS 2x2x3/16" ROOF SCREEN
DIAGONAL BRACE @ 96" O/C
CONT. HSS 2x2x3/16" ROOF SCREEN
HORIZONTAL ELEMENT{TOP & BOTTOM} 3/16
3/16
3/16
HSS 2x2x3/16" ROOF SCREEN
VERTICAL ELEMENT @ 48" O/C

ROOF SCREEN (BY OTHERS)
[CONNECTION TO FRAME BY
OTHERS] 9x5x1/4" THK

BASE PLATE
(4) 16d's @ EACH

END OF BLOCK
[TYPICAL]
NOTE:
-TRUSS DESIGNER TO CONSIDER 1200 LBS AXIAL WIND LOAD (UP & DOWN) AT BRACE SUPPORT CONNECTION -TRUSS DESIGNER TO CONSIDER 75 PLF DEAD LOAD FOR VERTICAL SUPPORT CONNECTION

SHEAR TRANSFER

FLOOR TRUSS

PER PLAN
CONT. FLOOR

SHEATHING

CL'G BM PER PLAN
MAX 48"
SIMPSON A35

PER TABLE
2x MEMBER,IF TALLER THAN 12"
THEN CAN USE SHEAR TRUSS MIN.200 PLF
E.N.

SHEAR BLOCKING
W/ E.N. @ 48" O.C.

SHEAR WALL PER PLAN
(WHERE OCCURS)
A35 @ 24" O.C. BAC
A35 @ 12" O.C.

HGA10KT @ 8" O.C.
2x SILL PLATE W/ 16d'S PER SHEAR
WALL SCHEDULE (MAX. 6" O/C)

STAIR DETAILS

STRINGERS
MAX.

SPAN
14'-0"
12'-0"
10'-0"
8'-0" 2x14 @ 12" O/C
2x16 @ 12" O/C
1 3/4" x 16" MICROLAM PER ARCH'L
PER
ARCH'L
2x4 P.T. PLATE (SEE
SN-1) ANCHORED WITH
SIMP. PHNW-72 SHOT
PINS 0.145ø w/ 3/4" MIN.

EMBED INTO CONC
@ 24"o.c. MAX. SECURE
STRINGER TO 2x4 PLATE
w/(3)16d TOE NAILS

PRESSURE TREATED
PLYWOOD SHIM w/ MIN.
(2)SIMP. PHNW-72 SHOT
PINS 0.145ø w/ 3/4" MIN.

EMBED INTO CONCRETE.
22GA SHEET METAL OR

WATER PROOF MEMBRANT

CAN BE USED AS AN ALTERNATE

PLYWOOD TREADS &
RISERS (MIN. 3/4")

PLYWOOD

SUBFLOOR
DBL. JOIST

OR BLOCKING
CONT. 2x PLATE
w/ 16d @ 8"o.c.

SEE TABLE. SPANS

ARE HORIZONTAL
PROJECTION LENGTH.
(ALT. LSL STRINGERS
OF THE SAME SIZES w/
Fb=1700psi (MIN.),
Fv=400psi (MIN.), &
E=1.3x10 psi (MIN.)

CAN BE USED

PLYWOOD TREADS
& RISERS (MIN. 3/4")
SIMPSON THA213, ALT.
(1)A35 EA. SIDE UP TO
MAX. 12'-0" SPAN*. USE
THA218/THA218-2
FOR 2x16/(2)2x16
2x6 LEDGER w/
(4)16d PER STUD
@ WALL CONDITION

APPROVED METAL

HANGERS OR
(1)A35 EACH SIDE
SEE TABLE. SPANS ARE HORIZONTAL
PROJECTION LENGTH. (ALT. LSL
STRINGERS OF THE SAME SIZES w/
Fb=1700psi (MIN.),Fv=400psi (MIN.),&
E=1.3x10 psi (MIN.) CAN BE USED

DOUBLE JOIST

OR HEADER
5 1/4" MIN. FOR 2x12,
7 1/4" MIN. FOR 2x14
& 9 1/4" FOR 2x16 @

NOTCH NO OVERCUT
@ 16" O/C
1 3/4" x 16" MICROLAM
@ 12" O/C
END LENGTH. END LENGTH. END LENGTH.

STUD, POST OR TRIMMER PER TABLE BELOW. DBL.

STUDS & STRAPS @ CONDITION "B"&"C" PROVIDE
EDGE NAILING OF SHEAR PANEL ALONG ALL STUDS.

REFER TO PLANS & TABLE BELOW FOR
STRAP, # OF NAILS & END LENGTH AT
EA. END. (2) ROWS OF NAILS EA. STRAP.

DOUBLE TOP PLATE.

PROVIDE MIN. END DISTANCE
OF 1 5/8" FOR 16d NAILS.

SOLID RIM OR BLKG. SAME WIDTH AS POST
ABV. & BLW. @ LOCATION OF STRAP. WHEN
W/FLOOR. TRUSS, PROVIDE WEB FILLERS AS
NEEDED TO RECEIVE NAILING FROM STRAP.

SEE PLAN FOR
SHEAR WALL.

FLOOR SHTG. SEE PLAN.

STUD, POST OR TRIMMER PER TABLE
BELOW. DBL. STUDS & STRAPS @
CONDITION "B"&"C" PROVIDE EDGE NAILING
OF SHEAR PANEL ALONG ALL STUDS.

REFER TO PLANS & TABLE BELOW FOR
STRAP, # OF NAILS & END LENGTH AT
EA. END. (2) ROWS OF NAILS EA. STRAP.

LINE OF BLKG. UNDER SHEAR WALL.

CLEAR SPAN
2X SILL PLATE
STUD, POST OR TRIMMER PER TABLE BELOW. DBL.

STUDS & STRAPS @ CONDITION "B"&"C" PROVIDE
EDGE NAILING OF SHEAR PANEL ALONG ALL STUDS.

SHEAR TRANSFER DETAIL

ROOF SHEATHING

PER PLAN

CANTILEVER

TRUSS PER PLAN

SHEAR PANEL
TYPE 1 (U.N.O.).
2x BLOCKING W/E.N.

E.N.

PARAPET BY TRUSS
E.N.

E.N.

DBL TOP PLATES
2x PLATE W/ 16d's @ 6" O.C.

WHERE HDR OCCURS
SEE PLAN (MIN.TYPE 1)
E.N.

HDR PER PLAN (WHERE

OCCURS)

SHEAR BLOCKS BY TRUSS

ENGINEER (MATCH CAPACITY OF
SHEAR PANEL BELOW) (MIN 260 PLF)
SIMPSON A35 PER

SHEAR WALL SCHEDULE
(MAX 24" O/C)
SIMPSON H1 (U.N.O.)
E.N.
2x FLAT BLK'G
E.N.

TYPE 1
(U.N.O.)
E.N.
2x FLAT BLOCKING
16d'S @
6" O/C

PARAPET
(SEE DETAIL 13/SD2)
CONT. FLOOR

SHEATHING

PER PLAN

SHEAR BLOCKS BY TRUSS

ENGINEER (MATCH CAPACITY OF
SHEAR PANEL BELOW) (MIN 260 PLF)
2x
WALL
E.N.

PER PLAN
2x SILL PLATE W/ 16d'S PER SHEAR
WALL SCHEDULE (MAX. 6" O/C)
E.N.

TYPE 1
(U.N.O.)
2x STUDS
TAIL
CONT. ROOF

SHEATHING

OOF TRUSS
SIMPSON CS16 STRAP

OVER ENTIRE LENGTH

OF BLOCKING
3 BAYS, 2x BLOCKING
W/ E.N.

CONT. ROOF

SHEATHING

OOF TRUSS
SIMPSON CS16

STRAP OVER ENTIRE

LENGTH OF BUILDING
3 BAYS, 2x BLOCKING
W/ E.N.
2 56
89 11
14 NAME:

LITTLE MORONGO,

T HOT SPRINGS, CA
A.B. ANCHOR BOLT
ABV. ABOVE
BAR. REINF. BAR
BK'G. BLOCKING
BLW. BELOW
BM. BEAM
B.N. BOUNDARY NAIL
B.O.B BOTTOM OF BEAM
B.O.T BOTTOM OF TRUSS
B.W. BOTH WAYS
CF. CONTINUOUS FOOTING
CJ. CEILING JOIST
COL. COLUMN
CONC. CONCRETE
CONT. CONTINUOUS
D. DEPTH
DBL. DOUBLE
D.F. DOUGLAS FIR
DIA. DIAMETER
(E) EXISTING
E.W. EACH WAY
E.J. EXPANSION JOINT
E.N. EDGE NAIL
F.G. FINISH GRADE
F.H. FULL HEIGHT
F.J. FLOOR JOIST
FL. FLUSH
FMG. FRAMING
F.N. FIELD NAIL
F.O.C. FACE OF CONCRETE
F.O.S. FACE OF STUDS
FTG. FOOTING
GALV. GALVANIZED
GLB. GLUE-LAMINATED BEAM
GR.BM. GRADE BEAM
H. HIGH
HDR. HEADER

HFX HARDY FRAME
HGT. HEIGHT
HORIZ. HORIZONTAL
K.P. KING POST
L. LOW
LG. LENGTH
LT.WT. LIGHT WEIGHT
L.V.L. LAMINATED VENEER LUMBER
MAS. MASONRY
M.B. MACHINE BOLT
MLB. MICRO=LAM BEAM
(N) NEW
N.G. NATURAL GRADE

O/C ON CENTER
PLWD. PLYWOOD
P.T. PRESSURE TREATED
REINF. REINFORCING

REQ'D REQUIRED
RF. ROOF
RR. ROOF RAFTER
T.O.B. TOP OF BEAM
V.I.F. VERIFY IN FIELD

FLOOR/ROOF

SHEATHING
2x PLATE
W/ 16d's PER SHEAR WALL
SCHEDULE (MAX. 6" O/C)
2x @ 16" O/C

SEE PLAN
L
(2) 1/4" DIAM.
x8" SDS
SCREWS @
EACH

CONNECTION
[TYPICAL]
ROOF

SHEATHING
15 SHEAR TRANSFER DETAIL
E.N.

FLOOR TRUSS

SHEAR TRUSS PER PLAN
FLOOR TRUSS (MIN. 200 PLF)
4x6 UNDER WALL ABOVE
E.N.
16d'S PER SHEAR WALL SCHEDULE
(MATCH SPACING OF S.W. TYPE
ABOVE) [MAX. 4" O/C]
CONT. FLOOR

SHEATHING

PER PLAN
2x SILL W/ 16d'S PER SHEAR
WALL SCHEDULE (MAX. 4" O/C)
2x STUD WALL
E.N.

DBL TOP PLATES
2x STUD WALL

PER PLAN
SIMPSON A35 PER SHEAR WALL SCHEDULE
(MATCH SPACING OF S.W. TYPE BELOW)
[MAX. 16" O/C]
2x DIAGONAL BRACE
(SEE DETAIL 2/SD2)
1 1
1 1
RoofScreen
A-106
1 A-106
1 1/4"=1'-0"
A=7'-
0"
B
=5'-6
"

38.5S
Q.FT.AT
HVACF

OOTPRIN
T
770#A
LLOWA
BLE
DEADL
OADAT
HVAC
A
REA
HVAC
CURB

Page 304 ends

Item 19.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
A-108
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

W
E
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D
E
L
L
W. V
E

TI H, A
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C
H
TI E
C
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#
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5 2
9 7
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CENSED A RCH IT
ECT
S
T

A T E O F C A L I F O R
N I A
W
E N D E L L W . V E I T
H
NO. C5297
REN. 11-30-25
Accessibility Details
14 25
CONSULTANTS . . . . . . . . . . . . . . . .

DESIGN ARCHITECT:

Wendell W. Veith
80-300 Ullswater Dr.

Indio ca. 92203
760-953-4556
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E
33"-36"
17"-19"
19" MIN.
7"-9"
42" MIN
12"
40" M
A
X
36" MIN.
12" 24"
54" MIN.

ALL DISPENSERS
40" MAX TO HIGHEST

OPERABLE PART

REAR GRAB BAR ALLOWED
36" A.F.F. AT TANK-TYPE TOILET
MAX

GRAB BAR
MIN. MIN.

CL
CL

REAR WALL ELEVATION

SIDE WALL ELEVATION
33"-36"
CL
12"
1/4"
58"-60"
The color of the triangle
symbol shall contrast with
the color of the circle
symbol, either light on a
dark background or dark
on a light background.

The color of the circle
symbol shall contrast with
the color of the door or
surface on which the
combined circle and
triangle symbol is
mounted, either light on a
dark background or dark
on a light background
Geometric symbols at
entrances to toilet and
bathing rooms shall be
mounted at 58 inches
(1473 mm) minimum
and 60 inches (1524
mm) maximum above
the finish floor or ground
surface measured from
the centerline of the
symbol. Where a door is
provided the symbol
shall be mounted within
1 inch (25 mm) of the
vertical centerline of the
door.
34" M
A
X
9" MIN.
27" MIN.
29" MIN.
40" M
A
X
17"
6" MAX
8" MIN.
18"
17" MIN.
30" MIN.
48" MIN.
19" MAX

KNEE CLEARANCE

TOE CLEARANCE

BOTTOM OF MIRROR
MIN.

CL
CLEAR
FLOOR
SPACE

PIPE PROTECTION
COVER
11B-306.2 Toe Clearance 7/27/21, 11:40 AM
https://up.codes/viewer_export/juris_key/california/pub/int_building_code_2018/ref/new_11B-306.2 Page 1 of 1 11B-306.2 Toe Clearance
FIGURE 11B-306.2

TOE CLEARANCE
11B-306.2.1 General
Space under an element between the finish floor or ground and 9 inches (229 mm) above the finish floor or ground shall be considered toe clearance and shall comply with Section 11B-306.2. 11B-306.2.2 Maximum Depth
Toe clearance shall extend 25 inches (635 mm) maximum under an element.

Exception: Toe clearance shall extend 19 inches (483 mm) maximum under lavatories required to be accessible by Section 11B-213.3.4.
11B-306.2.3 Minimum Required Depth
Where toe clearance is required at an element as part of a clear floor space, the toe clearance shall extend 17 inches (432 mm) minimum under the element.

Exceptions:

1. The toe clearance shall extend 19 inches (483 mm) minimum under sinks required to be accessible by Section 11B-212.3.

2. The toe clearance shall extend 19 inches (483 mm) minimum under built-in dining and work surfaces required to be accessible.
11B-306.2.4 Additional Clearance
Space extending greater than 6 inches (152 mm) beyond the available knee clearance at 9 inches (229 mm) above the finish floor or ground shall not be considered toe clearance. 11B-306.2.5 Width
Toe clearance shall be 30 inches (762 mm) wide minimum.

SIGNS
_____________________________________________________________ 308 The CalDAG™ - California Disabled Accessibility Guidebook ©2019 Michael P. Gibbens

INTERNATIONAL SYMBOL OF ACCESSIBILITY
J. The International Symbol of Accessibility consists of a white figure on a blue background. The blue shall be equal to Color No. 15090 in Federal Standard 595C. 11B-216.8, 11B-703.7.2.1 216.8, 703.7.2.1

EXCEPTION
The appropriate enforcement agency may approve other colors to compliment decor or unique design. The symbol contrast shall be light on dark or dark on light. 11B-703.7.2.1

DESIGNATIONS
Interior and exterior signs identifying permanent rooms and spaces shall comply with the Section 30 requirements for SIGNS, RAISED CHARACTERS, BRAILLE and VISUAL CHARACTERS. Where pictograms are provided as designations of permanent rooms and spaces, the pictograms shall comply and shall have text descriptions with compliant RAISED AND VISUAL CHARACTERS. 11B-216.2 216.2 Fig. CD-30GA

EXCEPTION
Exterior signs that are not located at the door to the space they serve shall not be required to have compliant Raised Characters. 5/8 MIN

UPPERCASE

CHARACTERS
1st FLOOR
1/32

CORRESPONDING

GRADE II BRAILLE
MEN
58 - 60

ACCESSIBLE

RESTROOMS
WALL-SIGNAGE (TYP.)
DOOR MOUNTED SIGNAGE (TYP.)
NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT
REQUIRED ON DOOR-MOUNTED SIGNAGE.
12 12

MEN WOMEN UNISEX RESTROOMS

DOOR-MOUNTED

SIGNAGE
2 MAX
RAISED

LETTERING
Fig, CD-30GA
Toilet and Bathing Facility Signs
Copyright © 2019 Michael P. Gibbens. ALL RIGHTS RESERVED. Accessed by Bob Sipovac ([email protected]), (-) Order Number #101333550 on Jul 26, 2022 10:52 AM (PDT) pursuant to License Agreement with Michael P. Gibbens. No further reproduction, no
101333550
A
17"-18" 18"
24"
6 0" MIN
48" MIN.
18"
3 2" MIN.
12"
54" MIN.

MIN. MIN.

MIN.

C
L
E
A
R
CL
CL
60"
MIN.

DIA. CLEAR
MAX
1'-0"
1 05/10/24
1 1/2"
WALL
1 1/4" TO 1 1/2"

NOMINAL

DIAMETER
32" CLEAR
32" CLEAR
36" MIN.
32" MIN.
36" MIN.
90°
90°

S STOPINGLE DOOR

DOUBLE DOOR

PASSAGE CLEARANCE

CLEAR OPENINGS MUST BE BETWEEN
THE DOOR IN ITS 90° OPENING

AND THE FACE OF THE STOP

CLEAR OPENINGS FOR TWO LEAF

DOORS MUST BE BETWEEN EITHER
DOOR IN ITS 90° OPEN POSITION

AND THE OTHER DOOR
AN ADULT SIZE WHEELCHAIR AVERAGES 27" IN WIDTH.

THE REQUIRED 32" OPENING ALLOWS 2 1/2" ON EACH SIDE
48" MIN.
4 8"
15" MIN.
48"
3 0" MIN.

X
Y
Z
48" MIN.
48"
3 0" MIN.
5 4" M
A
X
9" MIN.
10"
30"
24"
30"
2'-10"
4 6" M
A
X
10"
30"
4 8"
NOTE:

X SHALL BE ≤ 25" : Z SHALL BE ≥ X
WHEN X < 20" THEN Y SHALL BE 48" MAX
WHEN 20" ≤ X ≤ 25" THEN Y SHALL BE 44" MAX
MAX
MAX

HIGH FORWARD REACH LIMIT

MAXIMUM FORWARD REACH OVER AN OBSTRUCTION

HIGH & LOW SIDE

REACH LIMITS

MAXIMUM SIDE REACH

OVER OBSTRUCTION
MAX

CLEAR FLOOR SPACE

PARALLEL APPROACH
6 0" MIN.
18"
24"
12"
4 8" MIN.
54" MIN.
36" MIN. 6
0: MIN. 4
4" MIN.
4 4" MIN. 6
0" MIN.
24"

PROVIDE THIS ADDITIONAL

SPACE IF DOOR IS EQUIPPED

WITH BOTH A LATCH AND A CLOSER
MIN.

MIN.

PULL SIDE

CLEAR AT EXTERIOR DOORS

CLEAR AT INTERIOR DOORS

PUSH SIDE
MIN.
*
NOTE: 48" MIN. IF DOOR HAS
BOTH A LATCH AND A CLOSER *

PULL SIDE

PUSH SIDE
*
MIN.

PUSH SIDE

PULL SIDE
NOTE: 48" MIN. IF DOOR HAS
BOTH A LATCH AND A CLOSER *

FRONT APPROACH

HINGE APPROACH

LATCH APPROACH
1/2" M
A
X
3/8" MIN
T
O
1/2" M
A
X
3/8" MIN
T
O
3 Grab Bar Section 1" = 1'-0"
Forward & S 8 Door Width 3/8" = 1'-0" Maneuver 12 ide Reach Details 3/8" = 1'-0" 16 ing Clearances At Doors 3/8" = 1'-0" 9 DOOR STRIKE PLATE 1/4" = 1'-0" 5 Tactile Exit Sign 1/4" = 1'-0" Un 2 Single Accomodations Toilet Elevations 1/4" = 1'-0" isex Restroom Signage Detail 6 3/16" = 1'-0" Lavatory Clearances Detail 4 3/16" = 1'-0"
Toe Clearance Detail 13 1/4" = 1'-0"
Unisex Restroom Signage Detail 10 1:1.25
Single Accomodations Toilet 1 3/8" = 1'-0"

Page 305 ends

Item 19.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
A-109
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

W
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5 2
9 7
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A. 9
2 2
0 3
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6 0-9
5 3-4
5 5
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M- A
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6 @
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CENSED A RCH IT
ECT
S
T

A T E O F C A L I F O R
N I A
W
E N D E L L W . V E I T
H
NO. C5297
REN. 11-30-25
Accessibility Details
15 25
CONSULTANTS . . . . . . . . . . . . . . . .

DESIGN ARCHITECT:

Wendell W. Veith
80-300 Ullswater Dr.

Indio ca. 92203
760-953-4556
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E
1'-0"
7 "
2'-
0 "
VA
RIE
S
5 4
3 2
1 1. SIGN.

2. 1-1/2" SQ. X 1/8"
TUBE STEEL POST.

3. FINISHED GRADE.

4. CONCRETE FOOTING.

5. BOLT.
"Unauthorized vehicles parked in
designated accessible spaces not
displaying distinguishing placards
or special license plates issued
for persons with disabilities may
be towed away at owner's
expense. Towed vehicles may be
reclaimed at City RM or by
telephoning 619-200-9459
≥17" x 22" with lettering
not ≤1" in height
05/10/24

0.9"

0.45"

2.35"

0.2" H
EIG
H
T

0.9"

0.45"
A A

TAPERED EDGES

WHERE EXPOSED

BASE DIAMETER
TOP

DIAMETER

BASE DIAMETER
TOP

DIAMETER

NOMINAL

TRUNCATED DOME

SPACING

TRUNCATED DOME

SECTION A-A
A-107 A-107
4'-
0 "
5'-0"
5'-
0 "
5'-0"
8'-
6 "
6'-0"
BOTTOM

LANDING

RAMP RUN
TOP

LANDING
MIN
MIN
MIN

CHANGE IN

DIRECTION

RAMP RUN
MIN
16 A-108
(E) 18'-0"
(E) 144" (E) 108"
(E) 70 SQ. INCH

ACCESSIBILITY SIGN
PER SECTION 11B-502.6
(E) WHEEL STOP
(E) LOADING AND UNLOADING

ACCESS AISLE BORDER

PAINTED BLUE
(E) STRIPES AT 36" MAXIMUM

ON CENTER PAINTED

A COLOR CONTRASTING

WITH THE PARKING

SURFACE, PREFERABLY

BLUE OR WHITE
(E) TYPICAL PAVEMENT

SYMBOL PER
SECTION 11B-502.6
(E) WITHIN THE LOADING
& UNLOADING ACCESS

AISLE PAINT THE WORDS
"NO PARKING" IN 12" HIGH

MINIMUM WHITE LETTERS
(E) 5'-0" MINIMUM AT TYPICAL

ACCESSIBLE PARKING STALL
8'-0" MINIMUM AT VAN

ACCESSIBLE PARKING STALL
(E) DIMENSION TO

CENTERLINE

OF STRIPE
NO

PARKING

PEDESTRIAN ROUTE
(E) ACCESSIBLE PARKING
(E) VAN ACCESSIBLE

PARKING
(E)1:10 SLOPE (E)1:10 SLOPE
(E) 4'-0"
(E) 3'-0" (E) 3'-0" (E) 4'-0"
(E)1:12 SLOPE
(E)1:12 SLOPE
(E) STANDARD

ACCESSIBLE

PARKING
1 1
6" 15" 3" 8
0" MIN.
1'-0" Ø
3 2
1 VERIFY WITH LOCAL CONDITIONS.

AT VAN ACCESSIBLE SPACES.

ADDITIONAL SIGN ONLY REQUIRED

DEPARTMENT
ETC. WITH TRAFFIC ENGINEERING

VERIFY SIZE, COLOR, WORDING,

2. 1.

3. C
O
M
P
LY
WIT
H
L
O
C
A
L
C
O
D
E
S
VAN

ACCESSIBLE

MINIMUM
FINE $ 250.00
1 3
4" M
A
X.
3 4" M
A
X.
10 Accessible Parking Sign 1/16" = 1'-0"
Accessible Counter & Tableware Detail 11 3/8" = 1'-0"
14 Unathorized Vehicals 1/16" = 1'-0"
16 Truncated Domes 1' = 1'-0" 8 Accessible Ramp 3/8" = 1'-0" 6 Accessile Parking 3/16" = 1'-0"

Page 306 ends

Item 19.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
A-110
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

W
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#
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0 3
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6 0-9
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5 5
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6 @
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CENSED A RCH IT
ECT
S
T

A T E O F C A L I F O R
N I A
W
E N D E L L W . V E I T
H
NO. C5297
REN. 11-30-25
Typ. Metal Stud Detail
16 25
CONSULTANTS . . . . . . . . . . . . . . . .

DESIGN ARCHITECT:

Wendell W. Veith
80-300 Ullswater Dr.

Indio ca. 92203
760-953-4556
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E

EXISTING ROOF RAFTERS
40 DEG TO 50 DEG
A.F.F.
10'-0" M
A
X
H

FASTEN BRACE TO
2 SIMPSON CFS10 #10

SELF TAPPING SCREWS
20 GAUGE METAL STUD @ 16" O.C.

ESR # 2457 MEMBER-362S200-33

TOP TRACK W/
BRACE 4'-0" O.C.

ALTERNATE DIRECTION BRACE

FASTEN BRACE TO
2 SIMPSON CFS10 #10

SELF TAPPING SCREWS

BOTTOM RAFTERS W/
PROVIDE 20 GAUGE MTL. STUD
MEMBER 362S137-33 @ 48" O.C. STAGGERED
USE CLARK WESTERN METAL STUDS ESR# 2457
5/8" DRYWALL
1 05/10/24
2" MIN. FROMEDGE OF SLAB
3" MIN.SPCAING

CONCRETE SLAB
(existing)
(1) #10 SIMPSON CFS10 SELF
TAPPING SCREW @ EACH FLANGE.

RUNNER TRACK

ATTACH TRACK TO SLAB
USING: 0.145" HILTI X-DNI @ 24" O.C.

LOCATED AS SHOWN ABOVE.
(FASTENER SIZE & QUANTITY AS
REQ'D PER DESIGN.)
ESR-1663
3 MIN.

FROM EDGE
4" MIN.

SPACING

TOP VIEW
6"
TRACK
JOIST
JOIST

LOAD BEARING
STUD
NO. 8 SCREW

AT EACH FLANGE
(4) NO. 8 SCREWS

THROUGH BOTH WEBS
(WEB STIFFENER IS REQUIRED

ONLY WHEN LOAD BEARING

WALL IS LOCATED ABOVE)
(2) NO. 8 SCREWS

THROUGH FLANGE
(EACH SIDE)
MIN
6" MIN.

SILL SEALER AS REQUIRED

FOUNDATION OR SLAB ON GRADE

ANCHOR BOLT OR OTHER CONNECTION

AS REQUIRED

STUD BLOCKING INSIDE WALL TRACK
(MINIMUM THICKNESS OF STUD)
(4) NO. 8 SCREWS THROUGH EACH FLANGE
NO. 8 SCREWS THROUGH EACH FLANGE
TRACK
STUD
6" MIN.
(4) NO. 8 SCREWS
ON EA. SIDE OF SPLICE

STUD SECTION

INSIDE TRACK
STUD
NO. 8 SCREWS
SPACED @ 1" O.C.

TYP.

SOLID STEEL PLATE,

C-SHAPE OR TRACK,
MIN. THICKNESS AS STUD

STRUCTURAL SHEATHING
NO. 8 SCREWS THROUGH

SHEATHING TO EACH

JACK AND KING STUD
AT 12" ON CENTER

JACK STUD(S)

KING STUD(S)

TRACK OR C-SHAPE
ATTACH WITH NO. 8 SCREWS
(MINIMUM DEPTH = HEADER
DEPTH MINUS 1/2 INCH)
TRACK
TRACK

CRIPPLE STUD
TRACK

C-SHAPES
(2) NO. 8 SCREWS AT 24"

ON CENTER, ONE PER FLANGE
(2) NO. 8 SCREWS AT 24"

ON CENTER, ONE PER FLANGE

STRUCTURAL SHEATHING
NO. 8 SCREWS THROUGH

SHEATHING TO EACH

JACK AND KING STUD
AT 12" ON CENTER
TRACK

KING STUDS(AS REQUIRED)

JACK STUDS(AS REQUIRED)
TRACK
2 X 2 CLIP ANGLE ATTACHED
WITH NO. 8 SCREWS,
MINIMUM LENGTH = WEB DEPTH
MINUS 1/2 INCH
(2) NO. 8 SCREWS AT 24"
ON CENTER (2 SCREWS

THROUGH TOP FLANGES
AND 2 SCREWS THROUGH

BOTTOM FLANGES)

BACK TO BACK

C-SHAPES
(2) NO. 8 SCREWS
AT 24" ON CENTER

CRIPPLE STUD

HEADER SPAN
(FEET)

BASIC WIND SPEED (MPH), EXPOSURE
85 B OR SEISMIC DESIGN
CATEGORIES A, B, C, D0, D1 AND D2
85 C OR LESS THAN 110B LESS THAN 110C
TABLE R603.7(2)

HEADER TO KING STUD CONNECTION REQUIREMENTS A,B,C,D
< 4'
> 4' TO 8'
> 8' TO 12'
> 12' TO 16'
(4) NO. 8 SCREWS
(4) NO. 8 SCREWS
(4) NO. 8 SCREWS
(4) NO. 8 SCREWS
(4) NO. 8 SCREWS
(4) NO. 8 SCREWS
(6) NO. 8 SCREWS
(8) NO. 8 SCREWS
(6) NO. 8 SCREWS
(8) NO. 8 SCREWS
(10) NO. 8 SCREWS
(12) NO. 8 SCREWS
FOR SI: 1 INCH = 25.4 mm , 1 FOOT = 304.8 mm , 1 MILE PER HOUR = 0.447 m/s, 1 POUND = 4.448 N.

A) ALL SCREW SIZES SHOWN ARE MINIMUM

B) FOR HEADERS LOCATED ON THE FIRST FLOOR OF A TWO STORY BUILDING OR THE FIRST OR SECOND

FLOOR OF A THREE STORY BUILDING, THE TOTAL NUMBER OF SCREWS IS PERMITTED TO BE REDUCED BY 2 SCREWS, BUT THE TOTAL NUMBER OF SCREWS SHALL BE NO LESS THAN 4.

C) FOR ROOF SLOPES OF 6:12 OR GREATER, THE REQUIRED NUMBER OF SCREWS MAY BE REDUCED BY HALF, BUT THE TOTAL NUMBER OF SCREWS SHALL NOT BE LESS THAN FOUR.

D) SCREWS CAN BE REPLACED BY AN UPLIFT CONNECTOR WHICH HAS A CAPACITY OF THE NUMBER OF SCREWS MULTIPLIED BY 164 POUNDS(E.G., 12-NO. 8 SCREWS CAN BE REPLACED BY AN UPLIFT CONNECTOR WHOSE CAPACITY EXCEEDS 12 X 164 POUNDS = 1,968 POUNDS).

SIZE OF OPENING
(FEET-INCHES)
24" O.C. STUD SPACING
NO. OF JACK STUDS
TABLE R603.7(1)

TOTAL NUMBER OF JACK AND KING STUDS REQUIRED AT EACH END OF OPENING < 3'-6"
> 3'-6" TO 5'-0"
1 16" O.C. STUD SPACING
NO. OF KING STUDS NO. OF JACK STUDS NO. OF KING STUDS
1 1
1 2
2 2
2 > 5'-0" TO 5'-6"
> 5'-6" TO 8'-0"
> 8'-0" TO 10'-6"
> 10'-6" TO 12'-0"
> 12'-0" TO 13'-0"
> 13'-0" TO 14'-0"
> 14'-0" TO 16'-0"
> 16'-0" TO 18'-0"
2 3
1 2
2 2
2 2
3 3
3 3
1 1
2 2
2 3
3 3
3 4
1 2
2 2
3 3
3 4
4 4
3/4" (19mm)
STUD
TRACK

BEARING STIFFENER

HORIZONTAL

FRAMING
MEMBER
STUD
TRACK

BEARING STIFFENER

HORIZONTAL

FRAMING
MEMBER
CL

STUD CL

BEARING

STIFFENER
MAX
CL

VERTICAL

FRAMING
MEMBER
CL

HORIZONTAL

FRAMING
MEMBER
MAX
CL

VERTICAL

FRAMING
MEMBER
CL

HORIZONTAL

FRAMING
MEMBER
3/4" (19mm)
1/8" (3mm) MAX

FROM WEB OF

HORIZONTAL

FRAMING

MEMBER TO

EDGE OF

VERTICAL

FRAMING
MEMBER
CL

HORIZONTAL

FRAMING
MEMBER
CL

VERTICAL

FRAMING
MEMBER
MAX
3/4" (19mm)

CENTERLINE OF WEB

BEARING CONDITION
2 1/2 IN. MAX
4 1/2 IN.

MAX
4 1/2 IN.

MAX
10 IN.

MIN
24 IN.

MIN
CL CL

CLIP TRACK FLANGE

AT LAP JOINT
20 GAUGE TRACK
#6 DRYWALL SCREWS
ESR#2196

WALL STUD
3 5/8 20 GAUGE @ 24" O.C.

ESR #2457 MEMBER-600S137-43

WALL BOARD FINISH
5/8" TYPE X

INTERIOR GYPSUM
(4) SIMPSON CFS10 #10 SELF TAPPING SCREWS AT LAPPED TRACK

CONNECTING CORNER STUDS
(2) SIMPSON CFS10 #10 SELF TAPPING SCREWS @ 24" O.C.
3 5/8 DIAGONAL STUD TOP OF WALL 5' LONG MIN.

W/ 4 SIMPSON CFS10 #10 SELF TAPPING SCREWS

ATTACHED TO WALL TRACK
NOTE: METAL STUD FRAMING - CLARK WESTERN ESR#2457
20 GAUGE TRACK
1 1/2 "
MAX
4 1/2 " MAX
10" MIN
24" MIN

PENETRATION
(HOLE, PUNCHOUT)

CL STUD & PUNCHOUT

HEAD/SILL TRACK

JAMB STUD

CUT TRACK FLANGE

AND BEND TO ALLOW

CONNECTION

JAMB STUD

HEAD/SILL TRACK

BEND PORTION

OF WEB DOWN

AND FASTEN TO

JAMB STUD

CUT TRACK AND BEND

TO ALLOW EXTENSION

OF FLANGES FOR

CONNECTION

HEAD/SILL TRACK

JAMB STUD

C-SHAPE FASTENED

TO JAMB STUD WITH

SCREWS AS REQUIRED

FRAMING MEMBER
MINIMUM 3 THREADS

SHOULD PROTRUDE

THROUGH STEEL
MINIMUM 3 EXPOSED THREADS

SHALL PROTRUDE THROUGH STEEL

HEX HEAD LOW PROFILE HEAD

SHEATHING

THICKNESS
WIRING

PLASTIC GROMMET
PIPING

PIPE INSULATION OR

PLASTIC GROMMET

JOIST WITH LARGE

WEB HOLES

TOP TRACK

BOTTOM TRACK

KING STUD

ONE SCREW PER

FLANGE OR TWO

SCREWS PER WEB

DOOR ROUGH OPENING
D
O
O
R
R
O
U
G
H
O
P
E
NIN
G

TOP TRACK

BOTTOM TRACK

KING STUD

ONE SCREW PER

FLANGE OR TWO

SCREWS PER WEB
WINDOW

ROUGH OPENING
WIN
D
O
W
R
O
U
G
H
O
P
E
NIN
G
Track Attachment Detail 10 1" = 1'-0"
1 Lapped Joist Supported on Interior Load Bearing Wall Detail 1/4" = 1'-0" Wall to Foundation Connection Detail 4 1/4" = 1'-0"
5 Track Splice & Hole Patch 3/16" = 1'-0"
Header Detail 16 3/16" = 1'-0"
In Line Framing Detail 15 3/16" = 1'-0"
9 Floor Joist Web Holes Details 1/4" = 1'-0"
Corner Framing Detail 2 3/4" = 1'-0"
Stud Web Holes Detail 7 1/4" = 1'-0" TYP. Head & Sill Detail 3 1/4" = 1'-0" Screw Attachment Detail 6 1/4" = 1'-0"
Wiring & Piping Installation Detail 8 1/4" = 1'-0"
TYP. Door Framing Detail 13 3/8" = 1'-0"
TYP. Window Framing Detail 14 3/8" = 1'-0"
11 WALL BRACING DETAIL 3/4" = 1'-0"
20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES 20 GA. MTL STD DRYWALL BOTH SIDES

Page 307 ends

Item 19.

S
HEETOF

SHEETTITLE

DESCRIPTION
PROJECTNO:

MODELFILE:

DRAWNBY:

CHK'DBY:

MARKDATEA
-111
Thursday,August22,2024
03282024
#ContactFull Name
BobSipovac
SipovacConstruction Inc.

VMPEventCenter. 04.11.24V27.pln
SCALE: WENDELL W. VE TI H, ARCH TI ECT #C5297
80-300 ULLSWATER DR., NI D OI , CA. 92203
TEL. 1-760-953-4556 E M- A LI - wvei ht [email protected]

L I CENSE
D
A

RCH IT ECT

S T A T
E
O
F
C
A
L
I

F O R N I A

W E N D E
L
L
W . V E I T H
NO. C5297
REN. 11-30-25
Typ.MetalStudDetail
1725
CONSULTANTS................

DESIGNARCHITECT:

ParraConstruction
OWNER..................

DanielGlubaich
175EMainSt.

MorganHill,95037
760-567-2347
APN#603-310-005
LEGALADDRESS:

PORSEC32T5SR8E
0"
1"
17'-3"VIF
5/8"GYP.BD.
20GAUGEMETALSTUD@16"O.C.

ESR#2457MEMBER-600S200-33

EXISTINGSLAB
.145"HILTI X-DNI @24"O.C.

W/11/2"EMBEDMENT
ESR#1663
20GAUGESLOTEDSLIPDEFLECTIONTRACK
USECLARKWESTERNMEMBER600SLT250-20
UL2079

EXISTINGROOFJOIST

EXISTINGROOFSHEATHING
#8WOODSCREWS
10'-0"VIF
0"
1"

ROOFJOIST

ROOFSHEATHING
5/8"GYP.BD.
20GAUGEMETALSTUD@16"O.C.

ESR#2457MEMBER-600S200-33

EXISTINGSLAB
.145"HILTI X-DNI @24"O.C.

W/11/2"EMBEDMENT
ESR#1663
20GAUGESLOTEDSLIPDEFLECTIONTRACK
USECLARKWESTERNMEMBER600SLT250-20
UL2079
#8WOODSCREWS
05/10/24
A Tradition of Innovation
Westbrook Concrete Block Co., Inc. 439 Spencer Plains Road Westbrook, CT 06498t.860.399.6201 [email protected] page1 of1
Bearing Wall Rating - 2 HR.

Nonbearing Wall Rating - 2 HR.

1. Concrete Blocks* - Nominal 6 by 8 by 16 in., hollow or solid.

Classificaon D-2 (2 hr).

Anchor Concrete Products, Inc.

Florida Rock Industries, Inc.

Pike Industries Inc., d/b/a Tilcon Whitcomb.

Westbrook Concrete Block Co., Inc.

2. Mortar - Blocks laid in full bed of mor tar, nom. 3 /8 in. thick, of not less than 2-1/4 and not more than 3-1/2 par ts of clean sharp sand to 1 par t Por tland cement (propor tioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered.

3. Portland Cement Stucco or Gypsum Plaster - If used, add 1/2 hr. to Classification. Attached to concrete blocks (Item 1)

4. Foamed Plastic* - (Optional - not shown) 1-1/2 in thick max, 4 ft wide sheathing attached to concrete blocks (Item 1).

Celotex Corp. - Type Thermax
*Bearing the UL Classification Marking

UL FIRE RATED
Design No. U906
1 1

FULLHEIGHTWALLDETAIL
3/8"=1'-0"
FullHeightWallDetail
2 3/16"=1'-0"
3 WCB-FireRated-U906
1:1.33
4 GA-FILE-NO-WP-3430
1'=1'-0"
20GA.MTLSTDDRYWALLBOTHSIDES
20GA.MTLSTDDRYWALLBOTHSIDES

Page 308 ends

Item 19.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
A-112
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

W
E
N
D
E
L
L
W. V
E

TI H, A
R
C
H
TI E
C
T
#
C
5 2
9 7
8 0-3
0 0
U
L
L
S
WAT
E
R
D
R., NI D
OI , C
A. 9
2 2
0 3
T
E
L. 1-7
6 0-9
5 3-4
5 5
6 E
M- A
LI - w
v
ei ht 3
6 @
y
a
h
o
o.c
o
m
L
I

CENSED A RCH IT
ECT
S
T

A T E O F C A L I F O R
N I A
W
E N D E L L W . V E I T
H
NO. C5297
REN. 11-30-25
T-Bar Ceiling Details
18 25
CONSULTANTS . . . . . . . . . . . . . . . .

DESIGN ARCHITECT:

Wendell W. Veith
80-300 Ullswater Dr.

Indio ca. 92203
760-953-4556
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E
1 4
3 2
1 FIRE SPRINKLER HEAD PIPING
2 CEILING TILE
3 2" OVERSIZE RING, SLEEVE, OR ADAPTER
THROUGH CLG. TO ALLOW 1" MIN. MOVEMENT

IN ALL HORIZONTAL DIRECTIONS
4 ALTERNATE OPTION: PROVIDE RIGID BRACING AT EACH

SPRINKLER HEAD TO LIMIT LATERAL DEFLECTION
1 05/10/24

1. Luminaires) in Suspended Ceiling Systems (AC184). The lighting fixtures may also be attached to the framing
members with power-driven nails having a minimum shear
strength of 314 lbf (1395 N) and minimum tension strength of 137 lbf (609.6 N) for a No. 20/20 gage metal-to-metal connection.

NOTE

T-BAR CEILING GRID

ACOUSTICAL TILE

CEILING HANGER WIRE
12 GA. (SLACK) SUPPORT WIRES AT
OF 4' x 4' LIGHT FIXTURES, IF ANY.)
FIXTURE. (PROVIDE AT ALL 4 CORNERS

DIAGONALLY OPPOSITE CORNERS OF

LIGHTING FIXTURE TO

BE INSTALLED PER
1614A.1.12 CBC
ASCE 7-05-13.5.6.22
1 1/2" OF EYE, TYP.

MIN. WITHDRAWAL TENSION CAPACITY

CONCRETE, STEEL OR
3 TIGHT TURNS MIN. WITHIN

WOOD SUBSTRATE
BRACE ANCHOR WITH MIN.

COMBINED WITHDRAWAL

TENSION AND SHEAR CAPACITY
OF 325 LBS. SHORT DURATION

ADJUSTMENT MAYBE USED IF

PERMITTED BY PRODUCT'S

EVALUATION REPORT LISTING

VERTICAL WIRE HANGER ANCHOR WITH
OF 100 LBS. OR HIGHER, TYP.
4 TIGHT TURNS MIN. WITHIN
1 1/2" OF EYE, TYP.
8"
6' MAX 4' O.C. (5' O.C.) 4' O.C. (5' O.C.)
12' O.C. EACH WAY
90°
MAIN RUNNER AT 4" O.C.

SUPPORT WITH #12 HANGER WIRE AT 4' O.C.

OR #10 HANGER WIRE AT 5' O.C.

COUNTERSLOPE HANGERS
IF MORE THAN 1.6 OUT OF PLUMB

CROSS TEES

FIT BETWEEN

MAIN RUNNERS
COMPRESSION STRUT AT 12' O.C. EACH WAY BUILDING STRUCTURE

ADDITIONAL HANGERS

ALL MEMBERS WITHIN
8" OF PERIMETER

STABILIZER BAR BETWEEN ALL

MEMBERS AT ATTACHED SIDE

LATERAL

BRACING
SEPARATE SUPPORT PIPES, CONDUITS, ETC.

SECURE ALL HANGERS TO BUILDING STRUCTURE,

TRAPEZE AROUND DUCTWORK AND OTHER LARGE CONSTRUCTIONS
MAX

LATERAL

BRACING

STABILIZER BAR
#6 WOOD SCREW
7/8"
WALL
ANGLE
7/8"
8" MAX
#6 WOOD SCREW
7/8"
WALL
ANGLE

APPROVED

FASTENER
7/8"
8" MAX

STABILIZER BAR
#6 WOOD SCREW
7/8"
WALL
ANGLE

STABILIZER BAR

REQUIRED ONLY AT UNATTACHED END
TYPICAL 4' CROSS TEES 2' O.C.

HANGER WIRE WITHIN 8" OF WALL
HANGER WIRE WITHIN 8" OF WALL
7/8"
8" MAX

STABILIZER
BAR
#6 WOOD SCREW
7/8"
WALL
ANGLE
#6 WOOD SCREW
7/8"
WALL
ANGLE

APPROVED

FASTENER

ATTACHED

UNATTACHED

UNATTACHED
8" MAX
7/8"
8" MAX
7/8"
7/8"
ACM7 WALL

ATTACHMENT CLIP
9 USG Drywall Suspension System
9 A
cross tee
main-tee splice
main tee
fire expansion
notch
12 ga. hanger wire

SHEETROCK
gypsum panel
Cross tee/main tee intersection Cross-channel detail
Perimeter detail—channel molding Perimeter detail—angle molding cross tee or
cross channel
screw into
molding at
perimeter
angle
molding

SHEETROCK
gypsum panel
B alt
9 fire expansion
notch
12 ga. hanger wire

SHEETROCK
gypsum panel
main-tee splice
main tee
cross
channel
9 A alt
main tee

SHEETROCK
gypsum panel
channel
molding
screw into
molding at
perimeter
B
9 9 USG Drywall Suspension System
9 A
main-tee splice
fire expansion
notch
Perimeter detail—channel molding Perimeter detail—angle molding cross tee or
cross channel
screw into
molding at
perimeter
angle
molding

SHEETROCK
gypsum panel
B alt
9 fire expansion
notch
main-tee splice
9 A alt
main tee

SHEETROCK
gypsum panel
channel
molding
screw into
molding at
perimeter
B
9 & OTHER OBSTRUCTIONS, TYP.

CHANNELS, BACK-TO-BACK @ DUCTWORK
PROVIDE TRAPEZE OF 2 - 1 1/4" COLD-ROLLED
SECURE ALL HANGERS TO BLDG. STRUCTURE OR
(E) PLUMBING

OUT OF PLUMB
WHERE HANGER IS MORE THAN 1:6

PROVIDE COUNTER SLOPE HANGERS
MECH. DUCT
BTW. MAIN RUNNER

CROSS TEES FIT

MAIN RUNNERS

VERTICAL STRUT
7/8" PERIMETER WALL ANGLE

BRACING WIRE
SEE

WIRE HANGER
TILE AT MIN. 3/4" FROM WALL
@ PERIMETER
(E) BLDG. STRUCTURE

CEILING GRID TO BE

HEAVY DUTY &

INSTALLED PER
ACM7 SEISMIC CLIP
3 T-Bar Brace 3" = 1'-0"
END OF DIAGONAL WIRE, TYP.
4 TIGHT TURNS MIN. WITHIN 1 1/2" AT EACH

PIPING OR DUCTWORK
25 GA. MIN. WIRE BRACING, TYP. IN 4 DIRECTIONS,
KEEP 6" CLEAR OF ANY UNBRACED HORIZONTAL
2" MAX.

MAX.
45 DEG.

MAX.
45 DEG.
90 DEG.
90 DEG.

MAIN RUNNER

CROSS RUNNER
12 GA VERTICAL WIRE HANGER
GRID SYSTEM TO BE INSTALLED PER Installed to ASTM C636 and ASTM E580 PROVIDE 1/2" CONDUIT EMT
FOR COMPRESSION STRUT.

SHALL BE FASTENED TO THE

MAIN RUNNER AND EXTEND
AND FASTEN TO THE STRUCTURE.

Susp. Ceiling Detail 8 1:12.00
1 Light Bracing 1" = 1'-0"
2 hanger Brace 3" = 1'-0"
Typ. Suspended Ceiling Installation Detail 5 3/16" = 1'-0" Unattached End of Grid Detail 6 1/4" = 1'-0"
Susp. Ceiling Detail 11 1/4" = 1'-0"
Perimeter Wires and Stabilizer Bar Detail 9 3/16" = 1'-0" TYP. Ceiling Grid Layout Detail 10 3/16" = 1'-0"
ACM7 Wall Attachment Detail 15 3/16" = 1'-0"
12 T-BAR PENETRATION DETAIL 3/8" = 1'-0"
Ceiling Detail 14 3/8" = 1'-0"
Ceiling Detail 13 1/2" = 1'-0"

HEAVY DUTY T-BAR SYSTEM

HEAVY DUTY T-BAR SYSTEM HEAVY DUTY T-BAR SYSTEM

HEAVY DUTY T-BAR SYSTEM HEAVY DUTY T-BAR SYSTEM HEAVY DUTY T-BAR SYSTEM HEAVY DUTY T-BAR SYSTEM

HEAVY DUTY T-BAR SYSTEM HEAVY DUTY T-BAR SYSTEM
2022
Installed to ASTM C636 and ASTM E580

Page 309 ends

Item 19.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
E-1
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

Elec. General Notes
19 25
7 2-6
51 T
H
E
O
D
O
RA
L
N. PA
L
M
D
E
S
E
RT
C
A. 9
2 2
6 0
LIC. #
5 816
3 6
O
F
FIC
E: 7
6 0-5
6 7-2
3 4
7 FA
X: 7
6 0-7
7 9-9
5 2
5 . . . . . . .

CONSULTANTS . . . . . . . . . . . . . . . .

ENGINEERING:
#Structural Engineering
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E
J
J
B B
W W
60 2/30
2 S
S
1000
1600
300
400
7 MCP
300
400
60 40
1600
1000
HOME RUN (ARROWHEADS INDICATE # OF

CIRCUITS)

CIRCUIT

NEUTRAL

SWITCHED
LINE
EGC

CONDUIT CAP
BUSWAY

WIREWAY

EXISTING
REMOVE

NEW WORK

HIDDEN OR BURIED

KEYED NOTE

ELECTRICAL EQUIPMENT DESIGNATION
(SEE SCHEDULE)

FEEDER SIZE DESIGNATION
(SEE LEGEND)

NAMEPLATE DESIGNATION
(SEE SCHEDULE)
* *
5 3
5 3

GENERAL

SYMBOL DESCRIPTION

RACEWAY & CONDUCTORS

SYMBOL DESCRIPTION

CIRCUIT BREAKER (TRIP / FRAME)

DRAWOUT CIRCUIT BREAKER (TRIP / FRAME)

BUS PLUG CIRCUIT BREAKER (TRIP / FRAME)

MOTOR CIRCUIT PROTECTOR

DISCONNECT SWITCH (NUMBER INDICATES

AMPERAGE RATING)

FUSE (NUMBER INDICATES AMPERAGE RATING)

MEDIUM VOLTAGE DRAWOUT CIRCUIT BREAKER
(TRIP / FRAME)

TRANSFORMER (DELTA-WYE WO/BONDING

JUMPER)

SINGLE-LINE DIAGRAM

SYMBOL DESCRIPTION

DEVICES

SYMBOL DESCRIPTION
X
X
X
X
X
X
P
T

STRIKE TERMINATION DEVICE

GROUND ROD

LIGHTNING PROTECTION

SYMBOL DESCRIPTION
T
PP-A
LP-1
AMPS

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AMERICAN WIRE GAUGE

CONDUIT

EQUIPMENT GROUNDING CONDUCTOR

ELECTRICAL METALLIC TUBING

EMERGENCY POWER OFF

FULL LOAD AMPS

GROUNDING ELECTRODE CONDUCTOR

GROUND FAULT CIRCUIT INTERRUPTER

HORSEPOWER

INTERMEDIATE METAL CONDUIT

KILOVOLT AMPS

KILOWATT

MAIN CIRCUIT BREAKER

MAIN LUGS ONLY

NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NATIONAL ELECTRIC CODE
POLE
PHASE

POLYVINYL CHLORIDE

RIGID METAL CONDUIT

SUPPLY SIDE BONDING JUMPER

SWITCHBOARD

TYPICAL

UNLESS OTHERWISE NOTED

VOLTAGE

VARIABLE AIR VOLUME
WIRE
WITH

WEATHERPROOF

ABBREVIATIONS
ABBREV. DEFINITION
A
AFF
AFG
AWG
C
EGC
EMT
EPO
FLA
GEC
GFCI
HP
IMC
KVA
KW
MCB
MLO
NEMA
NEC
P
ɸ OR PH
PVC
RMC
SSBJ
SWBD
TYP
UON
V
VAV
W
W/
WP

ELECTRICAL SYMBOLS LEGEND
VFD
2 3000/5
3 3
A
V
AS
VS
KW
L
N A
K
1 SPD
CR
1 LP-1
400A
300A
LP-1
MLO
225A
KVA
500
120/
208V
TR-1 480V
G

TRANSFORMER (DELTA-WYE W/BONDING

JUMPER)

SHIELDED TRANSFORMER

VARIABLE FREQUENCY DRIVE

MOTOR (NUMBER INDICATES HORSEPOWER)

PANELBOARD WITH MAIN CIRCUIT BREAKER

PANELBOARD WITH MAIN LUGS ONLY
HEATER
GROUND

GENERATOR

POTENTIAL TRANSFORMER (NUMBER INDICATES

QUANTITY)

CURRENT TRANSFORMER (NUMBERS INDICATE

RATIO AND QUANTITY)

AMMETER SWITCH

VOLTMETER SWITCH

AMMETER

VOLTMETER

KILOWATT METER

TRANSFER SWITCH

KEY INTERLOCK (NUMBER INDICATES KEY ID)

BATTERY

SURGE ARRESTOR

SURGE PROTECTIVE DEVICE

CONTROL RELAY (NUMBER INDICATES RELAY ID)

SINGLE-LINE DIAGRAM

SYMBOL DESCRIPTION
A
1,b
A
1,b
A
1,b
1,b
A
A
1,b
A
1,b
SWITCH, SINGLE POLE USE "X" TO
DESIGNATE DEVICE. TYPICAL OF MOST
SWITCHES 2 = DOUBLE POLE 3 = THREE WAY 4
= FOUR WAY K = KEY OPERATED OS =
OCCUPANCY SENSING a = LOWERCASE

SUBSCRIPT DESIGNATES CONTROL OF

PARTICULAR LOADS
LUMINAIRE, TROFFER (2'X4') A = FIXTURE
TYPE 1 = CIRCUIT NUMBER b =

SWITCH CONTROLLING

FIXTURE

LUMINAIRE WITH BATTERY
LUMINAIRE, TROFFER (2'x2')
LUMINAIRE, STRIP (1'x4')

LUMINAIRE, WALL MOUNTED

LUMINAIRE, CEILING MOUNTED

LIGHT POLE WITH LUMINAIRE

UNIT EQUIPMENT FOR EGRESS LIGHTING

EXIT LUMINAIRE, CEILING MOUNTED - SHADED
SIDE INDICATES FACE SIDE. PROVIDE

DIRECTIONAL ARROWS AS INDICATED ON PLANS

EXIT LUMINAIRE, WALL MOUNTED

SYMBOL DESCRIPTION
X

GENERAL NOTES

1. PERFORM INSTALLATION IN ACCORDANCE WITH THE 2022 CEC , NATIONAL

ELECTRICAL CODE (NEC), AND THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA).

2. EQUIPMENT SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING

LABORATORY (NRTL) WHEN REQUIRED BY THE NEC OR IF IT CONTAINS A VOLTAGE THAT IS GREATER THAN 50VAC OR 100VDC.

3. FOR ELECTRICAL EQUIPMENT THAT CONTROLS OR SWITCHES 480 VOLT POWER

CIRCUITS, THE CONTACTS THAT CONTROL OR SWITCH THE POWER MUST BE RATED AT 600 VOLTS. THIS INCLUDES, BUT IS NOT LIMITED TO, CIRCUIT BREAKERS, MOTOR STARTERS, DISCONNECTS, TRANSFER SWITCHES.

4. ROUTE RACEWAYS TO SUIT EQUIPMENT AND BUILDING STRUCTURE. LIMIT THE

USE OF EMT TO AREAS WHERE IT WILL NOT BE SUBJECT TO PHYSICAL DAMAGE OR CORROSION. USE IMC, PVC, OR RMC FOR WORK EMBEDDED IN CONCRETE.

USE IMC OR RMC FOR WORK EXPOSED TO PHYSICAL DAMAGE. USE MINIMUM 3/4 INCH CONDUIT EXCEPT AS FOLLOWS: 1/2" CONDUIT MAY BE USED FOR CONTROL CIRCUITS; 3/8" FLEXIBLE METAL CONDUIT MAY BE USED TO CONNECT LIGHT FIXTURES IN SUSPENDED CEILINGS. USE LIQUID-TIGHT FLEXIBLE METAL

CONDUIT FOR FLEXIBLE CONNECTIONS TO EQUIPMENT IN MECHANICAL ROOMS OR OUTDOORS.

5. NEW BRANCH CIRCUITS SHALL BE LABELED AT THE ORIGINATING PANELBOARD, ON THE PANELBOARD LEGEND. THEY SHALL BE ALSO LABELED AT THE LOAD END ON THE RECEPTACLE, LIGHT SWITCH, OR THE PIECE OF EQUIPMENT (E.G.

MOTOR STARTER, SAFETY SWITCH).

6. RACEWAY PENETRATIONS THROUGH WALLS AND/OR FLOORS SHALL BE SEALED APPROPRIATELY WITH AN APPROVED SEALANT. IF THE PENETRATION IS

THROUGH A FIRE-RATED ASSEMBLY, IT MUST HAVE A NRTL LISTED FIRE SEAL WITH A STATEMENT OF SPECIAL INSPECTION.

7. INTERNAL RACEWAY SEALS FOR WATER, TEMPERATURE, AND/OR

RADIOLOGICAL SHALL BE IDENTIFIED FOR USE WITH THE CONDUCTOR OR CABLE INSULATION.

8. ELECTRICAL DRAWINGS ARE CONSIDERED DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF WORK AND SYSTEMS. COORDINATE ROUGH-IN REQUIREMENTS AND INSTALLATION REQUIREMENTS WITH OTHER TRADES.

9. ALL BRANCH CIRCUIT WIRING, RACEWAY, AND FEEDERS SHALL BE INSTALLED CONCEALED BEHIND BUILDING FINISHES UNLESS OTHERWISE NOTED.

10. PROVIDE ALL NECESSARY ANGLES, CHANNELS, SLOTTED CHANNEL, AND

SUPPORTS, AS REQUIRED TO ADEQUATELY SUPPORT ELECTRICAL RACEWAYS

AND ASSOCIATED EQUIPMENT IN A MANNER THAT DOES NOT OVERLOAD THE BUILDING STRUCTURAL SYSTEM.

11. THE NEC SIZE REQUIREMENTS FOR PULL BOXES, JUNCTION BOXES, AND CONDUIT BODIES ARE AS FOLLOWS:

13.1. USE 314.16 FOR CONDUCTORS 6 AWG AND SMALLER.

13.2. USE 314.28 FOR CONDUCTORS 4 AWG AND LARGER.

LIGHTING
12,700A
KVA
TR-1
500
120/
208V
480V
300A
300A
DUPLEX RECEPTACLE USE "X" TO
DESIGNATE DEVICE. TYPICAL OF MOST
RECEPTACLES GFCI = GFCI RATED GFCIP = GFCI PROTECTED WP =

WEATHERPROOF (IN-USE
COVER WG = WEATHERPROOF & GFCI
+84 = NON-STANDARD MOUNTING
HEIGHT. NUMBER INDICATES

INCHES AFF

SINGLE RECEPTACLE

DOUBLE DUPLEX RECEPTACLES

DUPLEX RECEPTACLE, SPLIT WIRED
SPECIAL PURPOSE RECEPTACLE.

USE SUBSCRIPT TO IDENTIFY TYPE ON PLANS

FLOOR MOUNTED RECEPTACLE

MULTI OUTLET ASSEMBLY

JUNCTION BOX

JUNCTION BOX, WALL MOUNTED

PHOTOCELL

SPEAKER, CEILING MOUNTED

SPEAKER, WALL MOUNTED

THERMOSTAT

FUSIBLE SAFETY SWITCH (NUMBERS

INDICATE FUSE/SWITCH SIZES)

NON-FUSIBLE SAFETY SWITCH (NUMBER

INDICATES SWITCH SIZE)

ELECTRICAL STARTER COMBINATION WITH
DISCONNECT 2 = NEMA STARTER SIZE 30
= CIRCUIT BREAKER OR DISCONNECT

SWITCH SIZE

ELECTRICAL STARTER OR MOTOR
CONTROLLER 2 = NEMA STARTER SIZE

TRANSFORMER

SWITCHBOARD, POWER PANELBOARD

LIGHTING PANELBOARD

MAXIMUM AVAILABLE FAULT CURRENT
1 05/10/24

Page 310 ends

Item 19.

S
HEETOF

SHEETTITLE

DESCRIPTION
PROJECTNO:

MODELFILE:

DRAWNBY:

CHK'DBY:

MARKDATE
E-2
Thursday,August22,2024
03282024
#ContactFull Name
BobSipovac
SipovacConstruction Inc.

VMPEventCenter. 04.11.24V27.pln
SCALE:

ElectricalPlan
2025
72-651 THEODORA LN. PALM DESERT CA. 92260LIC. # 581636 OFFICE: 760-567-2347 FAX: 760-779-9525 .......

CONSULTANTS................

ENGINEERING:
#StructuralEngineering
MECHANICAL:

SipovacConstructionInc. 72-651 Theodora Lane Palm Desert, CA 92260 760-567-2347 CSLB # 581636 ELECTRICAL: Sipovac Construction Inc. 72-651 Theodora Lane Palm Desert, CA 92260 760-567-2347 CSLB # 581636 CIVIL: GENERAL CONTRA CTOR.........

ParraConstruction
OWNER..................

DanielGlubaich
175EMainSt.

MorganHill,95037
760-567-2347
APN#603-310-005
LEGALADDRESS:

PORSEC32T5SR8E
NEW IL
UMIN
AT
EDEXIT
SIG
N
NEW

TELEPHON

E/DATAOUTL
ETWITH

UBSPORT
200AMP

ELECTRIC

ALPANEL
NEWOC

CUPANCY
SENSOR
NEWPH

OTOCELL
NEWCO

NTROLLED

RECEPTAC
LES

NEWRECE

PTACLE-WIT

HGROUNDFA
ULT; INTERRUPTER @ +12" - U.N.O. 120 VOLT NEW EXHAUST FAN NEW LED HIGH BAY

EXISTIN

GRECEPTA
CLE-@+1
2"-U.N.O.
120VOLT

TAMPER-

RSISATANT
ELECTR
ICALLE
GEND
N
EW
2'x4'F
LUO
RESC
ENT
T5
ELEC
50W
,25W
NEWOC

CUPANCY
SENSOR
CR
PC
OC
GFI 44" A
FF
OC
WP

GFI DPLED
A
B
AS
SWITC

H-SINGLE
POLE@+
42"-(U.N.O.)

THERMOS
TAT-@+
60"
LIG
HT-WAL

LMOUNTE
D27W

RECEPTA

CLE-WAT

ERPROOF

W/GROUN
D

FAULT IN
TERRUP
TER@+1
2"-U.N.O. DIMMER SWITCH - SINGLE POLE @ +42" -(U.N.O.) RMJS8DTVB Lutron Wireless Dimmer DOUBLE POLE SWITCH - THREE WAY @ +42" - U.N.O. LIGHT - FLUSH MOUNTED IN CEILING (ROUND FIXTURE) ASTRONOMICAL CLOCK EMERGENCY LIGHTS Edge-Lit Exits

LRP EL N

LED LAMPS EMERGENCY
LRP 120/277
Family Housing color Number of faces Letters/background Directional indicators 1 Input voltage
LRP LED (blank) Brushed aluminum W White B Black
BZ Bronze
BS Polished brass U Unfinished
1 Single face 2 Double faceRW Red on white
RC Red on clear (single face only)
RMR Red on mirror (simulates clear background
for double-face exits)
GW Green on white
GC Green on clear (single face only)
GMR Green on mirror (simulates clear background
for double-face exits)
(blank) None
LA Left
2 RA Right
2 LRA Left and right
DA Double face
3 120/277 Dual voltage
ORDERING INFORMATION For shortest lead times, configure products using bolded options. Example: LRP 1 RMR LA 120/277 EL N

EMERGENCY LRP EL N
Accessories4,6: Order as separate items.

ELA R LRIS 120/277 EL N Single-face, red LED emergency rough-in section ELA G LRIS 120/277 EL N Single-face, green LED emergency rough-in section ELA R 2LRIS 120/277 EL N Double-face, red LED emergency rough-in section ELA G 2LRIS 120/277 EL N Double-face, green LED emergency rough-in section

FEATURES & SPECIFICATIONS
INTENDED USE — Suitable for architectural applications where aesthetics and superior performance are required.

CONSTRUCTION — High-polish, injection-molded virgin acrylic panel, ultrasonically welded to eliminate visible hardware. Graduated depth of molded letters provides uniform light distribution on graphics.

Standard housing finish is brushed aluminum.

Precision-molded, textured letters – 6” high with 3/4” stroke, with 100 ft viewing distance rating, based upon UL924 standard. Chevron indicator direction must be specified.

Recessed rough-in section constructed of 20-gauge, die-formed galvanized steel. Extruded aluminum housing trim mounts flush onto wall or ceiling.

ELECTRICAL — Sealed, maintenance-free nickel cadmium battery delivers 90 minutes capacity to lamp.

Constant-current series charger, 24-hour recharge after 90-minute discharge.

Polarized battery connector simplifies installation and maintenance; prevents charger damage due to improper connection.

OPTICS — LEDs mounted on printed circuit board. The typical life of the exit LED lamp is 10 years.

Low energy consumption – only 2.3W for 120V single-face red sign; 1.7W for 120V single-face green sign.

INSTALLATION — Recessed mount – rough-in section for back, ceiling or end mounting. Fits into minimum wall or ceiling opening 13-5/8” L x 4-1/2” W x 3-1/8” D.

Adjustable T-bar hangers adapt mounting tray for mounting in suspended ceilings or variable-size framed openings. Trim ring has 3/4” variable depth adjustment to ensure flush fit against surface of wall or ceiling.

Plug-in wire connections and self-captive mounting screws for mounting panel/trim to rough-in section.

LISTINGS — UL listed. Non-IC recessed mounting. Meets UL 924, NFPA 101 (current Life Safety Code), NEC and OSHA illumination standards, and State of Minnesota requirements for less than 20W energy consumption. NEMA Premium certified.

WARRANTY — 5-year limited warranty, including lamps. Complete warranty terms located at www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx NOTE: Actual performance may differ as a result of end-user environment and application.

All values are design or typical values, measured under laboratory conditions at 25°C.

Specifications subject to change without notice.

Notes 1 See chart on back for more information. 2 Only available with single face. 3 Only available with double face. 4 When ordering rough-in separately, all options must be included with rough-in nomenclature. Example: ELA R LRIS 120/277 EL N FA. 5 Choice of F or FI. Not available with both. 6 Rough-in supplied standard with exit unless PNL suffix is specified. Order separately only if needed for early installation.

Catalog
Number
Notes
Type
EL N
Emergency operation Mounting Item type Options
4 EL N Nickel cadmium battery (blank) Ceiling or back mount EM Recessed end mount
(blank) Complete exit panel and rough-in section
PNL Panel assembly only
FI Fire alarm interface
5 F Flashing emergency operation (one flash/second)
5 FA Flashing emergency operation and intermittent audible alarm Catalog
Number
Notes
Type

ORDERING INFORMATION
All dimensions are inches (centimeters) unless otherwise indicated.

FEATURES & SPECIFICATIONS

INTENDED USE
Suitable for emergency lighting applications such as stairways and hallways.

CONSTRUCTION
Injection-molded, flame-retardant, high-impact, thermoplastic housing with snap-fit design components with LED lamps for easy installation. Universal J-box pattern. Track and swivel arrangement permits full range of lamp adjustment.

OPTICS
The typical life of the LED is 10 years. Two 1.8W LED lamps for emergency light.

ELECTRICAL
Dual-voltage input 120V or 277V AC. Emergency unit provided with test switch, status indicator and rechargeable battery. Maintenance-free nickel-cadmium battery provides 90 minutes of emergency power.

LISTINGS
UL Listed. Meets UL 924, NFPA 101, NFPA 70-NEC and OSHA illumination standards. Damp location 32°F to 122°F (0°C to 50°C) listed standard.

WARRANTY
Fixtures are covered by Lithonia Lighting 24-month warranty against mechanical defects in manufacture.

Complete warranty terms located at
www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx All life safety equipment, including emergency lighting for path of egress must be maintained, serviced, and tested in accordance with all National Fire Protection Association (NFPA) and local codes. Failure to perform the required maintenance, service, or testing could jeopardize the safety of occupants and will void all warranties.

Actual performance may differ as a result of end-user environment and application.

Note: Specifications subject to change without notice.

Standard
CatalogSupply InputPalletCarton
Number UPC DescriptionVoltageWattage
1 Qty.

Qty.

EU2 LED M12 784231874493Emergency lighting unit 120/277 1.8 324 12 Contractor Select

LED UNITS
LED Lamps
Weight: 4 lbs. (1.82 kgs.).
10-1/8
3-3/4
(9.5)
5-3/8 (13.7)
14-5/8
3-3/4
(9.5)
2 (5.1)
All configurations of this product are considered "standard" and have short lead times.

NOTE: 1
20/2083PHASE4W65KAIC

METERSTACK
GROUNDINGELECTRODECONDUCTORTOA5/8"X10' DRIVENROD. MAIN, BUILDING STEEL, AND THE FOUNDATION STEEL. PROVIDE A # 6 PROVIDEA#3/0GROUNDINGELECTRODECONDUCTORTOTHEWATER
THHNCU
2"EMT
100/3P
4#3/0
1#6G
100/3P
EXSTG
2"EMT
1-1/4"C
100/3P
120/2403PHASE4W
THHNCU
4#3/0
1#6G
THHNCU
3#1/0
1#6G
HouseP. THHN CU THHN CU 3/4"C 1 # 3/0 G 3/4"C 1 # 3/0 G 800/3P
75KVAXFMR
480-120/208
3/04W20
0/3P
2"EMT
THHN
CU
4#3/0
1#6G
PNL1
THHNCU
2"EMT
400/3P
4#3/0
1#6G
"NEW"
PNL2PNL3
EXSTG
EXSTG
M
GFP-R
400AHS .1S Delay
#4BndgJumpr
#4BndgJumpr

UGPS INCOMING

SERVICE
NG

COLDWATER

PIPE&UFER
100AF/
100AS
1/2"C
1#2G
NG
1/2"C
1#2G

COLDWATER

PIPE&UFER
D
B
B
A
A
A
C
A
A
OC
60"
60"
60"

A B A BA B A B

LEDLEDLED

LEDLEDLEDLED

LEDLEDLED

LEDLEDLED LED
DP
PD
OC
OC
OC
GFI 44"
GFI 44"
GFI 44"GFI 44"GFI 44"GFI 44"

LED PNL-A
(E) SWITCHGEAR
Item QTY EQUIPMENT NEW/
EXIST/
DEMO

MFG MODEL DIMENSIONS
w x d x h

GAS BTU ELECTRIC WATTAGE HOT
WATER
COLD
WATER
DIRECT
WASTE
INDIRE
CT
WASTE
1 17 LED HIGH BAY LIGHTSN PLT SOLUTIONS PT-11906 100W 14” x 14” x 8.5” 120v/60/1 100 2 14 RECESSED LED CANN HALO HALO H750ICAT
6IN LED

6.8” x 6.8” x 2.8” 120v/60/1 12
38 EMERGENCY LIGHTSN LITHONIA EU2 LED M12 14” x 3.5” x 3.5” 120v/60/1 1.8 41 ELEC. W/HN AO SMITH DEL-50 6” x 9.5” x 2.8” 120v/60/1 4500 52 EXIT LIGHTSN LITHONIA LRP EL N 13” x 4” x 3” 120v/60/1 2.3 64 4X4 TROFFER LIGHTSN LITHONIA TWP LED ALO 50K 16” X 15” X 8” 120v/60/1 11 05/10/24
1 EXITLIGHTING
2 EMERGENCYLIGHTING
4 SERVICEGROUND
3 SINGLELINE
1 1
NOTE:

EXITSIGNS/EMERGENCYLIGHTINGUL924
EXITSIGNS/EMERGENCYLIGHTINGTOPROVIDE5FOOTCANDLES(54
LUX) ILLUMINATIONPER1011.5.2CBC

EXITSIGNS/EMERGENCYLIGHTINGSECONDARYPOWERSOURCEFROM
STOREDBATTERIESTOPROVIDEMINIMUMOF90MINUTES ILLUMINATION PER1006.3CBC
NOTE:

Egress(emergencyback-up) lighting is
requiredforexterior landingsof
requiredexitdoors/exteriorstairways located at other than the level of exit discharge. 3/16"=1'-0"
Equipment& lightingschedule

Page 311 ends

Item 19.

S
HEETOF

SHEETTITLE

DESCRIPTION
PROJECTNO:

MODELFILE:

DRAWNBY:

CHK'DBY:

MARKDATE
E-3
Thursday,August22,2024
03282024
#ContactFull Name
BobSipovac
SipovacConstruction Inc.

VMPEventCenter. 04.11.24V27.pln
SCALE:

Title24
2125
72-651 THEODORA LN. PALM DESERT CA. 92260LIC. # 581636 OFFICE: 760-567-2347 FAX: 760-779-9525 .......

CONSULTANTS................

ENGINEERING:
#StructuralEngineering
MECHANICAL:

ParraConstruction
OWNER..................

DanielGlubaich
175EMainSt.

MorganHill,95037
760-567-2347
APN#603-310-005
LEGALADDRESS:

PORSEC32T5SR8E
Generated Date/Time: Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101
Compliance ID: 203615-0624-0002
Report Generated: 2024-06-04 10:29:59

STATE OF CALIFORNIA
Electrical Power Distribution CALIFORNIA ENERGY COMMISSION

CERTIFICATE OF COMPLIANCE NRCC-ELC-E
This document is used to demonstrate compliance with mandatory requirements in 130.5, for electrical systems in newly constructed nonresidential and hotel/motel occupancies and 160.6 and 160.9 for electrical systems in newly constructed multifamily occupancies. Additions and alterations to electrical service systems in nonresidential and hotel/motel occupancies will also use this document to demonstrate compliance per 141.0(a) or 141.0(b)2P for alterations. For multifamily addition or alterations compliance will be documented per 180.1(a) or 180.2 (b)4Bvii
Project Name: VMP Event Center Report Page: (Page 1 of 4) Project Address: Date Prepared: 2024-06-04T13:29:57-04:00 A. GENERAL INFORMATION
01 Project Location (city) Coachella
02 Climate Zone 15
03 Occupancy Types Within Project: All Other Occupancies B. PROJECT SCOPE
This table includes electrical systems that are within the scope of the permit application. 01 02 03 04 05 06 07
Electrical Service
Designation/
Description
Scope of Work
1 Rating2 (kVA)
Utility Provided
Metering System
Exception to
130.5(a)/
160.6(a)
3 System
subject to CA
Elec Code
Article 517
Exception to
130.5(a)and
(b)
Demand Response Controls
Provides power to dwelling
units/common living areas
only in multifamily
occupancy
new 400 amp
service in new
space
Add/Alt to feeders
and branch
circuits only
---
Where required, demand response controls must be specified which are capable of receiving and automatically responding to at least one standards based messaging protocol which enables demand response after receiving a demand response signal.

Sections 120.2/ 160.3, 130.1/ 160.5, and 130.3/ 160.5, and mechanical, indoor lighting, and sign lighting Certificate of Compliance documents will indicate when demand response controls are required.
1FOOTNOTES: Adding only new feeders and branch circuits triggers Voltage Drop 130.5(c)/160.6(c), no other requirements from 130.5/160.6 are required. 2 If common use areas in a multifamily are submetered, rating is for submeter size serving common use areas. 3 Applicable if the utility company is providing a metering system that indicates instantaneous kW demand and kWh for a utility-defined period.

STATE OF CALIFORNIA
Electrical Power Distribution CALIFORNIA ENERGY COMMISSION

CERTIFICATE OF COMPLIANCE NRCC-ELC-E
Project Name: VMP Event Center Report Page: (Page 2 of 4) Date Prepared: 2024-06-04T13:29:57-04:00
Generated Date/Time: Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101
Compliance ID: 203615-0624-0002
Report Generated: 2024-06-04 10:29:59
C. COMPLIANCE RESULTS
Results in this table are automatically calculated from data input and calculations in Tables F through J. 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 AND
02 AND
03 AND
04 05 06
Service Electrical
Metering 130.5(a)/
160.6(a)
(See Table F)
Separation for
Monitoring 130.5(b)/
160.6(b)
(See Table G)
Voltage Drop
130.5(c)/ 160.6(c)
(See Table H)
Controlled
Receptacles
130.5(d)/ 160.6(d)
(See Table I)
Electric Ready 160.9
(See Table J) Compliance Results
AND AND Yes AND 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.

H. VOLTAGE DROP
This table includes entirely new or complete replacement electrical power distribution systems, or alterations that add, modify or replace both feeders and branch circuits to demonstrate compliance with 130.5(c)/ 160.6(c). For alterations, only the altered circuits must demonstrate compliance per 141.0(b)2Piii/ 180.2(b)4Bviic. 01 02 03 04 05
Electrical Service
Designation/Description
Combined Voltage Drop on Installed Feeder/Branch
Circuit Conductors Compliance Method
Location of Voltage Drop
Calculations
1 Sheet Number for Voltage Drop
Calculations in Construction
Documents
Field Inspector
Pass Fail
new 400 amp service in new
space
Voltage drop less than
5%
Permitted by CA Elec
Code (Exception to
130.5(c))*
Contractor Responsible
* NOTES: If "Permitted by CA Elec Code *" is selected under Compliance Method above, please indicate where the exception applies in the space provided below. 1 FOOTNOTES: Voltage drop calculations may be attached to the permit application outside the construction documents if allowed by the Authority Having Jurisdiction. Select "attached" if applicable. If calculations will be the responsibility of the installing contractor, select "Contractor Responsible".

STATE OF CALIFORNIA
Electrical Power Distribution CALIFORNIA ENERGY COMMISSION

CERTIFICATE OF COMPLIANCE NRCC-ELC-E
Project Name: VMP Event Center Report Page: (Page 3 of 4) Date Prepared: 2024-06-04T13:29:57-04:00
Generated Date/Time: Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101
Compliance ID: 203615-0624-0002
Report Generated: 2024-06-04 10:29:59
K. 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-ELC-E - Must be submitted for all buildings
L. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE
There are no forms required for this project.

STATE OF CALIFORNIA
Electrical Power Distribution CALIFORNIA ENERGY COMMISSION

CERTIFICATE OF COMPLIANCE NRCC-ELC-E
Project Name: VMP Event Center Report Page: (Page 4 of 4) Project Address: Date Prepared: 2024-06-04T13:29:57-04:00 Generated Date/Time: Documentation Software: Energy Code Ace CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101
Compliance ID: 203615-0624-0002
Report Generated: 2024-06-04 10:29:59

DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
I certify that this Certificate of Compliance documentation is accurate and complete.

Documentation Author Name:

Bob Sipovac
Documentation Author Signature:

Company:

Sipovac construction inc
Signature Date:

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. I 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. I 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:

Company: Date Signed:

Address: License:

City/State/Zip: Phone:

Electrical Power Distribution Mandatory Measures:
110.12(a) DEMAND RESPONSIVE (DR) CONTROLS
ALL DEMAND RESPONSIVE CONTROLS SHALL:

1. BE EITHER A. CERTIFIED OPENADR 2.0a OR OPENADR 2.0b VIRTUAL END NODE (VEN); OR B. CERTIFIED BY THE MANUFACTURER AS BEING CAPABLE OF RESPONDING TO A DR SIGNAL FROM A CERTIFIED OPENADR 2.0b VEN AUTOMATICALLY IMPLEMENTING THE CONTROL FUNCTIONS REQUESTED BY THE VEN FOR THE EQUIPMENT IT CONTROLS.

2. BE CAPABLE OF COMMUNICATING USING ONE OR MORE OF THE FOLLOWING: WI-FI, ZIGBEE, BACNET, ETHERNET, OR HARD-WIRING.

3. CONTINUE TO PERFORM ALL OTHER CONTROL FUNCTIONS PROVIDED BY THE CONTROL WHEN COMMUNICATIONS ARE DISABLED OR UNAVAILABLE.

4. DR CONTROL THERMOSTATS SHALL COMPLY WITH REFERENCE JOINT APPENDIX 5 (JA5), TECHNICAL SPECIFICATIONS FOR OCCUPANT CONTROLLED SMART THERMOSTATS.
110.12(d) DEMAND RESPONSIVE ELECTRONIC MESSAGE CENTER CONTROL CONTROLS FOR ELECTRONIC MESSAGE CENTERS GREATER THAN 15KW SHALL BE CAPABLE OF REDUCING THE LIGHTING POWER BY A MINIMUM OF 30% WHEN RECEIVING A DR SIGNAL.
130.5(c) VOLTAGE DROP

THE MAXIMUM COMBINED VOLTAGE DROP ON BOTH INSTALLED FEEDER AND BRANCH CIRCUIT CONDUCTORS TO THE FARTHEST CONNECTED LOAD OR OUTLET SHALL NOT EXCEED 5%.

Page 312 ends

Item 19.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
M-1
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

Mech Plan
22 25
7 2-6
51 T
H
E
O
D
O
RA
L
N. PA
L
M
D
E
S
E
RT
C
A. 9
2 2
6 0
LIC. #
5 816
3 6
O
F
FIC
E: 7
6 0-5
6 7-2
3 4
7 FA
X: 7
6 0-7
7 9-9
5 2
5 . . . . . . .

CONSULTANTS . . . . . . . . . . . . . . . .

ENGINEERING:
#Structural Engineering
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E
S
S
S
S
S
S
S
E
F-1
14"(T
Y
P)
12"(T
Y
P)
2 0"(T
Y
P)
18"(T
Y
P)
E
F-1
E
F-1
E
F-1
10"(T
Y
P)
10"(T
Y
P)
10"(T
Y
P)
10"(T
Y
P)
10"(T
Y
P)
16"(T
Y
P)
2 0"(T
Y
P)
2 0"(T
Y
P) 2
0"(T
Y
P)
2 0"(T
Y
P) 2
0"(T
Y
P)
18"(T
Y
P)
16"(T
Y
P)
16"(T
Y
P)
16"(T
Y
P)
18"(T
Y
P)
16"(T
Y
P)
16"(T
Y
P)
18"(T
Y
P)
16"(T
Y
P)
18"(T
Y
P)
16"(T
Y
P)
16"(T
Y
P)
18"(T
Y
P)
16"(T
Y
P)
(N)(N)(N)(N)(N)(N)
(N)(N)(N)(N)
(N)
(N)(N)(N)(N)

OA VENTILATION
HVAC 1(New)

THERMOSTAT
MODEL #
H x W x D
FUSE
WEIGHT
MCA 208V/230V/3PH/60HZ

MECHANICAL EQUIPMENT

SETBACK PROGRAMMABLE
YES
FILTER MERV 13
QTY 1
E.E.R

MANUFACTURER CARRIER
N.C.C
SEER
11 59" x 89"x 50"
400 lbs.

50.0 50

13.4 3.0 Tons
50HCQA04
CFM 900
HVAC 2(New)
YES
11 59" x 89"x 50"
610 lbs.

60.0 13.4

5.0 Tons
1500
5 60

CARRIER
50HCQA06
POWER EXHAUST ECONOMISER and c02 SENSR
Flex duct = .05" on most metal duct calculator Round metal pipe = .06" on most metal duct calculators

FIELD DUCT SIZING CHART
Duct Size

ROUND DUCT SIZE ESTIMATE

RECTANGULAR DUCT SIZE ESTIMATE
14"
5"
6"
7"
8"
16"
18"
20"
Design Airflow
50 75
110
9"
10"
12"
1300
1700
160
225
300
480
700
1000
Duct Size
5"
6"
7"
8"
18"
20"
9"
10"
12"
Flexible Duct Round Metal Pipe
750
1200
14"
16"
Design Airflow
50 85
125
1500
2000
180
240
325
525
ROUND DUCT HANGER STRAP SIZES:

Duct Strap Max.

Diameter Hangers Spacing
up to 26" one 1"x22 Ga. 12Ft.
27"-36" one 1"x18 Ga. 12Ft.
37"-50" one 1"x16 Ga. 12Ft.
51"-60" two 1"x18 Ga. 12Ft.

EXHAUST VENT CONNECTION
7 6
5 3 4
2 1
EXHAUST FAN OUTLET.

ON INSIDE OF METAL SURFACES.

ASSEMBLY WITH "EISENHEISS" COATING

GALVANIZED FLEXIBLE CONNECTION
GROUNDING WIRE.

TRANSITION AS REQUIRED.

SEAL JOINT WITH SILICONE.

MAXIMUM (MINIMUM 3 FASTENERS).

ACID RESISTANT FLEXIBLE CONNECTION.

SCREWS OR BLIND RIVETS AT 15"

STAINLESS STEEL SHEET METAL

4. 3.

1. 2.

7. 5.

6. 05/10/24

MECHANICAL LEGEND

RECTANGULAR SUPPLY REGISTER

SEE PLAN FOR SIZE

RECTANGULAR RETURN REGISTER

SEE PLAN FOR SIZE

ROUND HARD DUCY

SEE PLAN FOR SIZE

ROUND RETURN REGISTER

SEE PLAN FOR SIZE

SUPPLY REGISTER MF SUPPLY REGISTER
EXHAUST FAN WITH LIGHT 27W

PRIMARY AND SECONDARY

CONDENSATE DRAIN LINES
WP
GFI
S

SURFACE CONNECTION BOX

RECEPTACLE - WATER PROOF W/ GROUND
FAULT INTERRUPTER @ +12" - U.N.O.

SMOKE DETECTOR
1 1
NOTES

1. All duct openings and other air distribution component openings shall be protected during storage on the construction site until final start-up with tape, sheet metal, or other acceptable methods to reduce the amount of dust and debris, which may collect in the systems CGBC 5.504.3

2. HVAC, refrigeration equipment shall not contain CFC'S per CGBC 5.508

3. All ducts will have R-8 duct insulation

LOCAL VENTILATION RATE SUMMARY
BATHROOM FAN FLOW (EF-1) = 80 CFM
NUMBER OF NEW BATHROOMS = 2
DUCT SIZE = 4 INCHES

MAXIMUM ALLOWABLE
DUCT LENGHT = 70 FT
1/4" = 1'-0"
Table 120.1.A.-Minimum Ventalation Rates, Occupancy
Category, Disco/Dance Floor. 20 Cubic Feet per minute
(CFM) per person, with an outdoor air rate of 0.06 cfm
per square foot
Occupancy 274 x 20cfm = 5480 cfm ventalation rate
8400 cfm provided

Page 313 ends

Item 19.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
P-1
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

General Notes
23 25
7 2-6
51 T
H
E
O
D
O
RA
L
N. PA
L
M
D
E
S
E
RT
C
A. 9
2 2
6 0
LIC. #
5 816
3 6
O
F
FIC
E: 7
6 0-5
6 7-2
3 4
7 FA
X: 7
6 0-7
7 9-9
5 2
5 . . . . . . .

CONSULTANTS . . . . . . . . . . . . . . . .

ENGINEERING:
#Structural Engineering
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
OWNER . . . . . . . . . . . . . . . . . .

Daniel Glubaich
175 E Main St.

Morgan Hill, 95037
760-567-2347
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E
E.

STATE GAS CODE.

WHERE NECESSARY.

PLUMBING EQUIPMENT:

SPECIFIED FOR WASTE PIPING.

PIPING SHALL NOT EXCEED 50'-0".

CLEANOUTS:

BRONZE SEAT, COMPOSITION DISC.

SMALLER.

VALVES:

ROOF DRAIN PIPING WHERE SHOWN ON DRAWINGS, SHALL BE SAME AS

FOR RODDING (IN UNFURNISHED AREAS WHEREVER POSSIBLE) WHERE

ALL CLEANOUTS SHALL BE INSTALLED IN LOCATIONS EASILY ACCESSIBLE

WASTE OR SOIL STACK, AND AT THE END OF EACH HORIZONTAL RUN OF

FULL SIZE CLEANOUTS SHALL BE INSTALLED AT THE BASE OF EACH CHECK VALVES, SWING TYPE, SCREWED, BRONZE BODY, COMPOSITION DISC.

GLOBE VALVES SHALL BE SCREWED BRONZE.

GATE VALVES SHALL HAVE SOLID TAPERED WEDGE.

VALVE ENDS FOR COPPER WATER TUBE TYPE "L"; SOLDER-JOINT TYPE.

VALVE ENDS FOR THREADED PIPE: SCREWED FOR SIZE 2-1/2" AND BODY BRONZE MOUNTED FOR 2-1/2" AND LARGER.

VALVE MATERIAL: BRONZE MATERIAL FOR SIZE 2" AND SMALLER, IRON VALVES SHALL HAVE TEST RATING OF NOT LESS THAT 125 PSI.

PIPE. THE DISTANCE BETWEEN CLEANOUTS IN HORIZONTAL RUNS OF

CHECK VALVES, SWING TYPE FLANGED, IRON BODY BRASS MOUNTED, ALL VALVES TO BE BALL VALVES WHERE POSSIBLE.

FIXTURES:

IN THE FIXTURE LIST.

TRAPS DRAIN STRAINERS, ETC.

WHO CAUSED THE DAMAGE.

AND SHOWERS 3.0 GPM.

WATER SUPPLY SYSTEMS:

SANITARY SYSTEM:

ROOF FLASHING:

ABOVE PIPING OUTSIDE BUILDINGS.

CONNECTIONS.

BE VALVED AND DRIP COCKS PROVIDED SO THAT THE ENTIRE SYSTEM WATER SUPPLY. ALL BRANCH MAINS AND CONNECTIONS TO RISERS SHALL

FIXTURES AND EQUIPMENT OUTLETS REQUIRING A COLD AND/OR HOT

PLANS INCLUDING SHUT-OFF AND DRAIN VALVE ON SERVICE TO ALL BUILDING PIPING: PROVIDE A COMPLETE PIPING SYSTEM AS SHOWN ON WORK. LAY PIPING TRUE TO LINE AND GRADE UNIFORMLY UNLESS

CONTRACTOR TO VERIFY ELEVATIONS OF SEWER MAINS BEFORE STARTING FLASH WITH LONG BOOT LEAD FLASHING AROUND PIPE.

VENTS THROUGH ROOF TERMINATE 12" ABOVE THE ROOF OR FIREWALL.

INSTALLED FLUSH WITH FLOOR AND PROVIDED WITH FLANGED CLEANOUT MAY BE DRAINED. FIXTURE STOPS SHALL BE INSTALLED ON ALL FIXTURE OTHERWISE INDICATED OR DIRECTED, MAINTAIN 36" MINIMUM COVER COVER. PROVIDE ACCESS PANELS AS REQUIRED.

THE BASE OF THE FLASHING SHALL BE MINIMUM 12" X 12" ON THE ROOF.

STACKS OR OTHER PIPING ARE CONCEALED, CLEANOUTS SHALL BE

1.6 GPF, URINALS 1.5 GPF, LAVATORIES 2.75 GPM, SINKS 2.75 GPM, PROVIDE LOW-FLOW PLUMBING FIXTURE DEVICES FOR: WATERCLOSETS SPECIFIED. THIS INCLUDES FIXTURE CONNECTIONS, FIXTURE STOPS,

BE CHROMIUM PLATED UNLESS A DIFFERENT PLATING OR FINISH IS

ALL EXPOSED METAL PARTS REQUIRED FOR FIXTURE INSTALLATION SHALL

SHALL BE IMMEDIATELY REPLACED BY THIS CONTRACTOR REGARDLESS OF FINAL ACCEPTANCE OF THE BUILDING BY OWNER. ANY DAMAGED FIXTURE

THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF FIXTURES UNTIL FURNISH AND INSTALL PLUMBING FIXTURES, TYPE "A" QUALITY SPECIFIED HOSE MAY BE ATTACHED AND WHERE INDICATED IN THE PLANS.

BRANCH LINES TO ALL OUTLETS WITH THREADED OUTLETS WHERE A GARDEN VACUUM BREAKERS: PROVIDE LINE SIZE VACUUM BREAKER ON ALL SHUTTING DOWN ENTIRE WATER SYSTEM WHEN REPLACING FAUCET WASHERS.

ROUGH-INS, ETC. TO BE SUPPLIED WITH STOP VALVES TO PREVENT STOP VALVES: ALL FIXTURES, SILLCOCKS, YARD HYDRANTS, HOSE BIBBS,

INDEXED FOUR ARM HANDLE, BRASS, AMERICAN STANDARD OR EQUAL, HOSE BIBBS: THREADED END, 3/4" SIZE, ADJUSTABLE FLANGE, SILLCOCK: NIBCO FIG. NO. 62-6S, WITH ANTI-SIPHON PROTECTION.

THE ENTIRE PLUMBING SYSTEM IN SATISFACTORY OPERATING CONDITION.

CONTRACTOR SHALL MAKE ALL ADJUSTMENTS AS REQUIRED AND PLACE

BEFORE FINAL ACCEPTANCE OF THE SYSTEM AS A WHOLE, THIS

GAS PIPING, IF ANY, SHALL BE TESTED AS REQUIRED BY LOCAL OR FREEZE-PROOF AS REQUIRED BY THE UNIFORM PLUMBING CODE.

ALL WASTE AND VENT PIPING SHALL BE TESTED WITH WATER OR AIR ANY PIPING IS COVERED OR CONCEALED IN ANY PART OF THE BUILDING.

TESTED WITH 125 LBS. HYDROSTATIC TEST AND PROVEN TIGHT BEFORE

ALL HOT AND COLD WATER LINES SHALL BE CAPPED OR PLUGGED AND TESTS FOR PLUMBING AND DRAINAGE SYSTEMS:

UNIONS:

PIPE AND FITTINGS:

GROUND JOINT, BRASS TO IRON SEAT.

ALLOW REPAIRS OR REPLACEMENT.

CLEAN PIPING WHEN INSTALLED, KEEP CLEAN.

AND DISTORTIONS, END REAMED OUT SMOOTH.

PIPE, PIPING INSTALLATION:

ARE JOINED.

COPPER TYPE.

INSTALLED.

AND LARGER AT 1% PER FOOT.

SOFT COPPER UNDER THE SLAB.

GOVERNING CODES AND ORDINANCES.

APPENDIX "D".
(LATEST EDITION).

PLUMBING SPECIFICATIONS:
"UNIFORM PLUMBING CODE" AND APPLICABLE STATE AND LOCAL CODES

MATERIALS, METHODS AND DETAILS OF PLUMBING WORK SHALL CONFORM TO

HOT WATER SYSTEM, PLUMBING FIXTURES, AND WATER SERVICE,

DRAINAGE, SEWER WASTE, VENT SYSTEMS, COLD WATER SYSTEM, INDICATED ON PLANS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING:

FURNISH LABOR, MATERIALS TO COMPLETE WORK SPECIFIED OR
SLOPE ALL SEWER PIPING 3" AND SMALLER AT 2% PER FOOT AND 4" TO ALL VERTICAL RUNS OF PIPE. INSTALL IN ACCORDANCE WITH UPC

MAY BE USED FOR CONNECTIONS TO BRANCH LINES, TO FIXTURES, AND CHANGES IN DIRECTION OCCUR. SANITARY LONG SWEEP BENDS OR TEES COMBINATION WYE AND 1/8" BEND FITTINGS SHALL BE USED WHERE REDUCED FITTINGS. WYE FITTINGS WITH 1/8" OR 1/16" BEND OR

ALL CHANGES IN PIPE SIZES IN SOIL PIPE SHALL BE MADE WITH AND FITTINGS SHALL BE BRAZED. NO JOINTS WILL BE PERMITTED IN BE TYPE "L" HARD COPPER IS INSTALLED, JOINTS BETWEEN PIPE

ALL DOMESTIC HOT, COLD WATER LINES ABOVE THE BUILDING SLAB TO OR GALVANIZED SCHEDULE 40 STEEL PIPE WITH MALLEABLE IRON SHALL BE SERVICE WEIGHT CAST IRON FOR SIZED LARGER THAN 1-1/2",

IN LOCATIONS WHERE PVC IS NOT APPROVED FOR USE, PIPING

FOR DRAIN, WASTE AND VENT PIPING WHERE APPROVED BY THE LOCAL SCHEDULE 40, PVC PIPE SHALL BE ACCEPTABLE IN LIEU OF CAST IRON

INSTALL DIELECTRIC UNIONS WHERE PIPING OF DISSIMILAR MATERIALS UNIONS FOR COPPER PIPING 2" AND SMALLER SHALL BE COPPER TO UNIONS FOR STEEL PIPING 2" AND SMALLER, 150 PSI MALLEABLE IRON

PROVIDE UNION SAME AS THE PIPING IN WHICH THEY ARE BEING

PROVIDE AT ALL VALVES AND EQUIPMENT WHEREVER NECESSARY TO FOOT EXCEPT WHERE SHOWN OTHERWISE. 2. HOT AND COLD WATER; PITCH AND GRADE: 1. SOIL, WASTE DRAINAGE, UNIFORM 1/4" PER PROVIDE PROPER ALLOWANCES FOR EXPANSION AND CONTRACTION.

METAL PIPE SHALL BE STRAIGHT, FREE FROM DENTS, SCARS, BURNS, FITTING TO BE SUITABLE FOR TYPE OF PIPE USED.

SCREWED VENT FITTINGS FOR SIZES 1-1/2" AND SMALLER.

LEVEL OR SLIGHTLY PITCHED TOWARD DRAIN POINTS.

COFFEE MAKERS, ETC.)
BACKFLOW PREVENTER: PROVIDE WATTS SERIES 7 OR #9BD.

DOUBLE CHECK VALVE TYPE (VERIFY WITH LOCAL CODES) AT ALL

CONNECTIONS TO EQUIPMENT (ICE MAKERS, VENDING MACHINES, 1 05/10/24

Page 314 ends

Item 19.

S
HEETOF

SHEETTITLE

DESCRIPTION
PROJECTNO:

MODELFILE:

DRAWNBY:

CHK'DBY:

MARKDATE
P-2
Thursday,August22,2024
03282024
#ContactFull Name
BobSipovac
SipovacConstruction Inc.

VMPEventCenter. 04.11.24V27.pln
SCALE:

PlumbingPlan
2425
72-651 THEODORA LN. PALM DESERT CA. 92260LIC. # 581636 OFFICE: 760-567-2347 FAX: 760-779-9525 .......

CONSULTANTS................

ENGINEERING:
#StructuralEngineering
MECHANICAL:

ParraConstruction
OWNER..................

DanielGlubaich
175EMainSt.

MorganHill,95037
760-567-2347
APN#603-310-005
LEGALADDRESS:

PORSEC32T5SR8E

PLUMBINGLEGEND

HOTWATERLINE(STUBOUT)

COLDWATERLINE(STUBOUT)

SEWERLINE

COLDWATERLINE

HOTWATERLINE

WATERHAMMERARRESTOR

7. Water reduction. Show on the plans the following maximum fixture flow rates from the table below. Revise general notes, plumbing plans, etc. to match. CGC

5.303.

MAXIMUM FIXTURE FLOW RATES

FIXTURE TYPE MAXIMUM FLOW RATE
Water closets 1.28 gallons/flush
Urinals (wall mounted) 0.125 gallons/flush
Urinals (floor mounted) 0.5 gallons/flush
Showerheads 1.8 gpm @ 80 psi
Lavatory faucets-
nonresidential

0.5 gpm @60 psi
Kitchen faucets 1.8 gpm @ 60 psi
Metering faucets 0.2 gallons/cycle
PLUMBINGMECHANICALELECTRICALd ENERGY COMMENTS
FUEL GAS 1308.5.1 Materials
Pipe,
fittings, valves, or other materials shall not be used again unless they are free of foreign materials and have been ascertained to be approved for the service intended. [NFPA 54:5.6.1.2]
FUEL GAS 1308.5.1.1 Other Materials
Material not covered by the standards speci
fications listed herein shall be
investigated and tested to determine that it is safe and approved for the proposed service and, in addition, shall be recommended for that service by the manufacturer and shall be acceptable to the Authority Having Jurisdiction. [NFPA 54:5.6.1.3]
308.5.2 Metallic Pipe
Cast-iron pipe shall not be used. [NFPA 54:5.6.2.1]
1308.5.2.1 Steel and Wrought-Iron
Steel and wrought-iron pipe shall be not less than standard weight (Schedule 40) and shall comply with one of the following standards:

1. ASME B36.10

2. ASTM A53

3. ASTM A106 [NFPA 54:5.6.2.2]
1308.5.2.2 Copper and Copper Alloy
Copper and copper alloy pipe shall not be used where the gas contains more than an average of 0.3 grains of hydrogen sul
fide per 100 standard cubic feet
(scf) of gas (0.7 mg/100 L).

Threaded copper, copper alloy, or aluminum alloy pipe shall not be used with gases corrosive to such material.
1308.5.2.3 Aluminum Alloy
Aluminum alloy pipe shall comply with ASTM B241 (except that the use of alloy 5456 is prohibited) and shall be marked at each end of each length indicating compliance. Aluminum alloy pipe shall be coated to protect against external corrosion where it is in contact with masonry, plaster, insulation, or is subject to repeated wettings by such liquids as water, detergents, or sewage. [NFPA 54:5.6.2.5]
Aluminum alloy pipe shall not be used in exterior locations or underground. [NFPA 54:5.6.2.6]
1308.5.3 Metallic Tubing
Seamless copper, aluminum alloy, or steel tubing shall not be used with gases corrosive to such material. [NFPA 54:5.6.3]
1308.5.3.1 Steel
Steel tubing shall comply with ASTM A254. [NFPA 54:5.6.3.1] 1308.5.3.2 Copper and Copper Alloy
Copper and copper alloy tubing shall not be used where the gas contains more than an average of 0.3 grains of hydrogen sul
fide per 100 scf of gas (0.7 mg/100
L). Copper tubing shall comply with standard Type K or L of ASTM B88 or ASTM B280.
1308.5.3.3 Aluminum Alloy
Aluminum alloy tubing shall comply with ASTM B210 or ASTM B241. Aluminum alloy tubing shall be coated to protect against external corrosion where it is in contact with masonry, plaster, insulation, or is subject to repeated wettings by such liquids as water, detergent, or sewage. Aluminum alloy tubing shall not be used in exterior locations or underground. [NFPA 54:5.6.3.3] 1308.5.3.4 Corrugated Stainless Steel
Corrugated stainless steel tubing shall be listed in accordance with CSA LC-1. [NFPA 54:5.6.3.4]
1308.5.4 Plastic Pipe, Tubing, and Fittings
Polyethylene plastic pipe, tubing, and
fittings used to supply fuel gas shall be in
accordance with ASTM D2513. Pipe to be used shall be marked "gas" and "ASTM D2513." [NFPA 54:5.6.4.1.1]
1308.5.4.1 Regulator Vent Piping
Plastic pipe and
fittings used to connect regulator vents to remote vent terminations shall be PVC in accordance with UL 651. PVC vent piping shall not be installed indoors. [NFPA 54:5.6.4.2]
D
B
B
A
A
A
C
A
A
60"
60"
60"
fs
4"C/O
4"MAIN
3"
2" SEWER CONN
3"
3"3"
2"
2"
4"MAIN
4"MAIN
2"
2"
1 05/10/24
Notes

1.Tomaintainslopeofhorizontaldrainagepiping,doublecombinationfittingisnotpermitted toinstallinhorizontalposition.Asanalternative,twocombinationwye&1/8bendfittingsmay beused.

3.Waterclosetbowlsforpublicuseshallbeoftheelongatedtype.

5.Neworrepairedpotablewatersystemsshallbedisinfectedpriortouseaccordingtothe methodsetinSection609.9ofthePlumbingCode

6.AllplumbingfixturesandfixturefittingsshallmeetthestandardsreferencedinTable5.503.6

7.Anywatersystemprovidedwithacheckvalveorabackflowpreventiondeviceshallbe providedwithanapproved,listed,adequatelysizedpressureexpansiontankorotherdevicefor intermittentoperationforthermalexpansioncontrol.

8.Allpublicrestroomshotwatersupplyisprovidedwithwatertemperingdevicethatconforms toASSE1070tolimitwatertemperatureto110F.

9.Anyfixturesinstalledonafloorlevellocatedbelowlevelofnextupstreamsewermanhole coverelevationshallbeprotectedbyabackwatervalveperCPCSection710.1

11.Eachventpipeorstackshallterminateverticallynotlessthan6inchesabovetheroofnor lessthan1footfromanyverticalsurface.(CPC906.1)

12.Eachventshallterminatenotlessthan10feetfrom,ornotlessthan3feetabove,any openablewindow/skylight,door,opening,airintake,ornotlessthan3feetineverydirection fromanylotline.(CPC906.2)

13.Hotwaterpipingisrequiredtobeinsulatedasfollow:1"pipesizeorless:1"thick insulation,largerpipesizerequire11/2"thickinsulation.Table120.3-A.ES120.3

14.Maximumflushvolumesandflowrates:Watercloset-1.28gallonsperflush(blowouttype exempt);Faucets-0.5gallonsperminute(sinkandlavs)CPCsection403.0

PLUMBINGSCOPEOFWORK

1. 2RESTROOMS,

1. MOPSINK

1. WATERFOUNTAIN

1. FLOORSINK
all domestic(i.e.potable)hotwater
pipingwill haveaminimum insulationfor
thefollowingpipesizes:1⁄2”pipe(1⁄2” insulation); 3⁄4” pipe (1” insulation); 1”- 1 1⁄2”pipes(11⁄2” insulation);2”pipesare larger (2” insulation). CPC 609.11 & ES 150.0(j) 3/16"=1'-0"
OCCUPANTLOADANALYSISFORPLUMBINGFIXTURESTABLE422.1CPC2022 4,735SQ.FT./15=316
158MALE,158FEMALE
MALE:3TOILETS,3LAVATORY2
URINALS2
FEMALE:4TOILETS,2LAVATORY

Page 315 ends

Item 19.

SHEET OF

SHEET TITLE

DESCRIPTION
PROJECT NO:

MODEL FILE:

DRAWN BY:

CHK'D BY:

MARK DATE
P-3
Thursday, August 22, 2024
03282024
#Contact Full Name
Bob Sipovac
Sipovac Construction Inc.

VMP Event Center. 04.11.24 V27.pln
SCALE:

Pumbing Details & ISO
25 25
7 2-6
51 T
H
E
O
D
O
RA
L
N. PA
L
M
D
E
S
E
RT
C
A. 9
2 2
6 0
LIC. #
5 816
3 6
O
F
FIC
E: 7
6 0-5
6 7-2
3 4
7 FA
X: 7
6 0-7
7 9-9
5 2
5 . . . . . . .

CONSULTANTS . . . . . . . . . . . . . . . .
.

ENGINEERING:
#Structural Engineering
MECHANICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
ELECTRICAL:

Sipovac Construction Inc.
72-651 Theodora Lane
Palm Desert, CA 92260
760-567-2347
CSLB # 581636
CIVIL:

GENERAL CONTRACTOR . . . . . . . . .

Parra Construction
760-567-2347
OWNER . . . . . . . . . . . . . . . . . .
#Client Company
72-651 Theodora Lane,
Palm Deseret
949-584-7145
APN # 603-310-005
LEGAL ADDRESS :

POR SEC 32 T5S R8E

FLEXIBLE ALUMINUM

FLASHING

SEALANT

SEAL EDGE OF FLASHING

WITH LAP EDGE SEALANT
5' - 0" MAX.

WALL

COLD WATER SUPPLY

TO FIXTURES

VENT IN WALL
1/2" TRAP PRIMER

DRAIN TO SEWER

TRAP PRIMER

CONNECTION
P TRAP

FLOOR DRAIN

POINT OF

CONNECTION

TO SEWER
MIN. 1/4" PER FOOT
SLOPE
3" VTR
4"MAIN 3"MAIN
3"MAIN
3"MAIN
2" VTR
2" VTR
3" VTR
2" VTR
2" VTR
3"MAIN
4"MAIN
3"MAIN
3"MAIN
2"MAIN
3" VTR
3" VTR
3" VTR
1-1/2" VTR
2" VTR
2" VTR
1-1/2" VTR
2"MAIN
1-1/2" VTR
2"MAIN
W/C(N)
W/C(N)
W/C(N)
W/C(N)
4"C/O

URINAL (N)
FD(N)

SINK(N)

SINK(N)
W/C(N)
W/C(N)

URINAL (N)

SINK(N)

SINK(N)
MS(N)
WF(N) 4"C/O
FS(N)

SINK(N)

POINT OF CONNECTION

TRAP PRIMER
W/C(N)
UR (N)
FD

SINK(N)
1/2"
1/2"
3/4"
3/4"
WH
3/4"
1/2"
1/2"
1/2"
1/2"
WF(N)

SINK(N)
W/C(N)
W/C(N)
W/C(N)
W/C(N)
UR (N)

SINK(N)

SINK(N)
UR (N)
MS(N)

SINK(N)
1 05/10/24
1 Vent Stack Detail 1 1/4" = 1'-0"
2 Trap Primer Connection 1/8" = 1'-0"
Water heater Detail 4 1:1.43
10 Waste Iso (2) 3/16" = 1'-0"
12 Water Iso Detail (1) 1/4" = 1'-0"

Page 316 ends

Item 19.

SECURITY SAFETY PLAN

MINIMUM REQUIRED SECURITY SCHEDULE
Events that exceed 50 guests are required to meet the minimum total required security officers required per the Security Plan Schedule. Any events that exceed 250 guests, are required to provide 1 additional security guard per every additional 50 guests. When occupant load reaches 250 or more, a minimum of 1 security guard shall be provided or more to ensure the egress path of travel is clear.

Daytime Special Event Rental Security Plan Schedule
2pm 3pm 4pm 5pm 6pm 7pm 8pm 9pm 10pm
Parking Lot 1-2 1-2 1-2 1-2 1-2 1-2 1-2 1-2 1-2
Main Entrance 2 2 2 2 2 2 2 2 2
Interior 2-4 2-4 2-4 2-4 2-3 2-3 2-3 2-4 2-4
Minimum Total
Security
Required
5 5 5 5 5 5 5 5 5
Night-time Nightclub/Special Event/Live Event Security Plan Schedule 8pm 9pm 10 pm 11pm 12am 1am 2am 3am
Parking Lot 1-2 1-2 1-2 1-2 1-2 1-2 1-2 1-2
Main Entrance 2 2 2 2 2 2 2 2
Interior 2-4 2-4 2-4 2-4 2-4 2-4 2-4 2-4
Minimum Total
Security
Required
5 5 5 5 5 5 5 5

SECURITY PLAN NARRATIVE
PARKING LOT AND ACCESS CONTROL:

There will be visible Security Officers that will be on site monitoring the parking lot area 1 hour prior to guest arriving. Once guests park, the patrol officer will make sure guests do not litter or linger around the parking lots for a long period of time, as we want to prevent any incidents in the parking lot area (all guests will be directed to the main entrance). Upon guests’ arrival to the main entrance, they will be greeted by a minimum of 2 more Security officers who will proceed to thoroughly search each guests before entering the premises.

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Item 19.

ACCESS TO THE EVENT:

Security Officers will be at the main entrance of the building greeting each guest. As the guest begin to arrive to the main entrance, the Officers will make a uniform line, keeping the guest away from the vehicle traffic. Each guest will be thoroughly searched by hand, and with a metal detector, including purses/bags on guest. All guests age will be verified by government issue ID or DL before granting access to the building. Officers will also have a counter to control the building capacity of guest.

INTERIOR SECURITY:

Once the guests arrive inside of the building. They will encounter more Security Officers roaming the building floor, monitoring the emergency exits, and back entrance to control guest access and prevent any unwanted and/or unmonitored access to the building. Once the peak hours of the event hit and the outside traffic has slowed down, one of the officers of the main entrance will go in the building to assist in crowd control and prevention of any incident inside the event (monitoring all guest activity in the building floor as well as the restrooms). This will leave a Patrol Officer monitoring the parking lots with emergency amber lights and one main entrance Officer to control access and monitor guest leaving the building, this will prevent any alcoholic beverages outside the building. There will be a total of 4 Officers roaming the interior of the event.

IN CASE OF AN EMERGENCY:

In case of any non-life-threatening emergency, our Security Officers are trained to do their best at deescalating any situation the fastest way possible. Our security Officers will always be aware of each other’s locations in case of back up needed. In case of a life-threatening or significant emergency one of our Officers has the duty of contacting 911 and relaying all the information as it is happening to the correct authorities and until law enforcement, fire and/or EMS arrives. During this time the rest of the Officers will be trying to deescalate any situation and assisting with crowd control. Once Law Enforcement, Cal Fire and/or EMS arrives, the Security Officers will assist them in whatever they need.

FURTHERMORE, PREVENTION OF INCIDENTS:

Security Officers will do their best to have every single guest out of the building 5 minutes before closing time (2:00am). At the closing time at (2:00am), officers will ensure guests leave the building and security will monitor until (3:00am) on special event nights Thursday through Sunday. At this time 2 Officers will be in the patrol vehicle driving around with amber emergency lights monitoring the parking lot. They will be urging the guest to leave the property as soon as possible to prevent them from loitering in the parking lot and to prevent any further incident at the location. The rest of the officers will be in the front of the building monitoring guest activity and urging guest to leave as soon as possible and to assist patrol officers in case of any incident. Our main objective is to keep our guest and staff safe and our location free of any negative incidents. We want to have all guest away from the building and out of the parking lot as fast as possible to prevent any incidents. Also, in the event any of our guest and/or staff

Page 318 ends

Item 19.
creates any negative issues (as small as they might be) while inside or outside our establishment, they will be denied access after that.

VMP Nightclub & Event Center will work with Police Department to ensure the safety of all guest VMP Nightclub & Event Center will work with Police Department for any incidences of concern by the police. This may include contracting with the Police Department for any excessive patrols which may require conditions of approval to be reconsidered by the City Council.

Security Safety Plan Presented By: Security Safety Plan Agreed By:

VMP Events Center_______ ___________________________

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Item 19.

Page 320 ends

Item 19.

Page 321 ends

Item 19.

Landscape Legend
Drought Tolerant Desert Landscaping is required within on and off-site landscaping for the area as described in the attached Landscape Exhibit. Below are a list of landscape materials permitted within on and off-site landscape areas:
- Bougainvilla shrubs
- Red Yucca
- Agave
- Fruitless Olive Tree
- Other high quality desert landscape materials to be approved by Development Service Director of Public Works Director.

Page 322 ends

Item 19.

Vicinity Map

Page 323 ends

Item 19.

Front Elevation

Page 324 ends

Item 19.

Parking Lot Condition

Page 325 ends

Item 19.

Page 326 ends

Item 19.

Rear Entrance at Cesar Chavez Street

Page 327 ends

Item 19.

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Item 19.

Landscape Condition
Parking Lot Landscaping
Cesar Chavez Street Landscape Areas

Page 329 ends

Item 19.

Page 330 ends

Item 19.

Table 1 – On-Sale Alcohol Licenses
On-Sale Alcohol License within Census Tract 9404
Business Name Address License Type
1 FRATERNAL ORDER OF
EAGLES AERIE NO 2594
46425 TYLER ST 51 (Club)
2 FRATERNAL ORDER OF
EAGLES AERIE NO 2594
46425 TYLER ST 58 (Special On-Sale General)
3 SPOTLIGHT 29 CASINO 46200 HARRISON ST 47 (On-Sale General – Eating Place) 4 SPOTLIGHT 29 CASINO 46200 HARRISON ST 68 (Portable Bar License) 5 SPOTLIGHT 29 CASINO 46200 HARRISON ST 77 (Event Permit) 6 SPOTLIGHT 29 CASINO 46200 HARRISON ST 58 (Caterer’s Permit) 7 TAQUERIA ALLENDE 49715 HARRISON ST 41 (On-Sale Beer and Wine – Eating Place) 8 SANTA FE RESTAURANT 46425 TYLER ST 47 (On-Sale General – Eating Place) 9 ASADERO LOS CORRALES 46425 TYLER ST 41 (On-Sale Beer and Wine – Eating Place) 10 EASTERN BUFFET 49939 HARRISON ST 41 (On-Sale Beer and Wine – Eating Place) 11 PIZZA HUT 46200 HARRISON ST 41 (On-Sale Beer and Wine – Eating Place) 12 CARNITAS LA PIEDAD

RESTAURANT INC
49625 US HIGHWAY
86 41 (On-Sale Beer and Wine – Eating Place)
13 CARNITAS LA PIEDAD

RESTAURANT INC
49625 US HIGHWAY
86 58 (Caterer’s Permit)
14 MARISCOS GUAMUCHIL INC 49405 GRAPEFRUIT
BLVD
47 (On-Sale General – Eating Place)
15 TACO SHOP 760 CORP 48975 GRAPEFRUIT
BLVD, STE 3
58 (Caterer’s Permit)
16 TACO SHOP 760 CORP 48975 GRAPEFRUIT
BLVD, STE 3
47 (On-Sale General – Eating Place)
17 LA NORIA FONDA CENADURIA
AND CAFÉ INC
49613 CESAR

CHAVEZ ST
41 (On-Sale Beer and Wine – Eating Place)
18 MARISCOS EL PATRON 84400 INDIO BLVD 47 (On-Sale General – Eating Place) (SUSPENDED)
19 MI LINDO SINALOA 49291 GRAPEFRUIT
BLVD, STE 2
58 (Caterer’s Permit)
(SURRENDERED)
20 MI LINDO SINALOA 49291 GRAPEFRUIT
BLVD, STE 2
47 (On-Sale General – Eating Place)
(SURRENDERED)
*Surrendered licenses are counted by ABC towards the concentration of ABC licenses.

Page 331 ends

Item 19.

STAFF REPORT
9/25/2024
TO: Planning Commission Chair and Commissioners
FROM: Gabriel Perez, Development Services Director
SUBJECT: Adopt Ordinance No. 1213 (Zoning Ordinance Amendment No. 22-09) 1st Reading to amend Coachella Municipal Code Title 17 regarding zoning district permitted uses and development standards for the R-E, Residential Estate District, Chapter 17.12 of the Coachella Municipal Code. City-Initiated.

STAFF RECOMMENDATION:

Staff recommends that the City Council introduce Ordinance No. 1213 for first reading, by title only, to adopt Ordinance No. 1213 to amend Coachella Municipal Code (C.M.C.) Chapter 17.12 to modify zoning district permitted uses and development standards for the Residential Estate District.

BACKGROUND:

On December 14, 2022 Planning Division staff identified to the Coachella City Council a work program to update the Coachella Municipal Code Title 17, Zoning, to streamline the development review process, create more flexibility in development standards, and modify Zoning Ordinance to address new changes required by State Law. Staff has identified Code Amendments as follows:
 Sidewalk Vending: Adopt amendments to address SB 946 allowing cities, by ordinance or resolution, to adopt requirements for the public safety regulating any type of vending and the time, place, and manner of vending from a vehicle upon a street if requirements are directly related to objective health, safety, or welfare concern.  Housing Law Updates: Revise residential zoning standards to address new State housing law related to flexibility for construction of accessory dwelling units (ADUs) and SB 9 (Atkins) that requires cities to apply a ministerial review process for eligible development of up to two principal dwelling units on a parcel in a single-family residential zone.  Residential Front Yard Structures: Revise requirements for residential front yards that would permit certain structures to encroach into the front yard setback such as covered vehicle canopies over residential driveways.
 Parking Standards: Revise commercial parking requirement to be commensurate with parking standards in surrounding Coachella Valley cities and allow for applicant initiated parking studies as a method to identify projected parking demand for proposed uses and reduce parking below minimum parking requirements if warranted. Staff will further

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evaluate the merits of eliminating minimum parking requirements.  Sign Ordinance: Revise sign ordinance to only permit freestanding signs in association with multi-tenant commercial centers. The existing sign ordinance permits a 25-foot high freestanding sign for any business.
 Special Events: Establish a new permitting mechanism for a range of allowable special events in the Zoning Ordinance.
 Residential Block Walls: Revise residential development standards to allow for front yard obscuring block walls in the front yard that would accommodate courtyards and front yard pools subject to aesthetic performance standards.
 Commercial Landscape Maintenance: Revise requirements for commercial landscape maintenance responsibilities to ensure landscape areas subject to approved landscape plans are maintained in a first class condition.
 Architectural Review Permit Findings: Currently no findings are identified in the Zoning Ordinance for the approval of Architectural Review permits.  Minor Variances: Modify minor variance provisions that allow for administrative variances to allow for more flexibility from a numeric development standard by as much as 20% without strict variance findings.
 ADU Ordinance: Relocate ADU regulations as its own separate chapter in the municipal code and update the ordinance to comply with State ADU requirements. Revise ADU regulations to clarify approval, parking, and architectural requirements.

Staff proposed amendments to Coachella Municipal Code chapters 17.11, 17.12, 17.13, 17.14,

17.15, 17.16, 17.24, 17.26, 17.28, 17.30, 17.38, 17.60, 17.70, 17.72, 17.76 and Adding Chapter

17.21 to modernize the Coachella Municipal Code, allow greater flexibility in development standards, improve aesthetics of residential neighborhoods and commercial centers, streamline the development review process, and establish performance standards for energy efficiency and heat island reduction. The Planning Commission recommended approval to the City Council of amendments to Chapter 17.12 only as Ordinance No. 1213 and requested that the amendments to the other Chapters be studied further in a Planning Commission study session.

DISCUSSION/ANALYSIS:

Planning staff prepared the following code amendments to the Coachella Municipal Code Chapter

17.12 to update the Residential Estate District to ensure agricultural uses are not considered a nonconforming use and allow for lodging uses that are consistent with the agricultural character of many properties that would be zoned Residential Estate. Lodging uses would require that agricultural production is maintained on-site consistent with the standards of the new Riverside County Rancho Ordinance including the preservation of date palms that are iconic representations of the City of Coachella and celebrate the City’s unique agricultural heritage. The modifications to the R-E zone are outlined below.

R-E Residential Estate Chapter 17.12
 Agricultural Uses. Add existing commercial agricultural activity as a permitted use.  Lodging. Permit bed and breakfast, hotel and resort in an agricultural setting subject to a CUP

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approval where forty percent (40%) of the property utilized for agricultural crops with twenty percent (20%) planted with date palms. Associated tourist-related uses such as conference facilities, gift shops, wellness spas, and recreational facilities may be approved with the CUP. (R-E zone only)
 Perimeter Landscape Setback. Established a 10-foot minimum perimeter landscape setback for residential developments and an average 20-foot perimeter landscape setback. This is a common setback for Coachella Valley cities. A shade standard of 30 percent of landscape area is required. (R-R Chapter 17.11, R-E Chapter 17.12, S-N, G-N zones only) ALTERNATIVES:
1) Introduce Ordinance No. 1213 for first reading, by title only, to amend Coachella Municipal Code chapter 17.12 to amend zoning district permitted uses and development standards.
2) Introduce Ordinance No. 1213 for first reading, by title only, to amend Coachella Municipal Code chapter 17.12 to amend zoning district permitted uses and development standards with amendments.
3) Deny the ordinance.
4) Continue this item and provide staff with direction.

RECOMMENDED ALTERNATIVE(S):

Staff recommends Alternative #1.

Attachments:

1. Ordinance No. 1213 ZOA No. 22-09 Phase 1 Streamline Code Amendments Exhibit A – Amendments to Code Chapter 17.12

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ORDINANCE NO. 1213

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY

OF COACHELLA, CALIFORNIA, AMENDING
COACHELLA MUNICIPAL CODE TITLE 17, ZONING,
AMENDING CHAPTER 17.12 RESIDENTIAL ESTATE

ZONING DISTRICT PERMITTED USES, DEVELOPMENT
STANDARDS AND DEVELOPMENT REVIEW PROCESS.

ZONING ORDINANCE AMENDMENT NO. 22-09. CITYINITIATED (First Reading) WHEREAS, pursuant to the authority granted to the City of Coachella (“City”) by Article XI, Section 7 of the California Constitution, the City has the police power to regulate the use of land and property within the City in a manner designed to promote public convenience and general prosperity, as well as public health, welfare, and safety; and, WHEREAS, the proposed Ordinance would amend Title 17 (Zoning) to streamline the development review process, create more flexibility in development standards, and implement the General Plan.

WHEREAS, based on that analysis, the City Council finds that the Objective Design Standards are exempt from further review of the California Environmental Quality Act (CEQA) because it is an administrative activity which will not result in a direct or reasonably foreseeable indirect physical change to the environment and is not a "project" as defined by section 15378 pursuant to State CEQA Guidelines 15060(c)(2 and 3) and 15061(b)(3). The Ordinance will not result in any increase in the intensity or density of any land use above what is currently allowed in the Coachella General Plan 2035 and the Zoning Ordinance.

WHEREAS, on September 4, 2024 the Planning Commission held a duly noticed public hearing to review the project at which time during the hearing members of the public were given an opportunity to testify regarding the Project; and
WHEREAS, after said public hearing, the Planning Commission recommended that the City Council approve this Ordinance.

WHEREAS, on September 25, 2024 the City Council held a duly noticed public hearing to review the project at which time during the hearing members of the public were given an opportunity to testify regarding the Project; and

NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF COACHELLA, CALIFORNIA, DOES HEREBY ORDAIN AS FOLLOWS:

SECTION 1. Incorporation of Recitals. The City Council of the City of Coachella, California, hereby finds that the foregoing recitals are true and correct and are incorporated herein as substantive findings of this Ordinance.

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SECTION 2. Amendment to Municipal Code Title 17, Zoning, is hereby amended as identified in Phase 1 Streamline Code Amendments Exhibit A.

SECTION 3. CEQA Analysis. The Planning Division prepared an environmental assessment for the proposed zoning ordinance amendment and based on that analysis the City Council finds that the Phase 1 Streamline Code Amendments are exempt from further review of the California Environmental Quality Act (CEQA) because it is an administrative activity which will not result in a direct or reasonably foreseeable indirect physical change to the environment and is not a "project" as defined by section 15378 pursuant to State CEQA Guidelines 15060(c)(2 and 3) and 15061(b)(3). The Ordinance will not result in any increase in the intensity or density of any land use above what is currently allowed in the Coachella General Plan 2035 and the Zoning Ordinance.

SECTION 4. Severability. If any section, subsection, subdivision, paragraph, sentence, clause or phrase of this Ordinance, or any part thereof, is for any reason held to be invalid or unconstitutional by a decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this Ordinance, or any part thereof. The City Council hereby declares that it would have passed each section, subsection, subdivision, paragraph, sentence, clause or phrase thereof, irrespective of the fact that any one or more section, subsection, subdivision, paragraph, sentence, clause or phrase would be subsequently declared invalid or unconstitutional.

SECTION 5. Publication and Effective Date. The City Clerk shall certify to the passage and adoption of this Ordinance and shall cause this Ordinance to published or posted as required by law, which shall take full force and effect thirty (30) days from its adoption.

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PASSED, APPROVED, AND ADOPTED this 9th of October, 2024 by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Steven Hernandez, Mayor
City of Coachella
ATTEST:
___________________________________
Angela M. Zepeda, City Clerk
City of Coachella
APPROVED AS TO FORM:
___________________________________
Carlos Campos, Best Best & Krieger LLP
City Attorney

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Title 17 ‐ ZONING
Chapter 17.12 R‐E RESIDENTIAL ESTATE ZONE
Coachella, California, Code of Ordinances Created: 2024‐06‐26 08:27:36 [EST] (Supp. No. 26)

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Chapter 17.12 R‐E RESIDENTIAL ESTATE ZONE1

17.12.010 Intent and purpose.

This zone is intended to provide for the establishment of residential areas which are to be developed at low density and with reasonable and adequate limitations, safeguards, and controls for the keeping and maintenance of horses in those areas of the city where noncommercial equestrian activities may be an integral part of the neighborhood amenities. This zone implements the Estate Rancho land use designation in the General Plan. (Prior code § 025.01)
(Ord. No. 1204, § 3(Exh. A.1), 7‐26‐23)

17.12.020 Permitted uses.

The following uses are permitted in the R‐E (Residential Estate) zone subject to all provisions of this chapter.

A. Primary Uses.

1. Dwellings, single‐family detached. No more than one such dwelling shall be permitted on one lot regardless of the size of the lot.

2. Public and private parks.

3. Public Utility Facilities (City‐initiated).

4. Existing commercial agricultural activity consistent with California Civil Code “Right to Farm Act.” B. Accessory Uses. The following buildings, structures, and uses are permitted when clearly incidental and accessory to the primary permitted use.

1. Accessory dwelling units and Junior accessory dwelling units, per Section 17.60.010.H. (Accessory Dwelling Units).

2. Accessory structures, non‐habitable, including private garages or carports, garden greenhouses, recreation rooms, pool bathhouses, or private stables and swimming pools.

3. Keeping of horses with the following specifications:
a. Minimum Lot Area. Twenty thousand (20,000) square feet. b. Minimum Lot Area Per Horse. Five thousand (5,000) square feet. c. No stable, shelter or corral shall be located within thirty‐five (35) feet of any dwelling or other building used for human habitation.

1 Editor's note(s)—Ord. No. 1204, § 3(Exh. A.1), adopted July 26, 2023, repealed Ch. 17.12, §§ 17.12.010—

17.12.030 and renumbered Ch. 17.14, §§ 17.14.010—17.14.030 as Ch. 17.12, §§ 17.12.010—17.12.030 as set out herein. The historical notation has been retained with the amended provisions for reference purposes.

Former Ch. 17.12, pertained to the A‐T Agricultural Transition Zone and derived from Prior code §§ 020.01— 020.03; Ord. No. 1171, § 6, adopted Aug. 25, 2021.

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d. Horses are kept or maintained for the private use of the family residing on the premises, except that a maximum of two horses owned by residents in the neighborhood may be boarded.

4. Parking facilities, such as cars, trucks, and vehicles owned by persons residing on the premises.

5. Home occupations, subject to the provisions of Section 17.58.010.

6. Pens and other shelter for domestic, noncommercial animals and pets. Such shelter shall not be nearer than thirty‐five (35) feet from any building used for human habitation.

7. Permitted Signs. Only the following signs shall be permitted:
a. One unlighted identification sign not to exceed eight square feet in area. b. One unlighted sign pertaining to the rental, sale or lease of the premises, not to exceed twelve (12) square feet in area. Such sign shall be located not less than ten (10) feet from any property line.

8. The growing of field crops, trees, vegetables, fruits, berries and nursery stock, including wholesaling of crops produced upon the premises.

9. Restaurant as an accessory use associated with growing of field crops, trees, vegetables, fruits, berries and farm stands.

C. Conditional Uses. The following uses may be permitted in the RE zone, subject to obtaining a conditional use permit as specified in Section 17.74.010.

1. Clubs and lodges, private, nonprofit when site fronting on an arterial street.

2. Public and private golf courses.

3. School, private, nonprofit.

4. Farm stands.

5. Bed and Breakfast

6. Hotel and Resort in accordance with a master plan where forty percent (40%) of the property utilized for agricultural crops with twenty percent (20%) planted with date palms.

D. Tourist‐Related Uses. The following uses are permitted only where integrated with and clearly incidental to a resort use approved through a conditional use permit.

1. Those uses which can be shown to make up a resort experience, which may include, but are not necessarily limited to conference and convention facilities, recreational facilities, restaurants, bar and cocktail lounge, wellness spa, gift shops, country clubs and golf courses and community event facilities including, but not limited to primarily outdoor events including anniversary, celebrations, ceremony, wedding ceremony and/or receptions, birthday, quincenera, sweet‐ sixteen event, baby shower, holiday party, graduation, fundraiser for a charitable non‐profit organization or farm‐to‐table event.

(Prior code § 025.02; Ord. No. 1171, § 7, 8‐25‐21)
(Ord. No. 1204, § 3(Exh. A.1), 7‐26‐23)
Formatted: Indent: Left: 0.31", Hanging: 0.34"
Formatted: Indent: Left: 0.69", Hanging: 0.31"

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17.12.030 Property development standards.

The following standards of development shall apply in the R‐E (Residential Estate) Zone:

A. Residential Density.

1. Minimum Density. One dwelling unit/acre.

2. Maximum Density. 2.2 dwelling unit/acre.

B. Lot Requirements.

1. Minimum Lot Area. Twenty thousand (20,000) square feet.

2. Minimum Lot Width. One hundred (100) feet.

3. Minimum Lot Depth. One hundred (100) feet.

C. Yard Requirements.

1. Building Setback. A building setback of not less than sixty (60) feet from the center line of any street, public or private, or not less than twenty (20) feet from the established street line of any street shall be maintained.

2. Side Yard. Each lot shall have side yards of at least twenty (20) feet in width.

3. Rear Yard. Each lot shall have a rear yard of at least twenty‐five (25) feet.

D. Height Limits.

1. The maximum height of the primary structure shall be two‐and‐one‐half stories or thirty‐five (35) feet, whichever is less.

2. The maximum height of accessory buildings or structures shall be seventeen (17) feet except that the maximum height of accessory buildings or structures incidental to agricultural pursuits as permitted in Section 17.10.020 shall be equal to one‐half the distance of such building or structure from any property line.

3. The maximum height of accessory dwelling units shall be per Section 17.60.010.H. (Accessory Dwelling Units).

E. Off‐Street Parking. Off‐street parking shall be provided for, subject to the requirement of Section

17.54.010 of this title.

F. Landscape setback. The minimum perimeter landscape setback for projects without building frontages along perimeter streets shall equal at minimum 10 feet at any point and have an average perimeter landscape setback of 20 foot for the entire frontage. Shade tree plantings shall be installed to provide shade of 30 percent of landscape area within 10 years. Shade structures with cool roofing materials may be permitted in whole or in part in lieu of shade tree plantings.

GF. Architectural Review. All development in the R‐E (Residential Estate) Zone, is subject to architectural review as set forth in Section 17.72.010 of this title.

1. Mobilehomes are subject to the architectural review process as set forth in Section 17.72.010 of this title.

2. All mobilehomes subject to this review process shall be certified under the National Mobilehome Construction and Safety Act of 1974; and permanent foundations shall be approved by the Formatted: Indent: Left: 0.33", Hanging: 0.35"

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building official; and roof material, roof overhang and exterior finish materials shall be the same as typically used on conventional single‐family structures.

3. All mobilehomes shall be compatible with surrounding development.

4. All mobilehomes subject to the same development standards that apply to a conventional single‐ family dwelling.
(Prior code § 025.03)
(Ord. No. 1204, § 3(Exh. A.1), 7‐26‐23)

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Coachella City CouncilSeptember 25, 2024

Coachella City Council
September 25, 2024