2023-05-09; City Council; ; Approval of Plans, Specifications and Contract Documents and Authorization to Advertise for Bids for the Senior Center Roof Replacement Project — Carlsbad City Council, May 9, 2023 (part 3 of 3)

3.3 SLEEVE-SEAL-FITTING INSTALLATION
A. Install sleeve-seal fittings in new walls and slabs as they are constructed.

B. Assemble fitting components of length to be flush with both surfa ces of concrete slabs and walls. Position water stop flange to be centered in concrete slab or wall.

C. Secure nailing flanges to concrete forms.

D. Using grout, seal the space around outside of sleeve-seal fittings.

END OF SECTION 26 05 44
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SECTION 26 05 53 - IDENTIFICATION FOR ELECTRICAL SYSTEMS PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section Includes:

1. Identification for raceways.

2. Identification of power and control cables.

3. Identification for conductors.

4. Underground-line warning tape.

5. Warning labels and signs.

6. Instruction signs.

7. Equipment identification labels.

8. Miscellaneous identification products.

1.3 ACTION SUBMITTALS
A. Product Data: Submit manufacturer’s c atalog cut sheets for each electrical identification product indicated.

B. Samples: For each type of label and sign to illustrate size, colors, lettering style, mounting provisions, and graphic features of identification products.

C. Identification Schedule: An index of nomenclature of electrical equipment and system components used in identification signs and labels.

1.4 QUALITY ASSURANCE
A. Comply with ANSI A13.1 and IEEE C2.

B. Comply with NFPA 70.

C. Comply with 29 CFR 1910.144 and 29 CFR 1910.145.

D. Comply with ANSI Z535.4 for safety signs and labels.

E. Adhesive-attached labeling materials, including label stocks, laminating adhesives, and inks used by label printers, shall comply with UL 969. Adhesive type lab els shall be used for only applications indicated in this section.

1.5 COORDINATION
A. Coordinate identification names, abbreviations, colors, and other features with requirements in other Sections requiring identification applications, Drawings, Shop Drawings, m anufacturer's wiring diagrams, and the Operation and Maintenance Manual; and with those required by codes, standards, and 29 CFR 1910.145. Use consistent designations throughout Project.

B. Coordinate installation of identifying devices with completion of co vering and painting of surfaces where devices are to be applied.

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C. Coordinate installation of identifying devices with location of access panels and doors.

D. Install identifying devices before installing acoustical ceilings and similar concealment.

PART 2 - PRODUCTS

2.1 POWER AND CONTROL RACEWAY IDENTIFICATION MATERIALS
A. Comply with ANSI A13.1 for minimum size of letters for legend and for min imum length of color field for each raceway size.

B. Colors for Raceways Carrying Feeders and Circuits at 600 V or Less:

1. Black letters on an orange field

2. Legend: Indicate voltage and system or service type.

C. Colors for Raceways Carrying Feeders and Circuits at More Than 600 V:

1. Black letters on an orange field.

2. Legend: "DANGER CONCEALED HIGH VOLTAGE WIRING."
D. Vinyl Labels for Raceways Carry ing Circuit s at 600 V or Less: Preprinted, flexible label laminated with a clear, weather - and chemical-resistant coating and matching wraparound clear adhesive tape for securing ends of legend label.

E. Snap-Around Labels for Raceways Carrying Circuits at 6 00 V or Les s: Slit, pre -tensioned, flexible, preprinted, color-coded acrylic sleeve, with diameter sized to suit diameter of raceway or cable it identifies and to stay in place by gripping action.

F. Snap-Around, Color-Coding Bands for Raceways Carrying Circuits at 600 V or Less: Slit, pre- tensioned, flexible, solid-colored acrylic sleeve, 2 inches (50 mm) long, with diameter sized to suit diameter of raceway or cable it identifies and to stay in place by gripping action.

G. Tape and Stencil for Raceways Carryi ng Circuits More Than 600 V: 4-inch- (100-mm-) wide black stripes on 10-inch (250-mm) centers diagonally over orange background that extends full length of raceway or duct and is 12 inches (300 mm) wide. Stop stripes at legends.

H. Metal Tags: Brass or alu minum, 2 by 2 by 0.05 inch (50 by 50 by 1.3 mm) , with stamped legend, punched for use with self-locking cable tie fastener.

I. Write-On Tags: Polyester tag, 0.010 inch (0.25 mm) thick, with corrosion-resistant grommet and cable tie for attachment to conductor or cable.

1. Marker for Tags: Permanent, waterproof, black ink m arker recommended by tag manufacturer.

2. Marker for Tags: Machine -printed, perma nent, waterproof, black ink marker recommended by printer manufacturer.

3. Use write-on tags for temporary service only if specified on the documents.

2.2 ARMORED AND METAL-CLAD CABLE IDENTIFICATION MATERIALS A. Comply with ANSI A13.1 for minimum size of letters for legend and for minimum length of color field for each cable size.

B. Colors for Cables Carrying Circuits at 600 V and Less:

1. Black letters on an orange field
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2. Legend: Indicate voltage and system or service type.

C. Colors for Cables Carrying Circuits at More Than 600 V:

1. Black letters on an orange field.

2. Legend: "DANGER HIGH VOLTAGE WIRING."
D. Vinyl Labels: Preprinted, flexible label laminated with a clear, weather - and chemical-resistant coating and matching wraparound clear adhesive tape for securing ends of legend label.

E. Self-Adhesive Vinyl Tape: Colored, heavy duty, waterproof, fade resistant; 2 inches (50 mm) wide; compounded for outdoor use.

F. Heat-Shrink Preprinted Tubes: Flame -retardant polyolefi n tube with machine -printed identification label. Sized to suit diameter of and shrinks to fit firmly around cable it identifies.

Full shrink recovery at a maximum of 200 deg F (93 deg C). Comply with UL 224.

2.3 POWER AND CONTROL CABLE IDENTIFICATION MATERIALS
A. Comply with ANSI A13.1 for minimum size of letters for legend and for minimum length of color field for each cable size.

B. Vinyl Labels: Preprinted, flexible label laminat ed with a clear, weather- and chemical-resistant coating and matching wraparound clear adhesive tape for securing ends of legend label.

C. Self-Adhesive, Self-Laminating Polyester Labels: Preprinted, 3-mil- (0.08-mm-) thick flexible label with acrylic pressu re-sensitive adhesive that provides a clear, weather - and chemical - resistant, self -laminating, protective shield over the legend. Labels sized t o fit the cable diameter such that the clear shield overlaps the entire printed legend.

D. Heat-Shrink Preprinted Tubes: Flame -retardant polyolefin tube with machine -printed identification label. Sized to suit diameter of and shrinks to fit firmly around ca ble it identifies.

Full shrink recovery at a maximum of 200 deg F (93 deg C). Comply with UL 224.

E. Metal Tags: Brass or aluminum, 2 by 2 by 0.05 inch (50 by 50 by 1.3 mm) , wit h stamped legend, punched for use with self-locking cable tie fastener.

F. Write-On Tags: Polyester tag, 0.010 inch (0.25 mm) thick, with corrosion -resistant grommet and cable tie for attachment to conductor or cable.

1. Marker for Tags: Permanent, waterproof, black ink marker recommended by tag manufacturer.

2. Marker for Tags: Machine -printed, permanent, waterproof, black ink marker recommended by printer manufacturer.

G. Snap-Around Labels: Slit, pre-tensioned, flexible, preprinted, color -coded acrylic sleeve, with diameter sized to suit diameter of cable it identifies and to stay in place by gripping action.

H. Snap-Around, Color-Coding Bands: Slit, pre-tensioned, flexible, solid-colored acrylic sleeve, 2 inches (50 mm) long, with diameter sized to suit diameter of cable it identifies and to stay in place by gripping action.

2.4 CONDUCTOR AND CABLES IDENTIFICATION MATERIALS
A. Color coding of conductors: Provide color code d insulation by conductor manufactu rer.

Coordinate with Division 2 6, Section "Low Voltage Electrical Power Conductors and Cables".

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If permitted by owner’s representative, install color coding conductor tape for temporary installations only.

B. Color-Coding C onductor Tape: Colored, self -adhesive vinyl tape not less than 3 mils (0.08 mm) thick by 1 to 2 inches (25 to 50 mm) wide.

C. Self-Adhesive, Self-Laminating Polyester Labels: Preprinted, 3-mil- (0.08-mm-) thick flexible label with acrylic pressure -sensitive adhesive that provides a clear, w eather- and chemical - resistant, self-laminating, protective shield over the legend. Labels sized to fit the conductor diameter such that the clear shield overlaps the entire printed legend.

D. Snap-Around Labels: Slit, pre -tensioned, flexible, preprinted, c olor-coded acrylic sleeve, with diameter sized to suit diameter of conductor it identifies and to stay in place by gripping action.

E. Snap-Around, Color -Coding Bands: Slit, pre -tensioned, flexible, solid -colored acrylic sl eeve with diameter sized to suit di ameter of conductor it identifies and to sta y in place by gripping action.

F. Heat-Shrink Preprinted Tubes: Flame -retardant polyolefin tube with machine -printed identification label. Sized to suit diameter of and shrinks t o fit firmly around conductor it identifies. Full shrink recovery at a maximum of 200 deg F (93 deg C). Comply with UL 224.

G. Marker Tapes: Vinyl or vinyl -cloth, self-adhesive wraparound type, with circuit identification legend machine printed by thermal transfer or equivalent process.

H. Write-On Tags: Polyester tag, 0.010 inch (0.25 mm) thick, with corrosion -resistant grommet and cable tie for attachment to conductor or cable. Provide for temporary installations only.

1. Marker for Tags: Permanent, waterproof, black ink marker recommended by tag manufacturer.

2. Labels for Tags: Self-adhesive label, machine-printed with permanent, waterproof, black ink recommended by printer manufacturer, sized for attachment to tag.

I. Medium voltage cable tag: Laminated Micrata type, 5” x 3½”, nameplates engraved with 5/32- inch high black letters on white background for normal power and red letters on white background for emergency power.

1. Feeder or circuit number.

2. Size of MV cable and equipment grounding conductor.

3. Point of origin and point of destination.

4. Date of installation

5. Name of installing contractor
J. Provide tags on each pull rope of spare conduits showing starting point and end point of spare conduits.

2.5 FLOOR MARKING TAPE
A. 2-inch- (50-mm-) wide, 5-mil (0.125-mm) pressure-sensitive vinyl tape, with black and white stripes and clear vinyl overlay.

2.6 UNDERGROUND-LINE WARNING TAPE
A. Tape:

1. Recommended by manufacturer for the method of installation and suitable to identify and locate underground electrical and communications utility lines.

2. Printing on tape shall be permanent and shall not be damaged by burial operations.

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3. Tape material and ink shall be chemically inert, and not subject to degrading when exposed to acids, alkalis, and other destructive substances commonly found in soils.

B. Color and Printing:

1. Comply with ANSI Z535.1 through ANSI Z535.5.

2. Inscriptions for Red -Colored Tapes: CAUTION-BURIED ELECTRIC LINE, HIGH VOLTAGE.

3. Inscriptions for Orange -Colored Tapes: CAUTION-BURIED TELEPHONE CABLE, CATV CABLE, COMMUNICATIONS CABLE, OPTICAL FIBER CABLE.

C. Tag:

1. Pigmented polyolefin, bright -colored, continuous-printed on one side with the inscription of the utility, compounded for direct-burial service.

2. Thickness: 4 mils (0.1 mm).

3. Weight: 18.5 lb/1000 sq. ft. (9.0 kg/100 sq. m).

4. 3-Inch (75-mm) Tensile According to ASTM D 882: 30 lbf (133.4 N), and 2500 psi (17.2 MPa).

2.7 WARNING LABELS AND SIGNS
A. Comply with NFPA 70 and 29 CFR 1910.145.

B. Self-Adhesive Warning Labels: Factory-printed, multicolor, pressure-sensitive adhesive labels, configured for display o n front cover, door, or other access to equipment unless otherwise indicated.

C. Baked-Enamel Warning Signs:

1. Preprinted aluminum signs, punched or drilled for fasteners, with colors, legend, and size required for application.

2. 1/4-inch (6.4-mm) grommets in corners for mounting.

3. Nominal size, 7 by 10 inches (180 by 250 mm).

D. Metal-Backed, Butyrate Warning Signs:

1. Weather-resistant, nonfadi ng, preprinted, cellulose -acetate butyrate signs with 0.0396- inch (1-mm) galvanized-steel backing; and with colors, legend, and size required for application.

2. 1/4-inch (6.4-mm) grommets in corners for mounting.

3. Nominal size, 10 by 14 inches (250 by 360 mm).

E. Warning label and sign shall include, but are not limited to, the following legends:

1. Multiple Power Source Warning: "DANGER - ELECTRICAL SHOCK HAZARD - EQUIPMENT HAS MULTIPLE POWER SOURCES."

2. Workspace Clearance Warning: "WARNING - OSHA REGULATION - AREA IN FRONT OF ELECTRICAL EQUIPMEN T MUST BE KEPT CLEAR FOR 36 INCHES (915 MM) for electrical service 600V or less."
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3. Workspace Cl earance Warning: "WARNING - OSHA REGULATION - AREA IN FRONT OF ELECTRICAL EQUIPMENT MUST BE KEPT CLEAR FOR 60 INCHES (915 MM) for electrical service above 600V and up to 15000V."

4. High Voltage Equipment Warning "DANGER - HIGH VOLTAGE - KEEP OUT".

5. Provide other warning labels and signs as required by applicable code and regulation.

2.8 EQUIPMENT IDENTIFICATION LABELS
A. Adhesive Film Label: Machine printed, in black, by thermal transfer or equivalent process.

Minimum letter height shall be 3/8 inch (10 mm).

B. Engraved, Laminated Acrylic or Melamine Label: Punched or drilled for screw mounting.

White letters on a dark -gray background. Minimum letter height shall be 3/8 i nch (10 mm) except designation which will be in 1/2 inch letters unless otherwise indicated.

Stenciled Legend: Provide ste nciled labels to identify major equipment numbers (e.g. transformers, MV switches etc) indicated on drawings, in nonfading, waterproof, black ink or paint. Minimum letter height shall be 2 inch (50 mm). Verify letter height with Owner’s representative prior to start of work. Stencil labels shall be provided in addition to engraved laminated labels specified in para D above.

C. Labels shall include the following information. Color of nameplate shall be black for equipment connected to normal power, red for equipment connected to emergency power, and blue for equipment connected to Un-interruptible Power Supply. Color of letters shall be white.

1. Panel or equipment designation.

2. Rating: Volt, Amps, No. of phase and wires, horsepower, etc.

3. AIC Rating (RMS Symmetrical Amps).

4. Fed from information.

5. Manufacturer Shop Order number.

6. Date of Installation.

7. Other information as requested by Owner.

D. For medium-voltage switchgear:

1. Use 1 inch to identify equipment designation

2. Use 3/4 inch to identify voltage rating and source

3. Use 1/2 inch to identify individual feeder breakers and buckets

4. Use 1/4 inch to identify control switches, indicating lights, and other miscellaneous devices on the bucket door.

E. Adhesive labels and nameplates are not acceptable.

2.9 WIRING DEVICES LABELS
A. Identify wiring devices with heavy duty clear vinyl polyester tape “Weber” unless otherwise indicated. Provide label s on the device cover plate made of non -metallic materials . Color of letters shall be black for device connected t o normal power, color of lett ers shall be red for device connected to emergency power. Labels shall be prin ted, flexible, self-adhesive type. In addition write the circuit no. (e.g. 1PA-2) on the inside of the device cover plate of non-metallic material using a permanent marker.

B. For stainless steel cover plates, engrave information on the device cover plate.

C. Device (receptacles, switches etc.) label shall include panel designation and circuit number.

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2.10 CABLE TIES
A. General-Purpose Cable Ties: Fungus inert, self-extinguishing, one piece, self-locking, Type 6/6 nylon.

1. Minimum Width: 3/16 inch (5 mm).

2. Tensile Strength at 73 deg F (23 deg C), According to ASTM D 638: 12,000 psi (82.7 MPa).

3. Temperature Range: Minus 40 to plus 185 deg F (Minus 40 to plus 85 deg C).

4. Color: Black except where used for color-coding.

B. Plenum-Rated Cable Ties: Self-extinguishing, UV stabilized, one piece, self-locking.

1. Minimum Width: 3/16 inch (5 mm).

2. Tensile Strength at 73 deg F (23 deg C), According to ASTM D 638: 7000 psi (48.2 MPa).

3. UL 94 Flame Rating: 94V-0.

4. Temperature Range: Minus 50 to plus 284 deg F (Minus 46 to plus 140 deg C).

5. Color: Black.

PART 3 - EXECUTION

3.1 INSTALLATION
A. Verify identity of each item before installing identification products.

B. Location: Install identification materials and devices at locations for most convenient viewing without interference with operation and maintenance of equipment.

C. Apply identification devices to surfaces that require finish after completing finish work.

D. Self-Adhesive Identification Products: Clean surfaces before application, using materials and methods recommended by manufacturer of identification device.

E. Attach signs and plastic labels that are not self -adhesive type with mechanical fasteners appropriate to the location and substrate.

F. System Identification Color-Coding Bands for Raceways and Cables: Each color -coding band shall completely encircle cable or conduit. Place adjacent bands of two -color markings in contact, side by side. Locate bands at changes in direction, at penetrations o f walls and floors, at 50-foot (15-m) maximum intervals in straight runs, and at 25-foot (7.6-m) maximum intervals in congested areas.

G. Aluminum Wraparound Marker Labels and Metal Tags: Secure tight to surface of conductor o r cable at a location with high visibility and accessibility.

H. Cable Ties: For attaching tags. Use general-purpose type, except as listed below:

1. Outdoors: UV-stabilized nylon.

2. In Spaces Handling Environmental Air: Plenum rated.

3.2 IDENTIFICATION SCHEDULE
A. Concealed Raceways, Duct Banks, M ore Than 600 V, within Buildings: Tape and stencil 4- inch- (100-mm-) wide black stripes on 10-inch (250-mm) centers over orange background that extends full length of raceway or duct and is 12 inches (300 mm) wide. Stencil legend IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 05 53 - 8
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"DANGER CON CEALED HIGH V OLTAGE WIRING" with 3-inch- (75-mm-) high black letters on 20-inch (500-mm) centers. Stop stripes at legends. Apply to the following finished surfaces:

1. Floor surface directly above conduits running beneath and within 12 inches (300 mm) of a floor that is in contact with earth or is framed above unexcavated space.

2. Wall surfaces directly external to raceways concealed within wall.

3. Accessible surfaces of concrete enve lope around raceways in vertical shafts, exposed in the building, or concealed above suspended ceilings.

B. Accessible Raceways and Metal -Clad Cables, 600 V or Less, for Service, Feeder, and Branch Circuits More Than 30 A, and 120 V to ground: Iden tify with self-adhesive vinyl label bands .

Install labels at 10-foot (3-m) maximum intervals.

C. Accessible Raceways and Cables within Buildings: Identify the covers of each junction and pull box of the following systems with self -adhesive vinyl labels with the wiring system legend and system voltage. System legends shall be as follows:

1. Emergency Power

2. Power
a. Color shall be factory applied [or field applied for sizes larger than No. 8 AWG, if authorities having jurisdiction permit if owners representative permits in writing. b. Colors for 208/120-V Circuits:
1) Phase A: Black.
2) Phase B: Red.
3) Phase C: Blue.
4) Neutral : White
5) Ground Green
c. Colors for 480/277-V Circuits:
1) Phase A: Brown.
2) Phase B: Orange.
3) Phase C: Yellow.
4) Neutral : Grey
5) Ground : Green
d.
e. Field-Applied, Color -Coding Conductor Tape: Apply in half -lapped turns for a minimum distance of 6 inches (150 mm) from terminal points and in boxes where splices or taps are made. Apply last two turns of tape with no tension to prevent possible unwinding. Locate bands to avoid obscuring factory cable markings.

D. Power-Circuit Conductor Ident ification, More than 600 V: For conductors in vaults, pull and junction boxes, manholes, and hand holes, use Laminated Micrata type, 5” x 3½”, nameplates engraved with 5/32 -inch high black letters on white background for normal power and red IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 05 53 - 9
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letters on wh ite background for emerg ency power. Include the circuit designatio n to match existing standard. Verify with University’s representative prior to making labels.

E. Install instructi onal sign including the color -code for grounded and ungrounded conductors using adhesive-film-type labels.

F. Auxiliary Electrical Systems Conductor Identification: Identify field -installed alarm, control, and signal connections.

1. Identify conductors, cables, and terminals in enclosures and at junctions, terminals, and pull points. Identify by system and circuit designation.

2. Use system of marker tape designations that is uniform and consistent with system used by manufacturer for factory-installed connections.

3. Coordinate identification with Project Drawings, manufacturer's wiring diagrams, and the Operation and Maintenance Manual.

G. Locations of Underground Lines: Identify with underground -line warning tape for power, lighting, communication, and control wiring and optical fiber cable.

1. Install underground -line warning tape for both direct -buried cables and cable s in raceway.

2. During backfilling of trenches install continuous underground -line warning tape directly above the line at 12 inches below finished grade. Use multiple tapes where width of multiple lines installed in a common trench or concrete envelope exceeds 16 inches overall.

H. Workspace Indication: Install floor marking tape to show working clearances in the direction of access to live parts. Workspace shall be as required by NFPA 70 and 29 CFR 1926.403 unless otherwise indicated . Do not install at flu sh-mounted panelboards and similar equipment in finished spaces.

I. Warning Labels for Indoor Cabinets, Boxes, and Enclo sures for Power and Lighting: Self- adhesive warning labels

1. Comply with 29 CFR 1910.145.

2. Identify system voltage with black letters on an orange background.

3. Apply to exterior of door, cover, or other access.

4. For equipment with multiple power or control sources, apply to door or cover of equipment including, but not limited to, the following:
a. Power transfer switches.
b. Controls with external control power connections.

J. Operating Instruction Signs: Install instruction signs to facilitate proper operation and maintenance of electrical systems and items to which they connect. Install instruction signs with approved legend where instructions are needed for system or equipment operation.

K. Emergency Operating Instruction Signs: Install instruction signs with white legend on a red background with mini mum 3/8-inch- (10-mm-) high letters for emergency instructions at equipment used for power transfer.

L. Equipment Identification Labels: On each unit of equipment, install un ique designation label that is consistent with wiring diagrams, schedules, and the Operation and Maintenance Manual.

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panels, control stations, terminal cabinets , and racks of each system. Systems include power, lighting, control, communic ation, signal, monitoring, and alarm systems . Verify requirements with University’s representative.

1. Labeling Instructions:
a. Indoor Equipment: Engraved, laminated acrylic or melamine label. b. Outdoor Equipment: Engraved, laminated acrylic or melamine label. c. Elevated Components: Increase sizes of labels and letters to those appropriate for viewing from the floor.
d. Fasten labels with appropriate mechanical fasteners that do not chan ge the NEMA or NRTL rating of the enclosure.

2. Equipment to Be Labeled:
a. Panelboards: Typewritten directory of circuits in the location provided by panel board manufacturer. Panelboard identification shall be engraved laminated acrylic label.
b. Enclosures, electrical, telecom, alarm and communication system cabinets. c. Access doors and panels for concealed electrical items. d. Switchboards.
e. Transformers: Label that includes tag desig nation shown on Drawings for the transformer, feeder, and panel boards or equipment supplied by the secondary. For pad-mount transformers - indicate type and size of fuses on a separate 3” X 5” plastic laminated label and install on the inside surface of th e door of th e transformer.
f. Switchgear Building
g. Emergency power system boxes and enclosures.
h. Enclosed switches including ATS.
i. Enclosed controllers.
j. Push-button stations.
k. Power transfer equipment including transfer switches. l. Contactors.
m. Power-generating units.
n. Monitoring and control equipment.
o. UPS equipment.

END OF SECTION 26 05 53
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SECTION 26 27 26 - WIRING DEVICES
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section Includes:

1. Receptacles, receptacles with integral GFCI, and associated device plates.

2. Weather-resistant receptacles.

3. Snap switches and wall-box dimmers.

4. Communications outlets.

1.3 DEFINITIONS
A. EMI: Electromagnetic interference.

B. GFCI: Ground-fault circuit interrupter.

C. Pigtail: Short lead used to connect a device to a branch-circuit conductor.

D. RFI: Radio-frequency interference.

E. UTP: Unshielded twisted pair.

1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination:

1. Receptacles for Owner-Furnished Equipment: Match plug configurations.

2. Cord and Plug Sets: Match equipment requirements.

1.5 ACTION SUBMITTALS
A. Product Data: For each type of product.

B. Shop Drawings: List of leg ends and description of materials and process used for premarking wall plates.

C. Samples: One for each type of device and wall plate specified, in each color specified.

1.6 INFORMATIONAL SUBMITTALS
A. Field quality-control reports.

1.7 CLOSEOUT SUBMITTALS
A. Operation and Maintenance Data: For wiring devices to include in all manufacturers' packing - label warnings and instruction manuals that include labeling conditions.

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1.8 QUALITY ASSURANCE
A. Source Limitations: Obtain each type of wiring device through one source from a single manufacturer. Switches, receptacles and cover plates shall be of the same manufacturer.

B. Comply with National Electrical Manuf acturer’s Association (NEMA) s tandards. Furnish products listed and classified by Underwriter's Laboratories Inc. as suitable for purpose specified and shown.

C. Manufacturer shall have a minimum of ten (10) years’ experience in the production of wiring devices specified and shall have ISO 9001 and 9002 certifications.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Manufacturers' Names: Shortened versions (shown in parentheses) of the following manufacturers' names are used in other Part 2 articles:

1. Hubbell Incorporated; Wiring Device-Kellems (Hubbell).

2. Leviton Mfg. Company Inc. (Leviton).

3. Pass & Seymour/Legrand (Pass & Seymour).

4. Or equal.

B. Source Limitations: Obtain each type of wiring device and assoc iated wall plate from single source from single manufacturer.

2.2 GENERAL WIRING-DEVICE REQUIREMENTS
A. Wiring Devices, Components, and Accessories: UL Listed and labeled and marked for intended location and application.

B. Comply with NFPA 70.

C. Devices that are manufactured for use with modular plug -in connectors may be substituted under the following conditions:

1. Connectors shall comply with UL 2459 and shall be made with stranding building wire.

2. Devices shall comply with the requirements in this Section.

2.3 STRAIGHT-BLADE RECEPTACLES
A. Convenience Recept acles, 125 V, 20 A: Comply with NEMA WD 1, NEMA WD 6 Configuration 5-20R, UL 498, and FS W-C-596.

1. Retain "Products" Subparagraph and list of manufacturers and products below to require specific products or a comparable product from other manufacturers.

2. Products: Subject to compliance with requirements, provide one of the following:- WIRING DEVICES 26 27 26 - 3
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a. Hubbell; HBL5361 (single), HBL5362 (duplex).
b. Leviton; 5361 (single), 5362 (duplex).
c. Pass & Seymour; 5361 (single), 5362 (duplex).
d. Or equal.

3. Description: Grounded, industrial extra heavy duty specifications grade, back- and side- wired, single -piece grounding brass strap wit h integral ground, impact -resistant thermoplastic nylon cover and body, smooth face, with separate grounding screw and NEMA 5-20R plug configurations.

2.4 GFCI RECEPTACLES
A. General Description:

1. Straight blade, non-feed-through type.

2. Comply with NEMA WD 1, NEMA WD 6, UL 498, UL 943 Class A, and FS W-C-596.

3. Include indicator light that shows wh en the GFCI has malfunctioned and no longer provides proper GFCI protection.

4. Include self-test feature so that the outlet is automatically tested every fifteen minutes.

5. Outlets used in coastal environments shall be suitable for such applications and shall be properly protected against the ambient conditions.

B. Duplex GFCI Convenience Receptacles, 125 V, 20 A:

1. Products: Subject to compliance with requirements, provide one of the following manufacturers:
a. Hubbell; GFR5352L.
b. Pass & Seymour; 2095.
c. Leviton; 7590.
d. Or equal.

2.5 TOGGLE SWITCHES
A. Comply with NEMA WD 1, UL 20, and FS W-S-896.

B. Switches, 120/277 V, 20 A: Refer to section 26 09 43 for additional information.

C. Telephone Outlet:

1. Products: Subject to compliance with requirements, provide one of the following manufacturers:
a. Cooper; 3560-6.
b. Leviton; 40649.
c. Or equal.

2. Description: Single RJ -45 jack for terminating 100 -ohm, balanced, four -pair UTP; TIA/EIA-568-B.1; complying with Category 6. Comply with UL 1863. -
WIRING DEVICES 26 27 26 - 4
Syska Hennessy Group
D. Combination TV and Telephone Outlet:

1. Products: Subject to compliance with requirements, provide one of the following manufacturers:
a. Cooper; 3562.
b. Leviton; 40159.
c. Or equal.

2. Description: Single RJ -45 jack for 100 -ohm, balance d, four -pair UTP; TIA/EIA -568- B.1; complying with Category 6. Comply with UL 1863.

2.6 WALL PLATES
A. Single and combination types shall match corresponding wiring devices.

1. Plate-Securing Screws: Metal with head color to match plate finish.

2. Material for Finished Spaces: Smooth, high-impact thermoplastic [ 0.035-inch- (1-mm-) thick.

3. Material for Damp Locations: Thermoplastic with spring-loaded lift cover, and listed and labeled for use in wet and damp locations.

B. Wet-Location, Weatherproof Cover Plates: NEMA 250, complying with Type 3R, weather - resistant, die-cast aluminum with lockable cover.

PART 3 - EXECUTION

3.1 INSTALLATION
A. Comply with NECA 1, including mounting heig hts listed in that standard, unless otherwise indicated.

B. Coordination with Other Trades:

1. Protect installed devices and their boxes. Do not place wall finish mat erials over device boxes and do not cut holes for boxes with routers that are guided by riding against outside of boxes.

2. Keep outlet boxes free of plaster, drywall joint compound, mortar, cement, concrete, dust, paint, and other material that may contamina te the raceway system, conductors, and cables.

3. Install device boxes in brick or block walls so that the cover plat e does not cross a joint unless the joint is troweled flush with the face of the wall.

4. Install wiring devices after all wall preparation, including painting, is complete.

C. Conductors:

1. Do not strip insulation from conductors until right before they are splic ed or terminated on devices.
-
WIRING DEVICES 26 27 26 - 5
Syska Hennessy Group

2. Strip insulation evenly around the conductor using tools designed for the purpose. Avoid scoring or nicking of solid wire or cutting strands from stranded wire.

3. The length of free conductors at outlets for devices shall meet p rovisions of NFPA 70, Article 300, without pigtails.

4. Existing Conductors:
a. Cut back and pigtail, or replace all damaged conductors. b. Straighten conductors that remain and remove corrosion and foreign matter. c. Pigtailing existing conductors is permitted, provided the outlet box is large enough.

D. Device Installation:

1. Replace devices that have been in temporary use during construction and that were installed before building finishing operations were complete.

2. Keep each wiring device in its package or otherwise pro tected until it is time to connect conductors.

3. Do not remove surface protectio n, such as plastic film and smudge covers, until the last possible moment.

4. Connect devices to branch circuits using pigtails that are not less than 6 inches (152 mm) in length.

5. When there is a choice, use side wiring with binding -head screw terminals. Wra p solid conductor tightly clockwise, two -thirds to three -fourths of the way around terminal screw.

6. Use a torque screwdriver when a torque is recommended or required by manufacturer.

7. When conductors larger than No. 12 AWG are installed on 15 - or 20-A circuits, splice No. 12 AWG pigtails for device connections.

8. Tighten unused terminal screws on the device.

9. When mounting into metal boxes, remove the fiber or plastic washers used to h old device-mounting screws in yokes, allowing metal-to-metal contact.

E. Receptacle Orientation:

1. Install ground pin of vertically mounted receptacles up.

F. Device Plates: Do not use oversized or extra -deep plates. Repair wall finishes and remount outlet boxes when standard device plates do not fit flush or do not cover rough wall opening.

G. Dimmers:

1. Install dimmers within terms of their listing.

2. Install unshared neutral conductors on line and load side of dimmers according to manufacturers' device listing conditions in the written instructions.

H. Arrangement of Devices: Unless otherwise indicated, mount flus h, with long dimension vertical and with grounding terminal of receptacles on top. Group adjacent switches under single, multigang wall plates.

I. Adjust locations of floor service outlets and s ervice poles to suit arrangement of partitions and furnishings.

WIRING DEVICES 26 27 26 - 6
Syska Hennessy Group

3.2 GFCI RECEPTACLES
A. Install non-feed-through-type GFCI receptacles where protection of downstream receptacles is not required.

3.3 IDENTIFICATION
A. Comply with Section 260553 "Identification for Electrical Systems." B. Identify each receptacle with panelboard identifi cation and circuit number. Use hot, stamped, or engraved machine printing with black filled lettering on face of plate, and durable wire markers or tags inside outlet boxes.

3.4 FIELD QUALITY CONTROL
A. Perform the following tests and inspections:

1. Test Instruments: Use instruments that comply with UL 1436.

2. Test Instrument for Convenience Receptacles: Digital wiring analyzer with digital readout or illuminated digital-display indicators of measurement.

B. Tests for Convenience Receptacles:

1. Line Voltage: Acceptable range is 105 to 132 V.

2. Percent Voltage Drop under 15-A Load: A value of 6 percent or higher is unacceptable.

3. Ground Impedance: Values of up to 2 ohms are acceptable.

4. GFCI Trip: Test for tripping values specified in UL 1436 and UL 943.

5. Using the test plug, verify that the device and its outlet box are securely mounted.

6. Tests shall be diagnostic, indicating damaged conductors, high resistance at the circuit breaker, poor connections, inadequate fault current path, defective devices, or similar problems. Correct circuit conditions, remove malfunctioning units and replace with new ones, and retest as specified above.

C. Wiring device will be considered defective if it does not pass tests and inspections.

D. Prepare test and inspection reports. Submit reports within two (2) weeks of completion of tests.

END OF SECTION 26 27 26
FUSES
Prepared by Syska Hennessy Group
26 28 13- 1
SECTION 26 28 13 - FUSES
PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section Includes:

1. Plug fuses rated 125-V ac and less for use in plug-fuse-type enclosed switches and fuse holders.

2. Plug-fuse adapters for use in Edison-base, plug-fuse sockets.

3. Spare-fuse cabinets.

B. Related Sections include the following:

1. Division 26 Section "Enclosed Switches and Circuit Breakers."

1.3 SUBMITTALS
A. Product Data: For each type of product indicated. Include construction details, material, dimensions, descriptions of individual components, and finishes for spare-fuse cabinets. Include the following for each fuse type indicated:

1. Ambient Temperature Adjustment Information: If ratings of fuses have been adjusted to accommodate ambient temperatures, provide list of fuses with adjusted ratings. a. For each fuse having adjusted ratings, include location of fuse, original fuse rating, local ambient temperature, and adjusted fuse rating.
b. Provide manufacturer's technical data on which ambient temperature adjustment calculations are based.

2. Dimensions and manufacturer's technical data on features, performance, electrical characteristics, and ratings.

3. Current-limitation curves for fuses with current-limiting characteristics.

4. Time-current coordination curves (average melt) and current-limitation curves (instantaneous peak let-through current) for each type and rating of fuse.]

5. Coordination charts and tables and related data.

6. Fuse sizes for elevator feeders and elevator disconnect switches.

FUSES
Prepared by Syska Hennessy Group
26 28 13- 2
B. Operation and Maintenance Data: For fuses to include in emergency, operation, and maintenance manuals. In addition to items specified in Division 01 Section "Operation and Maintenance Data," include the following:

1. Ambient temperature adjustment information.

2. Current-limitation curves for fuses with current-limiting characteristics.

3. Time-current coordination curves (average melt) and current-limitation curves (instantaneous peak let-through current) for each type and rating of fuse.

4. Coordination charts and tables and related data.

1.4 QUALITY ASSURANCE
A. Source Limitations: Obtain fuses, for use within a specific product or circuit, from single source from single manufacturer.

B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA70, by a qualified testing agency, and marked for intended location and application.

C. Comply with NEMA FU 1 for cartridge fuses.

D. Comply with NFPA 70.

E. Comply with UL 248-11 for plug fuses.

1.5 COORDINATION
A. Coordinate fuse ratings with utilization equipment nameplate limitations of maximum fuse size and with system short-circuit current levels.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Cooper Bussmann, Inc.

2. Edison Fuse, Inc.

3. Shawmut, Inc.

4. Littelfuse, Inc.

2.2 PLUG FUSES
A. Characteristics: UL 248-11, nonrenewable plug fuses; 125-V ac.

FUSES
Prepared by Syska Hennessy Group
26 28 13- 3

2.3 PLUG-FUSE ADAPTERS
A. Characteristics: Adapters for using Type S, rejection-base plug fuses in Edison-base fuse holders or sockets; ampere ratings matching fuse ratings; irremovable once installed.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine fuses before installation. Reject fuses that are moisture damaged or physically damaged.

B. Examine holders to receive fuses for compliance with installation tolerances and other conditions affecting performance, such as rejection features.

C. Examine utilization equipment nameplates and installation instructions. Install fuses of sizes and with characteristics appropriate for each piece of equipment.

D. Evaluate ambient temperatures to determine if fuse rating adjustment factors must be applied to fuse ratings.

E. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 FUSE APPLICATIONS
A. Plug Fuses:

1. Motor Branch Circuits: Type S, dual-element time delay.

2. Other Branch Circuits: Type S, dual-element time delay.

3.3 INSTALLATION
A. Install fuses in fusible devices. Arrange fuses so rating information is readable without removing fuse.

B. Install plug-fuse adapters in Edison-base fuse holders and sockets. Ensure that adapters are irremovable once installed.

3.4 IDENTIFICATION
A. Install labels complying with requirements for identification specified in Division 26 Section "Identification for Electrical Systems" and indicating fuse replacement information on inside door of each fused switch and adjacent to each fuse block, socket, and holder.

FUSES
Prepared by Syska Hennessy Group
26 28 13- 4

3.5 SCHEDULES
A. Type FA: Fusetron FRN, 250 volt, 15-600 amp.

B. Type FC: Low-Peak LPN, 250 volt, 15-600 amp.

C. Type FF: Limitron KTN, 250 volt, 15-600 amp.

END OF SECTION 26 28 13

ENCLOSED SWITCHES AND CIRCUIT BREAKERS
Syska Hennessy Group
26 28 16- 1
SECTION 26 28 16 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS PART 1 - GENERAL

1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY
A. Section Includes:

1. Fusible switches.

2. Nonfusible switches.

3. Shunt trip switches.

4. Enclosures.

B. Related Sections

1. Division 26 “Low Voltage Electrical Cables.”

2. Division 26 “Identification for Electrical Systems.”

3. Division 26 “Panelboards.”

4. Division 26 “Fuses.”

1.3 DEFINITIONS
A. NC: Normally closed.

B. NO: Normally open.

C. SPDT: Single pole, double throw.

1.4 SUBMITTALS
A. Product Data: For each type of enclosed switch, circuit breaker, accessory, and component indicated. Include dimensioned elevations, sections, weights, and manufacturers' technical data on features, performance, electrical characteristics, ratings, accessories, and finishes.

1. Enclosure types and details for types other than NEMA 250, Type 1.

2. Current and voltage ratings.

3. Short-circuit current ratings (interrupting and withstand, as appropriate).

4. Detail features, characteristics, ratings, and factory settings of individual overcurrent protective devices, accessories, and auxiliary components.

ENCLOSED SWITCHES AND CIRCUIT BREAKERS
Syska Hennessy Group
26 28 16- 2

5. Include time-current coordination curves (average melt) for each type and rating of overcurrent protective device; include selectable ranges for each type of overcurrent protective device.

B. Shop Drawings: For enclosed switches and circuit breakers. Include plans, elevations, sections, details, and attachments to other work.

1. Wiring Diagrams: For power, signal, and control wiring.

C. Operation and Maintenance Data: For enclosed switches and circuit breakers to include in emergency, operation, and maintenance manuals. In addition to items specified in Division 01 Section "Operation and Maintenance Data," include the following:

1. Manufacturer's written instructions for testing and adjusting enclosed switches and circuit breakers.

2. Time-current coordination curves (average melt) for each type and rating of overcurrent protective device; include selectable ranges for each type of overcurrent protective device.

1.5 QUALITY ASSURANCE
A. Testing Agency Qualifications: Member Company of NETA or an NRTL.

1. Testing Agency's Field Supervisor: Currently certified by NETA to supervise on-site testing.

B. Source Limitations: Obtain enclosed switches and circuit breakers, overcurrent protective devices, components, and accessories, within same product category, from single source from single manufacturer.

C. Product Selection for Restricted Space: Drawings indicate maximum dimensions for enclosed switches and circuit breakers, including clearances between enclosures, and adjacent surfaces and other items. Comply with indicated maximum dimensions.

D. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

E. Comply with NFPA 70.

1.6 COORDINATION
A. Coordinate layout and installation of switches, circuit breakers, and components with equipment served and adjacent surfaces. Maintain required workspace clearances and required clearances for equipment access doors and panels.

ENCLOSED SWITCHES AND CIRCUIT BREAKERS
Syska Hennessy Group
26 28 16- 3
PART 2 - PRODUCTS

2.1 FUSIBLE SWITCHES
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Eaton Electrical Inc.; Cutler-Hammer.

2. Siemens Energy & Automation, Inc.

3. Square D; a brand of Schneider Electric.

B. Type HD, Heavy Duty, Single Throw, 600-V ac, 1200 A and Smaller: UL 98 and NEMA KS 1, horsepower rated, with clips or bolt pads to accommodate indicated fuses, lockable handle with capability to accept three padlocks, and interlocked with cover in closed position.

C. Accessories:

1. Equipment Ground Kit: Internally mounted and labeled for copper and aluminum ground conductors.

2. Neutral Kit: Internally mounted; insulated, capable of being grounded and bonded; labeled for copper and aluminum neutral conductors.

3. Class R Fuse Kit: Provides rejection of other fuse types when Class R fuses are specified.

4. Hook stick Handle: Allows use of a hookstick to operate the handle.

5. Lugs: Compression type, suitable for number, size, and conductor material.

6. Service-Rated Switches: Labeled for use as service equipment.

2.2 NONFUSIBLE SWITCHES
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Eaton Electrical Inc.; Cutler-Hammer.

2. Siemens Energy & Automation, Inc.

3. Square D; a brand of Schneider Electric.

B. Type HD, Heavy Duty, Single Throw, 600-V ac, 1200 A and Smaller: UL 98 and NEMA KS 1, horsepower rated, lockable handle with capability to accept three padlocks, and interlocked with cover in closed position.

C. Accessories:

1. Equipment Ground Kit: Internally mounted and labeled for copper and aluminum ground conductors.

2. Neutral Kit: Internally mounted; insulated, capable of being grounded and bonded; labeled for copper and aluminum neutral conductors.

3. Hook stick Handle: Allows use of a hookstick to operate the handle.

4. Lugs: Compression type, suitable for number, size, and conductor material.

ENCLOSED SWITCHES AND CIRCUIT BREAKERS
Syska Hennessy Group
26 28 16- 4

2.3 SHUNT TRIP SWITCHES
A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Bussmann.

2. Littelfuse, Inc.

B. General Requirements: Comply with ASME A17.1, UL 50, and UL 98, with 200-kA interrupting and short-circuit current rating when fitted with Class J fuses.

C. Switches: Three-pole, horsepower rated, with integral shunt trip mechanism and Class J fuse block; lockable handle with capability to accept three padlocks; interlocked with cover in closed position.

D. Control Circuit: 120-V ac; obtained from integral control power transformer, with primary and secondary fuses, with a control power transformer of enough capacity to operate shunt trip, connected pilot, and indicating and control devices.

E. Accessories:

1. Oil tight key switch for key-to-test function.

2. Oil tight red ON pilot light.

3. Isolated neutral lug; 100 percent rating.

4. Mechanically interlocked auxiliary contacts that change state when switch is opened and closed.

5. Form C alarm contacts that change state when switch is tripped.

6. Three-pole, double-throw, fire-safety and alarm relay; 120-V ac coil voltage.

7. Three-pole, double-throw, fire-alarm voltage monitoring relay complying with NFPA 72.

2.4 ENCLOSURES
A. Enclosed Switches and Circuit Breakers: NEMA AB 1, NEMA KS 1, NEMA 250, and UL 50, to comply with environmental conditions at installed location.

1. Indoor, Dry and Clean Locations: NEMA 250, Type 1.

2. Outdoor Locations: NEMA 250, Type 3R.

3. Indoor Locations Subject to Dust, Falling Dirt, and Dripping Noncorrosive Liquids:

NEMA 250, Type 12.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine elements and surfaces to receive enclosed switches and circuit breakers for compliance with installation tolerances and other conditions affecting performance of the Work.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

ENCLOSED SWITCHES AND CIRCUIT BREAKERS
Syska Hennessy Group
26 28 16- 5

3.2 INSTALLATION
A. Install individual wall-mounted switches and circuit breakers with tops at uniform height unless otherwise indicated.

B. Temporary Lifting Provisions: Remove temporary lifting eyes, channels, and brackets and temporary blocking of moving parts from enclosures and components.

C. Install fuses in fusible devices.

D. Comply with NECA 1.

3.3 IDENTIFICATION
A. Comply with requirements in Section 26 05 53 "Identification for Electrical Systems."

1. Identify field-installed conductors, interconnecting wiring, and components; provide warning signs.

2. Label each enclosure with engraved metal or laminated-plastic nameplate.

3.4 FIELD QUALITY CONTROL
A. Perform tests and inspections.

1. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect components, assemblies, and equipment installations, including connections, and to assist in testing.

B. Tests and Inspections:

1. Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification. Certify compliance with test parameters.

2. Correct malfunctioning units on-site, where possible, and retest to demonstrate compliance; otherwise, replace with new units and retest.

3. Test and adjust controls, remote monitoring, and safeties. Replace damaged and malfunctioning controls and equipment.

C. Enclosed switches and circuit breakers will be considered defective if they do not pass tests and inspections.

D. Prepare test and inspection reports, including a certified report that identifies enclosed switches and circuit breakers and that describes scanning results. Include notation of deficiencies detected, remedial action taken, and observations after remedial action.

3.5 ADJUSTING
A. Adjust moving parts and operable components to function smoothly and lubricate as recommended by manufacturer.

ENCLOSED SWITCHES AND CIRCUIT BREAKERS
Syska Hennessy Group
26 28 16- 6
B. Set field-adjustable circuit-breaker trip ranges as specified in Section 26 05 73 "Overcurrent Protective Device Coordination Study."
END OF SECTION 26 28 16
ATTACHMENT A
CONTRACTOR STAGING AREA
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PINE
AV

WALNUT AV

MADISON ST
799 PINE AVE
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LOCATION MAP

PROJECT NAME EXHIBIT
1 SENIOR CENTER

STAGING AREA
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POI NSE TTIA LN
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CARLSBAD
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CARLSBADVILLAGE DR
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Created By: Sara Jadhav 3/28/2023 J:\SaraJadhav_Customers\MollyAmendt\FacilitiesProjects\StagingAreaLocationMap4738.mxd

STAGING AREA

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PROJECT
NUMBER
4738
ATTACHMENT B
CITY FORM E‐32

E-32 Page 1 of 2 REV. 02/22
Development Services
Land Development Engineering
1635 Faraday Avenue
442-339-2750
www.carlsbadca.gov

DETERMINATION OF PROJECT’S

SWPPP TIER LEVEL AND

CONSTRUCTION THREAT LEVEL
E-32

I’m applying for: Grading Permit Building Permit Right-of-way permit Other Project Name: Project ID:

Address: APN Disturbed Area: Ac

Section 1: Determination of Project’s SWPPP Tier Level
(Check applicable criteria and check the corresponding SWPPP Tier Level, then go to section 2) SWPPP
Tier
Level
Exempt – No Threat Project Assessment Criteria
My project is in a category of permit ty pes exempt from City Construction SWPPP requirements. Provided no significant grading proposed, pursuant to Table1, section 3.2.2 of Storm Water Standards, the following permits are exempt from SWPPP requirements:

Electrical Patio Mobile Home Plumbing Spa (Factory-Made) Fire Sprinkler Mechanical Re-Roofing Sign Roof-Mounted Solar Array

Exempt
Tier 3 – Significant Threat Assessment Criteria – (See Construction General Permit (CGP) Section I.B)* My project includes construction or demolition activity that results in a land disturbance of equal to or greater than one acre including but not limited to clearing, grading, grubbing or excavation; or, My project includes construction activity that results in land disturbance of less than one acre but the construction activity is part of a larger common plan of development or the sale of one or more acres of disturbed land surface; or,
My Project is associated with construction activity related to residential, commercial, or industrial development on lands currently used for agriculture; or My project is associated with construction activity associated with Linear Underground/Overhead Projects (LUP) including but not limited to those activities necessary for install ation of underground and overhead linear facilities (e.g. conduits, substructures, pipelines, towers, poles, cables, wire, towers, poles, cables, wires, connectors, switching, regulating and transforming equipment and associated ancillary facilities) and include but not limited to underground utility mark out, potholing, concrete and asphalt cutting and removal, trenching, excavation, boring and drilling, access road, tower footings/foundation, pavement repair or replacement, stockpile/borrow locations.

Other per CGP_____________________________________________________ Tier 3

Tier 2 – Moderate Threat Assessment Criteria : My project does not meet any of the Significant Threat Assessment Criteria described above and meets one or more of the following criteria:

Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or,
Project will result in 2,500 sq. ft. or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria:
• located within 200 ft. of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or • disturbed area is located along or within 30 f t. of a storm drain inlet, an open drainage channel or watercourse; and/or
• construction will be initiated during the rainy season or will exte nd into the rainy season (Oct. 1 – Apr. 30)
Tier 2
Tier 1 – Low Threat Assessment Criteria
My project does not meet any of the Significant or Moderate Threat criteria above, is not an exempt permit type per above and the project meets one or more of the following criteria:
• results in some soil disturbance; and/or
• includes outdoor construction activities (such as roof framing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling)
Tier 1
* Items listed are excerpt from CGP. CGP governs criteria for triggers for Tier 3 SWPPP. Developer/owner shall confirm cover age under the current CGP and any amendments, revisions and reissuance thereof.

C cityof
Carlsbad
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E-32 Page 2 of 2 REV. 02/22
SWPPP
Tier
Level
Section 2: Determination of Project’s Construction Threat Level (Check applicable criteria under the Tier Level as determined in section 1, check the corresponding Construction Threat Level, then complete the emergency contact and signature block below)
Construction
Threat
Level
Exempt - Not Applicable - Exempt
Tier 3
Tier 3 – High Construction Threat Assessment Criteria: My Project meets one or more of the following:

Project site is 50 acres or more and grading will occur during the rainy season Project site is located within the Bue na Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA Soil at site is moderately to hi ghly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0.4) Site slope is 5 to 1 or steeper
Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 – April 30)
Owner/contractor received a Storm Water Notice of Violation within past two years High

Tier 3 – Medium Construction Threat Assessment Criteria All projects not meeting Tier 3 High Construction Threat Assessment Criteria Medium Tier 2
Tier 2 – High Construction Threat Assessment Criteria: My Project meets one or more of the following:

Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors kf greater than or equal to 0.4) Site slope is 5 to 1 or steeper
Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 – Apr. 30)
Owner/contractor received a Storm Water Notice of Violation within past two years Site results in 10,000 sq. ft. or more of soil disturbance High

Tier 2 – Medium Construction Threat Assessment Criteria My project does not meet Tier 2 High Threat Assessment Criteria listed above Medium Tier 1
Tier 1 – Medium Construction Threat Assessment Criteria: My Project meets one or more of the following:

Owner/contractor received a Storm Water Notice of Violation within past two years Site results in 500 sq. ft. or more of soil disturbance Construction will be initiated during the rainy season or will extend into the rainy season (Oct.1 – April 30)
Medium
Tier 1 – Low Construction Threat Assessment Criteria
My project does not meet Tier 1 Medium Threat Assessment Criteria listed above Low I certify to the best of my knowledge that the above statements are true and correct. I will prepare and submit an appropriate tier level SWPPP as determined above prepared in accordance with the City SWPPP Manual. I understand and acknowledge that I must adhere to and co mply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards at all times during construction activities for the permit type(s) checked above. The City Engineer/Building Official may authorize minor vari ances from the Construction Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher SWPPP Tier Level is warranted.

FOR CITY USE ONLY

Emergency Contact Name: Telephone No:

Owner/Owner’s Authorized Agent Name: Title:

Owner/Owner’s Authorized Agent Signature: Date:

City Concurrence:

Yes No

By:

Date:

DWG #/CB#:
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ATTACHMENT C
Roof Warranty

CITY WARRANTY FORM FOR EXECUTION BY MANUFACTURER AND CONTRACTOR

SENIOR CENTER ROOF WARRANTY
CONTRACT NO. 4738

Separate from the Contractor’s Guarantee Form, the City has developed a Warranty Form for execution and submission by the Roofing Materials Manufacturer and the Roofing Contractor. This document is to be signed, notarized and returned to the City upon completion of the contract work.

The contract work will not be determined “Complete” until this form has been executed and accepted by the City. An alternate version of this form may be submitted providing that the language on this City Form is replicated in its entirety and not contradicted on such alternate form.

Warranty No: _________________ Building Owner: The City of Carlsbad, California

Building Name: SENIOR CENTER

Address: 799 Pine Avenue, Carlsbad, CA 92008

Contractor: ___________________________________

___________________________________

Date of Project Substantial Completion (SC): ________ Date of Final Roof Inspection: ________

Roof Area Warranted ____________ square feet

This Warranty is effective for thirty (30) years; from ______________ through ______________ (SC Date)

Manufacturer and Type of Roofing System Installed: ___________________________________

____________________________________________________________________________

______________________________,(“Manufacturer”) warrants to the City of Carlsbad (“City"), that subject to the terms, conditions, and limitations stated herein, Manufacturer will cause to be repaired, any leaks originating in the roof system (the “System”) indicated above as applied to the building which are caused by defects in the materials supplied by Manufacturer or defects in workmanship by a Manufacturer’s Authorized Applicator for a period of thirty (30) years commencing with the date of Substantial Completion provided by the city for the installation of the System with no monetary limit with respect to System repair costs.

TERMS, CONDITIONS, LIMITATIONS

1. City is required to notify Manufacturer on the first business day immediately following the discovery of each leak
in the System and confirm in writing within one (1) week.

2. If on Manufacturer’s inspection, Manufacturer determines that the leak is caused by a defect in the Manufacturer’s material supplied by Manufacturer to the Manufacturer’s Authorized Applicator for this building or the workmanship of the Manufacturer’s Authorized Applicator, except as provided in the following paragraph four (4) below, Manufacturer’s liability shall be

limited to Manufacturer’s repair of the System, including membrane, insulation and cover board, and the replacement of materials in the System or the substrate under the system, which are determined by Manufacturer and City to be damaged by the leak.

3. Manufacturer shall not be responsible for the removal or cost of removal and/or reinstallation of any components/ materials installed over the Manufacturer’s System, including but not limited to, insulation, drainage mat, filter fabric, growing medium, plant life, pavers, gravel, concrete or walkways.

4. This warranty does not apply and may be null and void if any of the following occur:

a. The System is damaged by a natural disaster, including without limitation, earthquake, lightning, hail, windstorm, hurricane, tornado, winds in excess of 60 mph or flood; or

b. The System is damaged by any act of negligence, accident, or misuse including but not limited to, vandalism, falling objects, civil disobedience, or act of war; or

c. The System is damaged by the use of materials not supplied by or approved of in writing by Manufacturer; or

d. A deficient pre-existing condition or equipment is causing water entry; or

e. There are any alterations or repairs made on or through the completed System, or objects such as but not limited to fixtures, equipment or structures are placed on or attached to the completed System without first obtaining written authorization from Manufacturer; or

f. Failure by City to use reasonable care in maintaining the System; or

g. Loss of integrity of the building envelope and/or structure including, but not limited to, partial or complete loss of decking, wall siding, windows, doors or other envelope components, or from damage by windblown objects; or

h. The System is damaged by structural failures, including without limitation, settling or shifting of the building or movement or cracking or deflection of the roof deck and/or roof structure; or

i. The System is damaged by chemical conditions, animals, insects, or other conditions not disclosed in writing to Manufacturer prior to the date of this Warranty; or

j. Deficient design applied to the System such as contact with incompatible materials and/or substrates.

5. During the period of the Warranty, Manufacturer, its agents and employees, agree to request and coordinate escorted building access through the City Facilities Maintenance Department during regular business hours. Inspections and maintenance (including removal of debris from roof membranes and cleaning of drains and scuppers) will be performed at years 2, 5, 10, 15, 20 and 25 of the thirty (30) year warranty period.

6. Should the System be concealed, the cost of exposure of the System for purposes of Manufacturer’s investigation and/or repair, shall be City’s responsibility.

7. City’s failure at any time to enforce any of the terms or conditions stated herein shall not be construed to be a waiver of such provision.

8. City is responsible to Manufacturer for all costs attributed to work performed as the result of service calls for items not covered under this Warranty.

9. This Warranty may only be transferred to a subsequent owner of the building within the applicable original warranty period. Under no circumstances, including but not limited to a warranty transfer, shall the original warranty period be deemed extended for any reason.

10. This Warranty shall not become effective unless and until signed by ____________________ (Manufacturer’s Authorized Applicator) and Manufacturer ___________________________.

11. Manufacturer shall not be responsible or liable for any consequential or incidental damages caused as a result an any leaks to areas below the roof substrate and its support framing, including other elements of the building structure or contents, loss of use of the structure or any component thereof, or damage to any personal property or persons.

12. This Warranty shall be governed by the laws of the State of California.

Manufacturer:

___________________ __________________________________ ____________________ (Company name) Authorized Representative of Manufacturer Contact Phone Number

Contractor:

___________________ __________________________________ ____________________ (Company name) Authorized Representative of Manufacturer Contact Phone Number

Pi
ne Ave.

Alley
Harding Street
(E
) 131' - 0"
(E) 21' - 7"
174'
- 0"
(E
) 47' - 6"
(E) 4' - 0"
(E) City Park
(
E) Parking Lot
(E) Pa
rking Lot
Parki
ng Lot
Carlsbad Senior
Center
Property Line
P
roperty Line
P
roperty Line
P
roperty Line
Property Line
Property Line
CRADES
No. C12113
YA
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CFO FILA
IN
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IHHEN TLO
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Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT Cons
truction
Docu
ments
05 Apri
l 2023
Dr
awing Set Issue Schedule
Descri
ption I
ssue Date
C:\Temp\Carlsbad Senior Center Roofing-Arch(2021)[email protected]/5/2023 4:25:57 PMProject No.:

P
roject Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008
Title Sheet
TS101
Carlsbad Senior Center Roofing
799 Pine Ave
., Carlsbad, CA 92008
Project No. 4738
Project Team
Ow
ner: C
ity of Carlsbad
16 35 Faraday Avenue
C
arlsbad, CA 92008-73
14 C
ontact: John Maashoff
A
rchitect: do
musstudio architecture
28 00 Third Avenue
S
an Diego, CA 92103
61 9.692.9393 x15
C
ontact: Wayne Holtan
S
tructural Engineer: B
WE
94 49 Balboa Avenue, Suite 270
S
an Diego, CA 92123
61 9.299.5550
C
ontact: Mark Batten
Mec
hanical Engineer: McPar
lane & Associates
48 30 Viewridge Ave, Suite A
S
an Diego, CA 92123
94 9.296.3136
C
ontact: Javier Ares
E
lectrical Engineer: S
yska Hennessy Group, Inc.
40 1 W A St
S
an Diego, CA 92101
85 8.244.0873
C
ontact: Robert Fagnant
Vicinity Map
N
Project Data
Project Address
: 79
9 Pine Ave.

C
arlsbad, CA 92008
Project De
scription: R
eplacment of existing low slope roofing with single ply membrane an
d clay tile roofing with standing seem metal roofing. Replacment of
roof top mechnical equipment. Repair of roof substrate as requ
ired.

H
istoric: N
o
Ex
isting Use: C
ommunity center for seniors (No change)
Bui
lding Occupancy: B, A
Type of Con
struction: Type V
B
N
umber of Stories: 2
Sprinkler
ed: Y
es
Tot
al Area of Roofing: 28
,650 SF
Sheet Index
P
roject Location
Governing Codes
I
t is the intent of these contract documents that the new construction of the project when completed shall conform to regulations at the time of plan check, of the following codes. governing codes; perform all work in accordance with the latest edition of California administrative codes and the following adopted codes and regulations, and standards:
- California And Federal Occupational Health And Safety Acts (OSHA) - California Green Building Standards Code 2019
- California Building Code 2019 (CBC)
- California Mechanical Code 2019 (which Adopts The 2018 UMC) (CMC) - California Plumbing Code 2019 (which Adopts The 2018 UPC) (CPC) - California Electrical Code 2019 (which Adopts The 2017 NEC) (CEC) - California Title 24 2019
- California Fire Code 2019 (which Adopts The 2018 IFC) - National Fire Protection Assoc.
- American Concrete Code
- American Disability Act
- TCA Ceramic Tile Installation 2019
- Masonry Association
- California Energy Efficiency Standards 2019
Storm W
ater Quality Notes / Construction BMP's

1. This project shall comply with all requirements of the state permit; California Regional Water Quality Control Board.

Notes below represent key minimum requirements for construction BMP's.:

2. The contractor shall be responsible for cleanup of all silt and mud on adjacent street(s), due to construction vehicles or any other construction activity, at the end of each work day, or after a storm event that causes a breech in installed construction BMP's which may compromise storm water quality within any street(s). A stabilized construction exit may be required to prevent construction vehicles or equipment from tracking mud or silt onto the street.

3. The storage of all construction materials and equipment must be protected against any potential release of pollutants in the environment.

Demolition Not
es

1.1 The word "Demolish" shall mean to remove. Make good existing any surface damaged during demolition and disposal of the demolished materials off site entirely at the general contractors expense.

1.2 Extent of demolition work is only graphically shown, full scope of demolition work shall be determined by the general contractor to accommodate new construction.

1.3 Refer to consultants plans for additional demolition notes.

1.4 Refer to plans and details for the interface between new and existing construction, in order to determine the full scope of demolition.

2.0 Verify Existing Conditions

2.1 The drawings reflect general information only. Examine the site to determine the exact existing conditions, character and extent of the work to be performed and operations required. Verify the location of existing utilities prior to demolition and start of work.

2.2 Verify existing dimensions before proceeding with the work. Obtain field measurements for work required to be accurately fitted to other construction. Contractor's responsible for the accuracy of such measurements and precise fitting and assembly of finished work.

2.3 Verify that items to be recessed or semi-recessed in existing walls can be installed properly prior to ordering such items.

2.4 Notify the architect in writing of any discrepancies prior to proceeding with any work.

3.0 Protection

3.1 Protect all existing and new construction especially finishes, equipment and adjacent work which is to remain or to be reused from damage.

3.2 Provide weather protection and waterproofing as needed to prevent damage to remaining existing work and to new work.

3.3 Erect and maintain temporary partitions as required to separate work areas from existing building. To prevent the spread of dust, debris, odors and noise.

3.4 Protect all active utilities, fixtures, pipes and other appurtenances within building and site. Disconnect and cap pipes and services as required by company, utility, or local authority having jurisdiction, and as required for demolition work. Bypass utility services such as pipe and conduit before cutting, where such utility services are shown or required to be removed. After bypass and cutting, cap valve or plug and seal tight remaining portion of pipe and conduit to prevent entrance of moisture or other foreign matter.

3.5 Provide barricades, maintenance and supervision thereof, in accordance with applicable federal, state and local codes and their respective requirements. Install temporary barricades, enclosures and protections before demolition work is started.

3.6 If hazardous materials are encountered during demolition operations, comply with applicable regulations, laws and ordinances concerning removal, handling and protection against exposure or environmental pollution.

3.7 Protect adjoining property from damage during construction and demolition work. Provide protection for footings, foundations, walls, chimneys, skylights, and roofs. Control water runoff and erosion during construction or demolition activities.

4.0 Removal of Material

4.1 Provide all demolition as shown on these drawings and as required for a complete and proper installation of new work.

4.2 Remove debris and abandoned items from area and from concealed spaces. Remove rubbish and debris from project site and dispose of in a legal disposal site. Upon completion of work, leave area in clean condition.

4.3 Items that shall be removed and later reinstalled as indicated on the drawings, remove such items with care, protect and store to prevent damage. Replace material or items damaged in its removal with similar new material as required. Other materials and equipment removed from existing building or site shall not be reused in this project except with specific written approval by architect in each case.

4.4 Remove existing work items which are required to be removed in such a manner that minimum damage and disturbance is caused to adjacent and connection work scheduled to remain. Repair or replace, at the discretion of the architect, existing work scheduled to remain which is damaged by these operations.

4.5 Perform the removal, cutting, drilling of existing work with extreme care, in order not to jeopardize the structural integrity of the building. Prevent movement of structure; provide bracing and shoring as required if structure appears to be in danger, cease work at once and notify the architect.

4.6 Drilling or cutting of columns, beams, joists, girders, elevated floor/roof slab, or other structural supporting elements will not be permitted, unless specifically approved by the architect.

4.7 Remove anchorage's to at least 1/2 inch below the surface of concrete or masonry and patch depressions to provide a flush surface.

4.8 Maintain protected egress and access to the work at all times,

5.0 Patching and Replacing

5.1 Patch areas requiring patching, including damage caused by removing, relocating or adding fixtures and equipment, and damages caused by demolition of adjacent materials.

5.2 Replace and restore existing items which have been removed to allow the installation of new work.

Restore exposed finishes to patched areas, U.N.O.

5.3 Match existing products, finishes, textures and work for patching and extending work, U.N.O. provide same products or types of construction as that in existing structure, as needed to patch, extend or match existing work.

5.4 Where new work abuts or aligns with existing, perform a smooth and even transition, U.N.O. patched work to match existing adjacent work in texture, color and appearance. Repaint entire plane to achieve even uniform appearance.

5.5 When finished surfaces are cut so that a smooth transition with new work is not possible, terminate existing surface along a straight line at a natural line of division and provide trim appropriate to the finished surface.

Finish patches to produce uniform finish and texture over entire area. When finish cannot be matched, refinish entire surface to nearest intersections.

5.6 Where a 1/4 inch or more change in surface occurs, submit recommendations for providing smooth transition for architects review.

General Notes

1. The Contractor shall reference the latest edition of AIA Document A201 as amended by Supplementary Conditions for the General Conditions of the Contract for Construction.

2. Do not scale drawings, dimensions prevail.

3. Contractor shall field verify all existing conditions prior to bidding and construction.

4. Contractor shall report in writing all conflicts, discrepancies, and defects promptly to the Architect and prior to proceeding with any subsequent work.

5. Where details are not shown or referenced for part of the work, the details shall be the same as for other similar areas of work and the Architect shall be promptly notified of all such discrepancies.

6. All products purchased for incorporation into the Work shall consist of items that have not previously been incorporated into another project or facility, or otherwise recycled, except that products consisting of recycled-content materials are allowed. All products shall be new at the time of construction unless explicitly stated otherwise.

7. To prevent galvanic corrosion, provide separation between all items made of dissimilar metals and between metals and corrosive substrates, substances, or adhesives.

8. Waste Management Plan Required. (CGBSC 5.408.1)
A minimum of 65 percent, or as required by the City of Carlsbad, (whichever is greater) of the non- hazardous construction and demolition waste shall be recycled and/or salvaged for reuse. Contractor shall provide and coordinate a "Waste Management Plan" on site in accordance with the local jurisdiction's requirements and/or applicable building codes.

9. Systems Manual Required. (CGBSC 5.410.2.5.1)
A "Systems Manual" that documents the operational aspects of the building systems shall be provided to the building owner or facilities operator

10. Operation and Maintenance (O&M) Manual Required. (CGBSC 5.410.4.5) An "O&M Manual" that contains detailed operating and maintenance instructions to the owner, copies of warranties for each system, and copies of all inspection reports shall be provided to the building owner.

Special General
Notes

1. To promote clear communication in the field, all questions and clarifications shall be submitted, in writing, to the Architect in a timely manner. Official resolutions to these issues shall be issued in writing only.

2. All work shall be performed in strict accordance with the highest standards of practice related to the trades involved, and shall be complete and properly coordinated with all adjacent or related work.

California
Green Building Standards Code
New construction, nonresidential mandatory measures:

1. Contractor shall prepare and submit to the regulating agency a "Waste Management Plan" that outlines the items listed in CGBSC Section 5.408.1. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. (CGBSC sec. 5.408.1.4)

2. A minimum of 65% of the non-hazardous construction waste is to be recycled and / or salvaged for reuse per CGBSC Section 5.408.1.

3. During storage and rough installation, the ends of duct openings are to be sealed and mechanical equipment is to be covered to prevent dust, water and debris from entering the system per CGBSC Section

5.504.3

4. The installations of HVAC, refrigeration and fire suppression systems will not contain CFC's or halons, per CGBSC Sections 5.508.1 and 5.508.1.2.

5. Adhesives, sealants, caulks: Adhesive and sealants used on the project shall meet the requirements of the following standards. (Section 5.504.4.1 of CALGREEN) 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 of CALGREEN. (Sec. 5.504.4.1)

6. A letter from the contractor and or the building owner certifying what material has been used and its compliance with the Code must be submitted to the building inspector.

7. 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.

8. Architectural paints and coatings shall comply with Table 5.504.2 unless more stringent local limits apply (Section 5.504.3 of CALGREEN)

9. Aerosol Paints and Coatings: Aerosol paints and coatings shall meet the Product-Weighted MIR Limits for ROC in section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances (CCR, Title 17, Section 94520 et seq.). (Section 5.504.4.3.1) Architectural Abbreviations
A/C Air Con
ditioning
ADA Am
ericans with Disabilities Act
AFF Abov
e Finish Floor
AL
T Alte
rnate
AL
UM Alu
minum
ANO
D Anodi
zed
ARCH Arc
hitect(ural)
ASTM Am
erican Society for Testing Materials
A/V Audi
o Visual
BD Board
BL
DG Bui
lding
BTU Briti
sh Thermal Unit
CBC Cali
fornia Building Code
CFM Cubic Foo
t of Air per Minute
CL Center
line
CLR Clear(a
nce)
CM
U Concr
ete Masonry Unit
CONC Concr
ete
CONT Contin
uous/Continue
CSI Constr
uction Specifications Institute
DEMO Dem
olish/Demolishion
D.F. Dr
inking Fountain
DI
A Diameter
DI
M Dim
ension
DN Down
DW
G Dr
awing
(E) Exi
sting
EA Each
EL
EC Ele
ctric(al)
EL
EV Ele
vation
EQ Equal
EQU
IP Equi
pment
EX
IST Exi
sting
FAU F
orced Air Unit
FE F
ire Extinguisher
FF F
inished Floor
FI
N F
inish(ed)
FLR F
loor(ing)
FOC F
ace of Concrete / Curb
FOF F
ace of Finish
FOM F
ace of Masonry
FOS F
ace of Stud
FRP F
iber Reinforced Plastic
FT F
oot
GA G
age, Guage
GALV G
alvanized
GLU-LAM Glue/P
ressure Laminated
GY
P G
ypsum
HVAC Heating
Ventilation Air-C
onditioning
I
D In
side Diameter
I
N In
ch
LA
M Lamina
te(d)
LA
V Lav
atory
M
AX M
aximum
M
ECH M
echanical
M
ED M
edium
M
FR M
anufacture(r)
M
IN M
inimum
M
ISC M
iscelaneous
NI
C Not I
n Contract
NOM Nom
inal
NTS Not To
Scale
OC O
n Center
OD O
utside Diameter
PERF Perfora
te(d)
PL Proper
ty Line
PL
AM Pla
stic Laminate
PSF Pounds pe
r Square Foot
PSI Pounds pe
r Square Inch
PT Press
ure Treated
PVC Pol
yvinyl Chloride
REF Refere
nce
REV Rev
ision(s), Revised
SCHED Schedul
e
SI
M Similar
SPEC Specifi
cation(s)
SQ Square
SS Stai
nless Steel
T&B T
op and Bottom
T&G T
ounge and Groove
TO T
op Of
TOC T
op of Concrete / Curb
TV T
elevision
TY
P T
ypical
UNO Unless Noted Oth
erwise
UON Unless O
therwise Noted
VCT Vin
yl Composition Tile
Lev
el
0' - 0"
Architectural Legen
d
101
1 Building Assembly Tag - see
Schedule
Room Tag
Building Level
Building Section
Wall Section
Elevation
Keynote
Door Tag - see Schedule
Grid Line
Window /Storefront / Curtainwall
Tag - see Schedule
+/- 0 - 0"
Detail CalloutEquipment Tag - see
Schedule
Ceiling Height - from F.F.

Elevation
Dimension

01.101
101
X01
X1.00
101
Room Name
S.F.
0' - 0"
0 A000
Slope Arrow 0" / 12"
Centerline Dim. 0' - 0"
Finish Tag - see Schedule XX-1
0' - 0"
0 A000
0 A000 00
0 0
T.O.P.
0 A000
Reductive Add Alternates
Prov
ide bids broken down to reflect cost differences between the associated scopes of work be
low. Final determination of the selected costs will be made by the City of Carlsbad after bids hav
e been submitted.

1. Provide priorities 1,2, and 3 indicated on MP0.1

2. Provide priorities 1 and 2 indicated on MP0.1

3. Provide priority 1 only as indicated on MP0.1
1"
= 60'-0"1 Site Plan
Ti
tle Sheets
TS101 Title Sheet
TS102 CalGreen Checklists
Architectural
A101 Demolition Roofing Plan
A102 Roofing Construction Plan
A103 Details
A104 Details
Structural
S101 Structural Notes
S102 Roof Framing Plan
Mechanical
MP0.1 Mechanical and Plumbing Notes, Legends, and Schedules MP0.2 Mechanical and Plumbing Notes, Legends, and Schedules MP1.1 Mechanical and Plumbing Roof North Demo Plan
MP1.2 Mechanical and Plumbing Roof South Demo Plan
MP1.3 Mechanical and Plumbing Roof North Plan
MP1.4 Mechanical and Plumbing Roof South Plan
MP2.1 Mechanical and Plumbing Details
MP3.1 Title 24 Documentation
Electrical
E001 Electrical Cover Sheet
E002 General Notes
E003 Specifications
E004 Specifications
E005 Single Line Diagram
ED103 Electrical Lower Roofing Demolition Plan
E103 Electrical Lower Roofing Construction Plan
E600 Details
# of Sheets: 24
Revision Schedule
No. Revision Issue Date
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CRADES
No. C12113
YA
S
E
AT
T
L W
NECI
A
OR

CFO FILA
IN
NA

IHHEN TLO
TCET
REN 9.30.21
Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT Cons
truction
Docu
ments
16 January 2023
Dr
awing Set Issue Schedule
Descri
ption I
ssue Date
C:\Temp\Carlsbad Senior Center Roofing-Arch(2021)[email protected]/11/2023 2:24:18 PMProject No.:

P
roject Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008
CalGreen Checklists
TS102
Revision Schedule
No. Revision Issue Date
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Note:

Repl
acement of CU1 will
req
uire rotation for required
m
aintenance clearances -
Contracto
r is responsible for
in
stallation of new structural
reinfo
rcement at roof per
Structura
l and Mechanical
detai
ling. This will require
abov
e ceiling work as part of
the C
ontractor's scope. Any
req
uired selective demolition
or t
emporary modifications,
and t
heir associated repair,
is the
responsibility of the
Contracto
r.
07 .513
05 .503
07 .605
07 .605
CRADES
No. C12113
YA
S
E
AT
T
L W
NECI
A
OR

CFO FILA
IN
NA

P
roject Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008
Demolition Roofing Plan
A101
General Demolitio
n Plan Notes

1. All wiring, fixtures, conduits, plumbing, pipes, gas lines, building equipment, etc. shall be removed, disconnected, and capped as necessary per building code and the AHJ, unless noted otherwise.

2. All existing to remain but disturbed mechanical, electrical, plumbing, and associated equipment (ducts, wiring, etc.) shall be rerouted or modified as required to provide a complete operating system.

3. Removal of materials or equipment with salvageable value shall be verified with the owner prior to demolition.

4. Temporary shoring shall be provided at all load bearing conditions.

5. Recycle and/or salvage for reuse a minimum of 65 percent of the demolition waste excluding hazardous waste, excavated soil, and land-clearing debris. Provide verifiable documentation as to reuse and/or salvage.

6. All existing to remain structures shall be protected in place.

7. Existing structures or materials existing to remain that are disturbed or damaged during construction shall be patched to match existing conditions.

8. The information shown is based on limited field investigations by the Architect. Any discrepancies/conflicts shall be reported to the Architect prior to demolition.

9. Existing mechanical screens and parapet walls provide City equipment screening requirements. Existing mechanical screens and parapet walls to remain.

Keynotes

05.101 Existing steel frame, remove corrosion and paint to match existing color. Required paint limited to areas of corrosion repair - existing paint to remain.

05.102 Existing wall kicker to remain

05.503 Existing roof access ladder to be removed, patch existing penetrations, prep surfaces for installation of replacement

07.501 Existing built-up roofing to be removed

07.503 Roof cricket

07.510 Existing clay tile roofing over battens and membrane to be removed

07.513 Prepare area for installation of new/extended platform for new unit rotation

07.601 Existing parapet cap flashing to remain. Remove and reinstall as required for reroofing.

07.602 Existing Gutter to remain.

07.603 Existing scupper to remain. Tie in new roofing per roofing manufacturer's recommendations.

07.605 Existing parapet cap flashing to be modified as required for installation of new guardrail extension, see new Construction plan for additional information

07.701 Existing Roof access hatch to remain - install new roof hatch guard per specifications and Bilco LadderUp (or approved equal)

07.702 Existing splash block, remove and reinstall as needed for roofing replacement

08.601 Existing skylight to be removed and replaced

22.101 Existing roof/overflow drain to remain. Tie in new roofing per roofing and drain manufacturer's recommendations.

23.701 Mechanical equipment, see Mechanical drawings

23.702 Mechanical duct hood, see Mechanical drawings

23.703 Mechanical relief duct, see Mechanical drawings
1/8
" = 1'-0"1 Demolition Roof Plan
R
evision Schedule
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3 sim
/typ
1 A10
3 sim
/typ
18 A10
3 ty
p
18 A10
3 ty
p
15 A10
3 ty
p
15 A10
3 ty
p
15 A10
3 ty
p
15 A10
3 ty
p
18 A10
3 ty
p
15 A10
3 ty
p
15 A10
3 ty
p
15 A10
3 ty
p
15 A10
3 ty
p
15 A10
3 ty
p
15 A10
3 ty
p
15 A10
3 ty
p
15 A10
3 ty
p
15 A10
3 ty
p
15 A10
3 ty
p
15 A10
3 ty
p
16 A10
3 ty
p
16 A10
3 ty
p
16 A10
3 ty
p
15 A10
3 ty
p
16 A10
3 ty
p
2 A10
3 ty
p
2 A10
3 ty
p
1 A10
3 sim
/typ
2 A10
3 ty
p
1 A10
3 sim
/typ
2 A10
3 ty
p
2 A10
3 ty
p
A10
3 7
t
yp
2 A10
3 ty
p
1 A10
3 sim
/typ
A10
3 6
t
yp
A10
3 6
t
yp
A10
3 6
t
yp
A10
3 6
t
yp
A10
3 6
t
yp
A10
3 6
t
yp
A10
3 6
t
yp
A10
3 6
t
yp
4 A10
3 ty
p
14 A10
3 ty
p
13 A10
3 ty
p
3 A10
3 ty
p
3 A10
3 ty
p
3 A10
3 ty
p
3 A10
3 ty
p
07 .502
20 A10
3 20
A10
3 T
YP
07 .504
07 .502
23 .701
23 .701
23 .701
Note:

Repl
acement of CU1 will
req
uire rotation for required
m
aintenance clearances -
Contracto
r is responsible for
in
stallation of new structural
reinfo
rcement at roof per
Structura
l and Mechanical
detai
ling. This will require
abov
e ceiling work as part of
the C
ontractor's scope. Any
req
uired selective demolition
or t
emporary modifications,
and t
heir associated repair,
is the
responsibility of the
Contracto
r.
07 .512
A10
3 23
.701
07 .604
07 .604
05 .502
05 .502
05 .502
05 .502
05 .502
05 .502
05 .502
5' - 6" Max.
07 .606
07 .607
05 .504 2
A10
4 1
A10
4 07
.606
07 .6072
A10
4 CRADES
No. C12113
YA
S
E
AT
T
L W
NECI
A
OR

CFO FILA
IN
NA

P
roject Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008
Roofing Construction Plan
A102
Keynotes

05.101 Existing steel frame, remove corrosion and paint to match existing color. Required paint limited to areas of corrosion repair - existing paint to remain.

05.102 Existing wall kicker to remain

05.502 Existing screen wall to remain (>42" high typ.)

05.504 New roof access ladder

07.502 New Class A single ply roofing system (UL Listing TGFU.R6692) over cover board over manufacturer recommended rigid insulation over existing substrate. Repair damaged substrate to eliminate ponding, provide proper water flow to drain, and to meet roofing manufacturer's recommendations and requirements

07.503 Roof cricket

07.504 New walk pads, exact location to be coordinated with location of mechanical access panels

07.511 New Class A standing seem metal roof system (UL Listing TGFU.R6692) over new waterproof underlayment and galvanized edge flashing per roofing manufacturer's recommendation and requirements, and per specifications and details. Repair or replace damaged substrate as required.

07.512 New curbs and modified mechanical platform as required for new unit rotation. Install new blocking as required below roof deck through ceiling space below, see Structural for additional information. New pad to be roofed and flashed per specifications and manufacturer's requirements.

07.601 Existing parapet cap flashing to remain. Remove and reinstall as required for reroofing.

07.602 Existing Gutter to remain.

07.603 Existing scupper to remain. Tie in new roofing per roofing manufacturer's recommendations.

07.604 Existing 42" (minimum) high parapet to remain

07.606 Salvaged parapet cap reinstalled with modifications as required for new detailing

07.607 New parapet cap guardrail extension

07.701 Existing Roof access hatch to remain - install new roof hatch guard per specifications and Bilco LadderUp (or approved equal)

07.702 Existing splash block, remove and reinstall as needed for roofing replacement

08.601 Existing skylight to be removed and replaced

22.101 Existing roof/overflow drain to remain. Tie in new roofing per roofing and drain manufacturer's recommendations.

23.701 Mechanical equipment, see Mechanical drawings

23.702 Mechanical duct hood, see Mechanical drawings

23.703 Mechanical relief duct, see Mechanical drawings
Keyplan
General Roof P
lan Notes

1. All curbs that obstruct the flow of water to drains shall have built-up crickets with a minimum slope of 1/4" per foot.

2. All equipment locations, sizes, and associated curbs, shall be coordinated and verified prior to equipment installation.

3. All piping, electrical conduit, and roof top ductwork shall be run in a neat and orderly manner.

4. For proper flashing, allow a minimum of 12 inches between pipe penetrations and between pipes and curbs, walls, or parapets; Allow a minimum of 24 inches between walls and curbs. At gabled roofs, Allow a minimum 18 inches from ridges and fascias.

5. All roof pentrations, including structural supports shall be square or round to allow for proper flashing.

6. For typical/additional roofing requirements not specifically referenced on plan, see

7. Existing mechanical screens and parapet walls provide City equipment screening requirements. Replacement mechanical equipment to remain screened behind existing mechanical screens and parapet walls.
1/8
" = 1'-0"1 Roof Plan
R
evision Schedule
No. Revision Issue Date
I
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domusstudio architecture

CLOSURE

FACTORY FORMED METAL
COVER
Pip
e penetration
Ap
proved sealant
Sta
inless steel worm gear clamp
Templ
y KEE LV bonding adhesive,
or a
pproved equal
Non-reinfo
rced Tremply Plus field
formed
flashing membrane, or
appr
oved equal
Hot ai
r weld
Tre
mply Plus fastener and stress
pla
te, or approved equal (Min. 4
fasten
ers)
Non-reinfo
rced FTR field formed
fla
shing membrane, or approved
equa
l
Hot ai
r weld
Templ
y KEE membrane, or
appr
oved equal
I
nsulation attached per specification
req
uirements
Cov
er board
8" Min.

Ste
el square tube
Cle
an and prime penetratin, apply
conv
ex tooled bead of approved
sealan
t at top of metal rain hood
Ap
proved sealant to clean and
prime
d surface
Sta
inless steel worm gear clamp
M
etal rain hood
Premolde
d corner, hot air weld
Templ
y KEE flashing (fully adhered),
or a
pproved equal
8" Mi
n
Ap
proved sealant
Sta
inless steel worm gear clamp
Pip
e penetration
Hot ai
r weld
Templ
y KEE pre-molde
d flashing, or
appr
oved equal
Templ
y KEE membrane, or
appr
oved equal
Templ
y KEE Plus fastener and
str
ess plate, or approved equal (min
4 faste
ners)
I
nsulation attached per specification
req
uirements
Cov
er board
Hot ai
r weld (Typical)
6" x 6
" Tremply KEE membrane
wel
ded to back of protection pad,
and
to Tremply KEE field
m
embrane, or approved equal
Leave 6
" min un-w
elded at drainage
side of
walkway
Hot ai
r weld (Typical)
50".
28"
.
30"
.
24"
.
48".
6".
6".
24" x
48" x 1/4"
PVC gray
protection pad
28" x 50 feet x
90-mil protection
pad
OSHA yellow w/
diamond plate
tread pattern
30" x 50" x 5/32"
KEE walk way
pad
Mellow yellow w/
deep
herringbone
tread pattern
Be
ad of Tremco Low Rise Foam
I
nsulation Adhesive, or approved
equa
l
Field - Application Rate
4' x
4' Insulation Board
Perimeters
- Application Rate
4' x
4' Insulation Board
Cor
ner - Application Rate
4' x
4' Insulation Board
4'.
4'.
8 Spaces at 6" O.C.
16 Spaces at 6" O.C.
3 Spaces at 6" O.C.
4'.
4'.
6".6".
4'.
4'.

Fiel
d membrane lap
Hot ai
r weld 4" x 4" covers at all T-
Laps
Fiel
d membrane lap
Hot ai
r weld 4" x 4" covers at all T-
Laps
EPDM
washered fastener as
req
uired
Tre
mply KEE flashing, or approved
equa
l, fully adhered
M
etal counter flashing, fasten with
EPDM
washered fasteners (12"
O.C)
I
nsulation attached per
m
anufacturer requirements
Exi
sting curb
Roof to
p unit
Ap
proved sealant behind top of
fla
shing
Roof to
p unitGalv
anized
a
nnular ring
shan
k nails
(3"
O.C.)
Non-Lif
table
EPDM
washered fastener as
req
uired
Tre
mply KEE flashing, or approved
equa
l, fully adhered
Tre
mply KEE aluminum termination/
res
traint bar, or approved equal,
fasten
ed with approved fasteners
(8"
O.C.)
Hot ai
r weld
Tre
mply KEE membrane, or
appr
oved equal
8" Min.

Cov
er board per specifications
Conti
nuous sealant
Cant a
t locations required by
m
anufacturer
Exi
sting drain assembly with
clamping
ring
Ap
proved sealant
Tap
ered insulation attached with a
m
inimum of two fasteners per board
Tre
mply KEE reinforced membrane
fla
shing, or approved equal
Hot ai
r weld
Tre
mply KEE membrane, or
appr
oved equal
Tre
mply Plus fastener(s), or
appr
oved equal, and stress plate(s)
at 12
" O.C. around sump area
Fiel
d taper sump to provide a
sm
ooth transition as required
Extend
Tremply Reinforced
m
embrane, or approved equal,
m
inimum of 1/2" beyond inside of
clamping
ring
Note
:

Use taper
ed roof insulation (edge strips) to create drain sump. If total in
sulation thickness is less than or equal to 1 1/2", taper 12" from the dra
in center. If total insulation thickness is greater than 1 1/2" taper 18" f
rom drain center.

Ap
proved adhesive
Tre
mco metal scupper, or approved
equa
l
Tre
mply KEE membrane flashing
str
ip, or approved equal, hot air
wel
d, typical
Galv
anized annular ring shank nails
(3"
O.C.)
Tre
mply KEE membrane flashing
str
ip, or approved equal
Tre
mply KEE membrane, or
appr
oved equal
I
nsulation attached per manufacturer
req
uirements
Blo
cking attached at 250 lbs/foot
Tre
mply KEE membrane
flas
hing, or approved equal
Ap
proved fastener
Ap
proved
seal
ant
(too
led)
Ap
proved
seal
ant
(too
led)
Exi
sting metal counter flashing
Ap
proved aluminum termination bar,
fasten
with approved fasteners
(8"
O.C.)
Tre
mply KEE flashing strip, or
appr
oved equal
Tre
mply KEE membrane, or
appr
oved equal
I
nsulation attached per manufacturer
req
uirements
Hot ai
r weld
Ap
proved sealant (tooled)
Tre
mply KEE LV bonding adhesive,
or a
pproved equal
Alu
minum termination/ restraint bar,
attach
ed with approved fasteners
wit
h approved fasteners (8" O.C.)
Cov
er board
Exis
ting metal coping cap, remove
and
reinstall as necessary to install
new ro
ofing detailing
Tre
mply KEE LV bonding adhesive,
or a
pproved equal
Tre
mply KEE membrane flashing, or
appr
oved equal
Tre
mply KEE membrane, or
appr
oved equal
I
nsulation attached per manufacturer
req
uirements
Blo
cking attached at 250 lbs/ft
Exis
ting continuous galvanized
m
etal cleat, remove and reinstall
as necess
ary to install new roofing
EPDM
washered fasteners
(12
" O.C.)
Galv
anized annular ring shank nails
(6"
O.C.)
Hot ai
r weld
Cov
er board
Long
life Laptek without washer (or
equa
l) 6" O.C. max
Fix pa
nel to clip with min 2 each
fasten
ers per tab
Facto
ry formed metal closure with
neop
rene insert set in urethane
sealan
t
Tremlock
T-238
standing
seam metal r
oof panel, or
equ
al
Do
uble bead tape sealant
bet
ween metal closure
and
offset cleat
Offset Cl
eat (22 GA)
P
op rivet or long life
La
ptek scres (or
equa
l) at 12" O.C.

Su
bstrate board over existing
sheath
ing, repair existing sheathing
as re
quired, typ
Ultraspan Clip
2-p
iece (24 GA)
(4) fastener required per connection (2 per side)
Standard 16 GA Clip
(2)
fastener required per connection minimum
Notes

1. Fasteners shown in this detail may not be the fastener used for your project. Be sure to use fasteners specific for your roof application. Fasteneers shown are a representation of what may be required.

2. An approved high temperature synthetic underlayment may be used.

3. If the slope is less than 3/12 the roofing manufacturer requires a high temp sefl-adhesive underlayment.

T-238
2 part 24 GA
m
ultispan clip (or
equ
al) with (4)
f
asteners per
c
onnection (2 per
side)
Underl
ayment, must cover
enti
re roof deck, typ
Tur
n panel up
Rid
ge cap (7" x 7")
Hip
cap (7" x 7")
Facto
ry formed closure set in
unur
ethane sealant
Fix pan
el to 24 GA Ultraspan clip (or
equa
l) with 2 each Laptek fasteners
(or
equal)
Fix pa
nel to 16 gauge standard clip
wit
h 2 each self-dril
lers
Fold
panel end (bread pan)
Conti
nuous bead of
unet
hane sealant
Se
am cap
Factory Formed Metal CoverClosure
Va
lley trim [12" laps and 4 rows of
sealan
t] (provide in max lengths up
to 32
' long)
Val
ley clips
(ba
ck to back)
Su
bstrate board over existing
sheath
ing, repair existing sheathing
as re
quired, typ
Notes:

2. An approved high temperature synthetic underlayment may be used.

3. If the slope is less than 3/12 the roofing manufacturer requires a high temp sefl-adhesive underlayment. #10
x 1" Type-A
panca
ke HD at
12"
O.C.

Underl
ayment, must cover
enti
re roof deck, typ
Ap
ply unurethane sealant in panel
seam - fi
eld notch and fold over tabs
Fiel
d notch panel legs and bend to
form o
pen hem
Fold
over tabs
Appl
y unethane
sealant
in panel
s
eam
Fiel
d notch
pane
l ends
T-2
38 16 GA panel clip, or equal,
wit
h (2) fasteners per clip min
Tre
mlock T-238
standing seam
m
etal roof panel, or equal
Detai
l "A"
I
ce and water shield
6" min
8" max
238T
16 GA panel clip, or equal, with
(2)
fasteners per clip min standing
seam metal
roof panel, or equal
#10
x 1" Type A pancake HD
fasten
er at 12" O.C.

Under
layment, must cover entire
roo
f deck
Tremlock
T-238
standing
seam metal r
oof panel, or
equ
al
Do
uble bead tape sealant
App
ly urethane
seal
ant in panel seam
Fiel
d notch panel
seam a
nd fold over
end
tabs
Exis
ting gutter
Lon
g life wood grip with
wa
sher (1) at 30" O.C.
m
ax
Su
bstrate board over existing
sheath
ing, repair existing sheathing
as re
quired, typ
Ultraspan Clip
2-p
iece (24 GA)
(4) fastener required per connection (2 per side)
Standard 16 GA Clip
(2)
fastener required per connection minimum
Notes:

2. An approved high temperature synthetic underlayment may be used.

3. If the slope is less than 3/12 the roofing manufacturer requires a high temp sefl-adhesive underlayment.

Fie
ld notch panel
l
egs and bend pan to
for
m open hem
Fla
shing
8" max
A
pply unethane sealant
i
n panel seam
F
ield notch panel end
F
old over tabs
Tre
mlock T-238
standing seam
m
etal roof panel, or equal
Facto
ry formed metal closure with
neop
rene insert set in urethane
sealan
t. Fix panel to clip with
m
inimum 2 each fasteners per tab
Fold
panel end (bread pan)
Fix pa
nel to 16 gauge standard clip
wit
h 2 each self-dril
lers
Exi
sting reglet
Tur
n panel up
Facto
ry formed closure set in
ure
thane sealant
Fix pa
nel to 24 gauge Utraspan clip
(or
equal) with 2 each Laptek (or
equa
l) fasteners
Headwa
ll trim flashing
Do
uble bead tape sealant
bet
ween metal closure
7/
8" long life Laptek (or
equa
l) at 6" O.C. max
22 g
auge offset cleat
T-238
2-par
t 24 gauge
Ul
traspan clip, or equal,
with 4 f
asteners per
c
onnection (2 per side)
Pop
rivet at 12" O.C.
3/8"
Su
bstrate board over existing
sheath
ing, repair existing
sheath
ing as required, typ
Under
layment, must
cov
er entire roof deck
S
eam
cap
Conti
nuous
bea
d of
u
rethane
seal
ant
Ultraspan Clip
2-p
iece (24 GA)
(4) fastener required per connection (2 per side)
(Multispan clip to be used at ridge and head wall
even when using 16 GA clip on project. A 12" long multispan clip allows better placement for fixed point of panel)
Standard 16 GA Clip
(2)
fastener required per connection minimum
Notes:

2. An approved high temperature synthetic underlayment may be used.

3. If the slope is less than 3/12 the roofing manufacturer requires a high temp sefl-adhesive underlayment.

Offset Cleat
22 GA
Facto
ry formed metal closure with
neop
rene insert set in urethane
sealan
t
Fix pa
nel clip with
m
inimum 2 each
fasten
ers per tab
Rid
ge cap; Fasten to
offset
cleat with pop rivet
or L
aptek screw (or
equa
l) at 12" O.C.

Tur
n panel up
Su
bstrate board over existing
sheath
ing, repair existing sheathing
as re
quired, typ
Ultraspan Clip
2-p
iece (24 GA)
(4) fastener required per connection (2 per side)
(Multispan clip to be used at ridge and head wall
even when using 16 GA clip on project. A 12" long multispan clip allows better placement for fixed point of panel)
Standard 16 GA Clip
(2)
fastener required per connection minimum
Notes:

2. An approved high temperature synthetic underlayment may be used.

3. If the slope is less than 3/12 the roofing manufacturer requires a high temp sefl-adhesive underlayment.

T-238
2 part 24 GA
m
ultispan clip (or
equ
al) with (4)
f
asteners per
c
onnection (2 per
side)
7/8"
Long life Laptek without washer
(or
equal) 6" O.C. max
Doubl
e bead tape sealant between
m
etal closure and offset cleat
Facto
ry formed closure set in
unur
ethane sealant
Fix pan
el to 24 GA Ultraspan clip (or
equa
l) with 2 each Laptek fasteners
(or
equal)
Fix pa
nel to 16 gauge standard clip
wit
h 2 each self-dril
lers
Fold
panel end (bread pan)
Conti
nuous bead of
unet
hane sealant
Se
am cap
Factory Formed Metal CoverClosure
Po
p rivet or long life Laptek scres (or
equa
l) at 12" O.C.

Under
layment, must cover entire
roo
f deck, typ22 GA
continuous
c
leat, fasten with #
10x1"
type A
pan
cake HD screw
12"
O.C. Max
#10-15 1-1/2
" dual thread without
washer,
fasten into sheathing
(c
enter in slots), do not overdrive
fasten
er
Rak
e trim (actual profile may vary)
Conti
nuous urethane sealant
Full
width Tremlock T-238
standin
g seam roof panel
(
or equal)
Su
bstrate board over existing
sheath
ing, repair existing
sheath
ing as required, typ
Note!
Ro
ofing manufacturer must furnish slotted rake Zee
on all projects involving weather tightness warranty
Notes:

2. An approved high temperature synthetic underlayment may be used.

3. If the slope is less than 3/12 the roofing manufacturer requires a high temp sefl-adhesive underlayment.

T-23
8 16 GA panel
c
lip with (2) fasteners
per cl
ip min.

Sp
ecial 16GA slotted Zee
1/4-14 x 1-1/4"
long life
s
elf-drill
er with washer or
pop
rivet, at 12" O.C.

Cle
at (22 GA)
Conti
nuous urethane sealant
Sp
ecial 16GA
slott
ed Zee
Se
am cap
T-238
2 part 24 GA
m
ultispan clip (or
equ
al) with (4)
f
asteners per
c
onnection (2 per
side)
#10x1
" Type A pan HD fasteners at
12"
O.C.

Exi
sting fascia
Rak
e trim (actual profile may vary)
Sp
ecial 16GA slotted Zee
Exi
sting fascia
Exi
sting sheathing, repair as
req
uired, typ
Lo
ng life SDS with
washer at
nominal
12" O.C.

T23
8 Ultraspan clip, do not fasten
clip
to purlin at this locationSlots at 12" O.C.

Under
layment, must
cov
er entire roof
deck, t
yp
Under
layment, lap per
m
anufacturer's installation
instruction
s
Exis
ting 4x8 curb
Su
bstrate board over existing
sheath
ing, repair existing
sheath
ing as required, typ
Exi
sting interior finish, patch
and
repair as required for
instal
lation of replacement
sky
light
Curb e
xtension to existing curb
as nee
ded to provide minimum
hei
ght for roofing manufacturer's
warra
nty requirements - joi
n
extension
2x to existing curb
wit
h #14 wood screws at 12"
O.C. m
ax.

Headw
all trim flashing
New sel
f-fl
ashing skylight
Exis
ting roof joists
New u
nderlayment, typ.

Tre
mlock T-238
standing seam
m
etal roof panel, or equal
CRADES
No. C12113
YA
S
E
AT
T
L W
NECI
A
OR

CFO FILA
IN
NA

IHHEN TLO
TCET
REN 9.30.21
Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT Cons
truction
Docu
ments
16 January 2023
Dr
awing Set Issue Schedule
Descri
ption I
ssue Date
C:\Temp\Carlsbad Senior Center Roofing-Arch(2021)[email protected]/11/2023 2:39:17 PMProject No.:

P
roject Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008
Details
A103
3"
= 1'-0"10 KEE Field Fabricated Pipe Flashing
6"
= 1'-0"11 KEE Field Fabricated Square Tube Flashing
6"
= 1'-0"9 KEE Pre-Molded Pipe Flashing
6"
= 1'-0"12 KEE Protection Pad & Walk Way Materials
6"
= 1'-0"5
KEE Tremco Low Rise Foam Insulation Adhesive
Application
6"
= 1'-0"4 KEE Typical Covers at Membrane T-Laps
3"
= 1'-0"3 KEE Typical Curb Flashing
3"
= 1'-0"6 KEE Typical Reinforced Drain Flashing
3"
= 1'-0"7 KEE Typical Scupper Flashing
6"
= 1'-0"1 KEE Wall Flashing T-Bar Restraint
3"
= 1'-0"2 KEE Wall Flashing with Metal Cap Flashing
6"
= 1'-0"13 Standing Seam Ridge Hip
6"
= 1'-0"14 Standing Seam Valley Over Plywood
6"
= 1'-0"15 Standing Seam Plywood Deck - Eave with Gutter 6"
= 1'-0"16 Standing Seam Head Wall with Reglet Flashing
6"
= 1'-0"17 Standing Seam High Eave
6"
= 1'-0"18 Standing Seam Rake
3"
= 1'-0"20 Skylight Replacement
R
evision Schedule
No. Revision Issue Date
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2'
- 0"
1'
- 6"
6" 6"
3' - 6"
1' - 0"
Existing +/- 6' - 3" Screen Wall
Locate
and fasten brackets
thro
ugh plaster to existing studs.

Prov
ide continuous backing
pl
ate if required; caulk and seal
fastene
r penetrations
(2)
1/2" x 3" galvanized lag bolts
thro
ugh stucco to existing wall
studs, t
yp. each bracket
Ele
vationSe
ction at Wall
2' - 0" Typ. 1' - 0" Typ.
1' - 8"
2" x 1
/4" galvanized steel plate
la
dder frame, painted white
1 1/2
" diameter galvanized steel
run
g, typ. painted white, with non-
slip
surface treatment, typ.
1 1/2
" x 1 1/2" galvanized steel
cr
oss over brackets, painted white
Exis
ting top of wall
1/4"
thick galvanized steel plate
pl
atform, painted white
Exis
ting stucco wall
1 1/2
" x 1 1/2" galvanized tube
steel,
painted white
Note
:
3/16
" fillet welds all around at
ty
pical steel joints
1" x 3
/16" fillet weld, top and
botto
m, typ.
3/16
" fillet weld, both sides, typ.
2" x 8
" x 4" x 1/4" galvanized steel
bra
cket painted white, typ.
2"
+/
- 2' - 2"
Existing +/- 1' - 11" Parapet
3' - 8" Minimum
7 1/2" 7 1/2"
1-1/2"
galvanized tube steel rail,
pai
nted white to match balcony
guar
d rails, typ.
1-1/2"
galvanized tube steel
in
termediate posts, painted white
to ma
tch balcony guard rails,
space a
t 5' - 6" m
aximum with
post at
each end of parapet
3" di
ameter x 1/4" galvanized steel
m
ounting plate with (3) 1/4" x 2 1/2"
la
g bolts to existing parapet cap
Note
:

Hol
d end of guardrail off from
adj
acent exterior walls +/- 4" to
av
oid existing roof overhangs and
reinsta
lled downspout
Note
:
3/16
" fillet welds all around at
al
l steel joints
Cut existi
ng parapet cap as
req
uired for new post bolt plates,
pro
vide additional lapped cap
fla
shing at each post, sealed all
aro
und, see above for additional
inf
ormation
Se
ction
Pla
n
Run ne
w roofing up and over
par
apet cap prior to installation of
m
ounting plates, see 2
A10
3 Cutout
at lapped cap flashing, fill
with
continuous bead of sealant all
aro
und
4"4"
Exis
ting parapet cap flashing
reinsta
lled over new roofing
m
embrane
New l
apped cap flashing over
existing
parapet cap flashing, paint
whi
te to match, set in sealant sim.
per
Ben
t clip flashing at overlap of two
pie
ce edgges, slip with continuous
bead
of sealant prior to fixing to
face o
f parapet
3/4
" Typ.

Copi
ng, typ.

Sea
lant, typ.

Secti
on 1 Secti
on 2
Section 1 Section 1
Cutou
t at existing parapet cap
fla
shing
3 A10
4 1/2" Gap, T
yp.

Copi
ng, typ.

Sh
eet metal joint cover, set in
seala
nt on each side, opposite
face wi
th similar detailing
6" M
in.

CRADES
No. C12113
YA
S
E
AT
T
L W
NECI
A
OR

CFO FILA
IN
NA

P
roject Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008
Details
A104
1 1/2" = 1'-0"1 New Access Ladder
1 1/2" = 1'-0"2 Parapet Cap Guardrail Extension R
evision Schedule
No. Revision Issue Date
1 1/2" = 1'-0"3 Coping with Cover Plate
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MAX
2' - 0"
4x8 BLOCKING

U HANGER

AT PLYWOOD, PROVIDE
10d B.N. AROUND ALL

EDGES OF OPENING TO

MATCH (E) DIAPHRAGM
NAIL SPACING (4" MAX)

FOR (E) SPACING LESS
THAN 4" PROVIDE 2 ROWS
@ 4"o.c. WITH MIN 1/2"

SEPARATION
(N)

OPENING
(E) JOIST TYP

NO NEW OPENING

ALLOWED IN JOIST BAY

IMMEDIATELY ADJACENT

TO A NEW OR EXISTING

HEADED OUT OPENING
(N)

OPENING
MAX
2' - 0".

MECH UNIT BY OTHERS, ATTACH PER

MANUFACTURER RECOMMENDATIONS
1/2"dia LAG BOLT WITH STANDARD

PLATE WASHER AT EACH CORNER
AND @ 48"o.c. MAX
1/2" PLYWOOD SHEATHING
(CD-EXP 1, P.I. = 32/16, 10d @ 6"o.c.

EDGES AND 12"o.c. INT JOISTS)

FRAMING PER PLAN, WHERE OCCURS
4x CURB, ALL (4) SIDES
NOTES:

1. FOR EQUIPMENT ANCHORAGE SCHEDULE, SEE ROOF FRAMING PLAN.

2. FOR SUPPORT OF NEW BLOCKING AT (E) TJI JOISTS, SEE DETAIL .4 S101
4x8 BLOCKING BETWEEN (E) JOISTS WITH

U-HANGER AT EACH END, ALONG EACH
EDGE OF UNIT PLATFORM. USE 4x8
(WHERE 2x JOISTS OCCUR) OR 4x12
(WHERE TJI JOISTS OCCUR) ON SIDE OF

PLATFORM THAT IS PARALLEL TO (E)

JOISTS, TO BLOCKING OF SAME SIZE,
WITH HU-HANGER TO (E) JOISTS.

A35 AT JOIST TO JOIST

AND AT EACH CORNER
PEN
4"

WHEN ANY SIDE OF PLATFORM
MEASURES GREATER THAN 32",
PROVIDE 2x JOISTS @ 24"o.c. (MAX)
WITH A DEPTH OF AT LEAST 2/3
TIMES THE MAX DEPTH OF THE 4x

SLEEPERS (MAY BE TAPERED TO FIT)

FLASHING AND WATERPROOFING

PER ARCH
NOTE:

FOR SUPPORT OF NEW BLOCKING AT (E) TJI JOISTS, SEE DETAIL .4 S101

SUPPORT BLOCKING AND

FRAMING - SEE DETAIL
2 S101

PREMANUFACTURED

CURB WHERE APPLIES

FASTEN CURB PER ANCHORAGE

SCHEDULE ON ROOF FRAMING PLAN

UNLESS OTHERWISE REQURIED AS MORE

RESTRICTIVE PER MANUFACTURER

FASTENING PER EQUIPMENT

MANUFACTURER
2x14 DFL#2 FULL DEPTH NAILER AT
LOCATION OF BLOCKING WITH (2) ROWS
OF 10d NAILS @ 4"o.c. FULL HEIGHT.

CLINCH NAILS ON OPPOSITE SIDE TO WEB.
(E) TJI JOIST PER PLAN

BLOCKING AND HANGER PER
DETAIL OR2
S101
3 S101

1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR-LARCH, GRADE MARKED AS FOLLOWS, UNLESS OTHERWISE NOTED:
a. LIGHT FRAMING - "STANDARD" AND "STUD"
b. POSTS & BEAMS - "NO. 1"
c. BEARING STUDS & SHEAR WALL STUDS - "NO. 2"
d. JOISTS, RAFTERS, PLATES - "NO. 2"

2. THE MOISTURE CONTENT IN USE SHALL NOT EXCEED 19 PERCENT.

3. AT 8'-0" MAXIMUM PER CBC SECTION 2308.4.6.

4. ALL NAILS SHALL BE COMMON NAILS U.O.N.

5. SHEATHING NAILS SHALL BE DRIVEN SO THAT THEIR HEAD IS FLUSH WITH THE SURFACE OF THE SHEATHING.

6. LEAD HOLES FOR LAG SCREWS AND WOOD SCREWS SHALL BE PROVIDED IN ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR WOOD CONSTRUCTION," LATEST APPROVED EDITION.

7. STEEL FRAMING CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, INC. OR APPROVED EQUAL.

RTS R U A
S
No. S 4226
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Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT Construction
Documents
16 January 2023
Drawing Set Issue Schedule
Description Issue Date
C:\Users\hto\Documents\Carlsbad Senior Center Roofing - Structural_R21_hto4T3JY.rvt1/20/2023 10:34:45 AMProject No.:

Project Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008

STRUCTURAL NOTES
S101

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS

BEFORE STARTING WORK AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND.

2. DO NOT SCALE DETAILS OR DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS WHERE REQUIRED.

3. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.

5. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR IS TO APPLY THIS DETAIL IN

ESTIMATION AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS REPEATED IN EVERY INSTANCE.

6. ALL WORK SHALL CONFORM TO THE 2019 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) AND OTHER REGULATORY AGENCIES WHO MAY HAVE AUTHORITY OVER THE WORK.

7. THESE DRAWINGS REPRESENT THE STRUCTURE IN ITS FINAL CONFIGURATION. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR FOR ALL MEANS AND METHODS ASSOCIATED WITH

ACHIEVING THIS FINAL CONFIGURATION, INCLUDING BUT NOT LIMITED TO SHORING, BRACING OR SOILS EXCAVATIONS.

8. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES ANY ITEMS THAT ARE TO BE

INTEGRATED INTO THE STRUCTURAL SYSTEM SUCH AS OPENINGS, PENETRATIONS, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. SIZES AND LOCATIONS OF MECHANICAL AND

OTHER EQUIPMENT THAT DIFFERS FROM THOSE SHOWN ON THE CONTRACT DRAWINGS SHALL BE REPORTED TO THE ARCHITECT/ENGINEER. CONTRACTOR SHALL TAKE MEASURES

AS REQUIRED TO ENSURE THAT CONSTRUCTION LOADS SHALL NOT EXCEED DESIGN LOADS FOR THE STRUCTURE.

9. ALL REFERENCED CODES AND STANDARDS SHALL BE THE LATEST APPROVED EDITION, U.O.N.

10. IN THE CASE OF DISCREPANCIES BETWEEN THE STRUCTURAL DRAWINGS AND

SPECIFICATIONS, THE INFORMATION SHOWN ON THE STRUCTURAL DRAWINGS SHALL GOVERN.

1. APPLICABLE CODES:

CALIFORNIA BUILDING CODE, 2019 EDITION

2. ROOF DEAD LOAD (BUILT-UP) = 35psf

3. LIVE LOADS, UNIFORM AS FOLLOWS (REDUCIBLE U.O.N.):
a. ROOF .............................................................. 20psf

4. SEISMIC DESIGN CRITERIA:

SITE CLASS D (DEFAULT)

SEISMIC DESIGN CATEGORY D

RISK CATEGORY II
S
S = 1.071 I = 1.0 (NON-HAZARDOUS OR ESSENTIAL)
S1 = 0.387
SDS = 0.857
SD1 = 0.495
(EQUIVALENT LATERAL FORCE PROCEDURE)

5. WIND DESIGN CRITERIA:

WIND EXPOSURE C V = 96mph
RISK CATEGORY II K d = 0.85
Kzt = 1.0
Ke = 1.0

GENERAL

DESIGN CRITERIA

DEMOLITION NOTES
COPYRIGHT © BWE

1. THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE MEANS AND METHODS OF DEMOLITION

AND THE INTEGRITY AND STABILITY OF THE EXISTING STRUCTURE DURING DEMOLITION UNTIL THE WORK IS COMPLETED. THE CONTRACTOR SHALL PROVIDE SHORING IN REQUIRED

LOCATIONS WHERE EXISTING CONSTRUCTION TO REMAIN WILL BE AFFECTED BY DEMOLITION.

2. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS TO ANY STRUCTURAL ELEMENTS WHICH

ARE TO REMAIN AND THAT HAVE BEEN DAMAGED DURING THE DEMOLITION PROCESS TO THE COMPLETE SATISFACTION OF THE OWNER. THE REPAIRS SHALL BE AT NO EXPENSE TO THE OWNER. ALL REPAIR WORK SHALL BE DESIGNED BY A LICENSED STRUCTURAL

ENGINEER IN THE STATE IN WHICH THE WORK IS BEING PERFORMED AND SUBMITTED TO

THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING REPAIR WORK.

3. ALL EXISTING FRAMING IS INDICATED FOR REFERENCE ONLY AND IS TO BE FIELD VERIFIED BY THE CONTRACTOR. VERIFY THE EXACT EXTENT OF DEMOLITION AT THE SITE.

DETERMINE THE NATURE AND EXTENT OF DEMOLITION THAT WILL BE NECESSARY BY COMPARING THE CONTRACT DOCUMENTS WITH THE EXISTING CONSTRUCTION.

4. THE CONTRACTOR SHALL USE THE STRUCTURAL CONTRACT DOCUMENTS IN CONJUNCTION WITH THE ARCHITECTURAL AND MEP DEMOLITION CONTRACT DOCUMENTS. IN THE EVENT

OF CONFLICTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER.

5. THE CONTRACTOR SHALL USE QUALIFIED, EXPERIENCED PERSONNEL FOR DEMOLITION AND REMOVAL OPERATIONS. PERFORM DEMOLITION AND REMOVAL OPERATIONS IN A CAREFUL

AND ORDERLY MANNER TO PREVENT HAZARDS TO PERSONS, DAMAGE TO PROPERTY, AND THE SPREADING OF DUST AND DEBRIS.

6. DO NOT PERMIT PORTIONS OF THE STRUCTURE TO FALL NOR DEBRIS TO DROP EXCEPT BY METHODS WHICH WILL INSURE INTEGRITY OF THE STRUCTURE.

7. PRIOR TO THE START OF WORK, VERIFY THAT THE SCOPE OF DEMOLITION INDICATED ON

THE CONTRACT DOCUMENTS SHALL NOT DAMAGE, CUT OR DISRUPT SERVICE OF ANY

MECHANICAL SYSTEM, ELECTRICAL SYSTEM OR UTILITY EMBEDDED IN THE EXISTING STRUCTURE.

8. DO NOT REMOVE MORE OF THE EXISTING STRUCTURE THAN INDICATED ON CONTRACT DOCUMENTS. DO NOT DAMAGE, MAR, CUT OR DEFACE THE REMAINING STRUCTURE OR MATERIALS TO BE REUSED.

9. THE CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF REMOVING DEMOLISHED

MATERIALS FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND, AND REGULATIONS. DO NOT CUT (E) REBAR. CONTRACTOR TO NOTIFY SER WITH ANY PROPOSALS TO CUT (E) REBAR.

10. WHERE NEW OPENINGS IN EXISTING CONCRETE SLABS OR WALLS ARE TO BE CREATED,

THE DEMOLITION CONTRACTOR SHALL CORE HOLES AT THE OUTSIDE CORNERS OF THE NEW OPENING PRIOR TO DEMOLITION. SAW-CUT AND DEMOLISH SLAB OR WALL ONLY

AFTER THE INSTALLATION OF ALL REQUIRED NEW STRUCTURAL FRAMING AND/OR REINFORCEMENT IN PLAN OR SECTION, U.O.N.. SAW CUTTING SHALL BE STRAIGHT AND

SHALL NOT EXTEND INTO EXISTING SLAB OR WALL TO REMAIN NOR BEYOND THE HOLES CORED AT THE CORNERS OF THE NEW OPENING.

EQUIPMENT AND COMPONENT NOTES

1. THE STRUCTURAL PLANS INDICATE THE APPROXIMATE LOCATION OF EQUIPMENT, AS WELL AS RATED FRAMING NECESSARY TO SUPPORT SUCH EQUIPMENT. THE FINAL POSITION OF THESE ITEMS IS DEPENDENT ON THE SPECIFIC EQUIPMENT PROVIDED. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR COORDINATING WORK BETWEEN SUBCONTRACTORS AND MANUFACTURERS.

2. ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE APPROVED CONSTRUCTION DOCUMENTS. WHERE NO

DETAIL IS INDICATED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE [IBC/CBC] CHAPTER 16 AND ASCE [7-16] CHAPTER 13, 15, 26, AND 30.

A. ALL PERMANENT EQUIPMENT AND COMPONENTS.

B. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER.

C. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS AND HEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS.

3. THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY

ATTACHED TO THE STRUCTURE, BUT THE ATTACHMENT NEED NOT BE DETAILED ON THE PLANS. THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT.

A. COMPONENTS WEIGHING LESS THAN 40O POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT.

B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.

4. FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE

INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE OR STRUCTURAL ENGINEER DELEGATED RESPONSIBILITY.

5. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS.

DISTRIBUTION SYSTEM SEISMIC NOTES

1. PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE [7-16] SECTION [13.3] AS DEFINED IN ASCE [7-16] SECTION [13.6.5.6, 13.6.7, 13.6.8], AND [CBC] CHAPTER 16.

2. DISTRIBUTION SYSTEM BRACING AND ATTACHMENTS TO THE STRUCTURE SHALL BE PER THE STRUCTURAL ENGINEER OF RECORD. WHEN BRACING AND ATTACHMENTS ARE NOT SHOWN

ON THE CONTRACT PLANS, PROVIDE BRACING AND ATTACHMENT PER THE LATEST PRE- APPROVED INSTALLATION GUIDES LISTED BELOW.

A. SMACNA SEISMIC RESTRAINT MANUAL
B. SMACNA SEISMIC RESTRAINT MANUAL - OSHPD
C. MASON INDUSTRIES, INC. OSHPD OPM-0043-13 (DISTRIBUTION SYSTEMS) D. B-LINE / TOLCO OSHPD OPM-0052-13 (DISTRIBUTION SYSTEMS) E. ISAT OSHPD OPM-0403-13 (DISTRIBUTION SYSTEMS)
F. ANVIL INTERNATIONAL LLC OSHPD OPM-0351-13 (FIRE PROTECTION SYSTEMS) G. ERICO INTERNATIONAL CORPORATION OSHPD OPM-0062-13 (FIRE PROTECTION SYSTEMS)

3. COPIES OF THE BRACING SYSTEM INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON

THE JOBSITE PRIOR TO THE START OF AND DURING THE HANGING AND BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.

4. CONNECTIONS OF THESE ELEMENTS TO MAIN STRUCTURAL MEMBERS SHALL NOT INDUCE TORSION IN THESE SUPPORTING MEMBERS. BRACE AS REQUIRED TO PREVENT SUCH ECCENTRIC LOAD CONDITIONS.

S101
1TYPICAL NEW OPENING BETWEEN (E) JOISTS (24"x24") MAX
S101
2MECHANICAL UNIT SLEEPER ANCHORAGE
S101
3MECHANICAL UNIT PREFAB CURB ANCHORAGE
S101
4WEB STIFFENER AT (E) TJI JOIST
TIMBER
Revision Schedule
No. Revision Issue Date
JANUARY 19, 2023
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1 1
2 2
G G
P P
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
11 11
12 12
N N
L L
F F
E E
D D
C C
B B
13 13
14 14
15 15
M M
K K
J J
H H
4 1170 LBS
PHP
3 1170 LBS
PHP
1 3285 LBS
AH
1 1095 LBS
CU
8 130 LBS
EF
1 450 LBS
SF
(E) W21X62
(E) W21X62
(E) 20" TJI-55 @ 16"o.c.(E) 20" TJI-55 @ 16"o.c.(E) 20" TJI-55 @ 16"o.c. (E) 3/4" STRUCT I PLYWOOD

SHEATHING, THIS REGION
(E) 2x8 @ 24"o.c.(E) 2x8 @ 24"o.c.(E) 2x8 @ 24"o.c.
(E) 5/8" STRUCT I PLYWOOD

SHEATHING, THIS REGION
(E) WOOD STUD BEARING

WALLS BELOW
(E) 2x10 @ 24"o.c.
(E) 2x8 @ 24"o.c.
(E) 5/8" STRUCT I

PLYWOOD

SHEATHING,

THIS REGION
2 S1012
S101
4 S101
2 S101SIM
2 S101
4 S101
DENOTES EQUIPMENT AND MAXIMUM WEIGHT.
1 10000 LBS
AC

Project Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008

ROOF FRAMING PLAN
S102
SCALE: 1/8" = 1'-0"1 ROOF FRAMING PLAN
NOTES
LEGEND

1. WHERE OCCURS, REMOVE OVERHEAD STEEL FRAMING TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT AND REINSTALL TO MATCH.

2. PROVIDE WOOD PLATFORM FRAMING OR PREFABRICATED EQUIPMENT CURB AS INDICATED ON MECHANICAL DRAWINGS. SEE DETAILS ON DRAWING S101 FOR ANCHORAGE DETAILS AND SUPPORT AT ROOF. SEE BELOW FOR ANCHORAGE SCHEDULE.

3. FLANGES OF (E) TJI/55 JOISTS ARE 1 1/2" DEEP x 3 1/2" WIDE. WEBS OF (E) TJI/55 JOISTS ARE 15/32" THICK PLYWOOD.
3/8"dia x 3" PEN LAG SCREWS

EQUIPMENT ANCHORAGE SCHEDULE
NOTE:

VERIFY REQUIREMENTS WITH MANUFACTURER AND
MECHANICAL. VERIFY REQUIRED PLATFORM, SLEEPERS OR
CURB WITH MECHANICAL. SEE DETAILS ON SHEET S101.

LABEL
24"o.c. MAX ALL AROUNDAH-1
36"o.c. MAX ALL AROUNDCU-1
36"o.c. MAX ALL AROUNDPHP-X
(1) AT EACH CORNERSF-1
EF-X (1) AT EACH CORNER
Revision Schedule
No. Revision Issue Date
JANUARY 19, 2023
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GENERAL NOTES

1. ALL CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY TO EACH OTHER IN THAT ALL

APPARATUS, MATERIALS, EQUIPMENT, AND METHOD OF INSTALLATION OUTLINED IN THE DRAWINGS AND / OR SPECIFIED HEREIN SHALL BE CONSIDERED ESSENTIAL TO THE CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS PRIOR TO ANY CONSTRUCTION.

2. NEW AND / OR EXISTING EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S). THE

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, INCLUDING EQUIPMENT LOCATIONS, POINTS OF CONNECTION, AND STRUCTURAL MEMBERS, PRIOR TO INSTALLATION. NOTIFY THE CONSTRUCTION COORDINATOR OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO COMMENCING ANY WORK. DO NOT PROCEED WITHOUT CONSTRUCTION COORDINATOR APPROVAL FOR ANY CHANGES REQUIRED.

3. CONTRACTOR SHALL COORDINATE ALL DUCT, PIPE, AND EQUIPMENT LOCATIONS WITH ELECTRICAL, STRUCTURAL, PLUMBING, AND ALL OTHER TRADES.

4. ALL WORK SHALL BE IN ACCORDANCE WITH CITY CODES, STATE OF CALIFORNIA ENERGY CONSERVATION STANDARDS, AND ALL OTHER APPLICABLE CODES.

5. ROOM THERMOSTATS SHALL BE CAPABLE OF BEING SET TO MAINTAIN SPACE TEMPERATURE SET POINTS FROM 55°F TO 85°F, AND BE CAPABLE OF OPERATING THE HEATING AND COOLING IN SEQUENCE. THERMOSTATS SHALL BE ADJUSTABLE TO PROVIDE A TEMPERATURE RANGE OF UP TO 10°F BETWEEN FULL HEATING AND FULL COOLING BEING SUPPLIED. CONTROLS SHALL HAVE THE CAPABILITY OF TERMINATING ALL HEATING AT A TEMPERATURE NOT MORE THAT 70°F. THERMOSTATS SHALL BE HANDICAP ACCESSIBLE, LOCATED AT 48 INCHES ABOVE FLOOR.

6. ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED, AND TESTED IN ACCORDANCE WITH THE MOST RESTRICTIVE OF LOCAL REGULATIONS AND PROCEDURES DETAILED IN THE A.S.H.R.A.E. HANDBOOK OF FUNDAMENTALS, OR THE APPLICABLE STANDARDS ADOPTED BY S.M.A.C.N.A.. PROVIDE RECTANGULAR DUCT OF GALVANIZED STEEL AND PREFABRICATED SPIRAL LOCK-SEAM DUCTS AND FITTINGS. ALL DUCT SIZES SHOWN ARE NET INSIDE CLEAR DIMENSIONS (I.E. AFTER INSULATION HAS BEEN INSTALLED, REVIEW PLANS CLOSELY FOR LINED DUCTWORK.)

7. ALL H.V.A.C. SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS PER SECTIONS 111 AND 122 E.E.S.

8. ALL H.V.A.C. EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS PER SECTIONS 111-113, 115 AND 120-129 E.E.S.

9. DO NOT SCALE DRAWINGS - ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE JOB SITE TO BID SUBMITTAL, START OF CONSTRUCT AND / OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND REPAIR OF ADJACENT EXISTING SURFACES,

EQUIPMENT, AREAS, AND PROPERTY THAT MAY BE DAMAGED AS A RESULT OF ANY DEMOLITION AND / OR NEW WORK.

11. SEE ARCHITECTURAL DRAWINGS FOR ROOF ACCESS.

12. PROVIDE SEISMIC RESTRAINTS FOR ALL MECHANICAL SYSTEMS PER CODE.

13. ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF SECTIONS 118, 123, 123, TITLE 24 ENERGY STANDARDS, AND TABLE 6-6A AND 6-6B OR C.M.C.

14. INSULATION, ADHESIVES, VAPOR-BARRIER MATERIALS, AND OTHER ACCESSORIES SHALL BE NON-COMBUSTIBLE.

THE MATERIALS SHALL HAVE U.L. FLAMESPREAD RATING NOT MORE THAN 25 AND A SMOKE DENSITY NOT MORE THAT 50.

15. PROVIDE FLEXIBLE CONNECTIONS AT THE INLET AND OUTLET OF ALL FANS.

16. EACH SYSTEM SUPPLYING AIR IN EXCESS OF 2000 CFM SHALL BE EQUIPPED WITH AN AUTOMATIC SHUTOFF.

AUTOMATIC SHUTOFF SHALL SHUT DOWN IN THE AIR-MOVING EQUIPMENT WHEN THE SMOKE IS DETECTED IN THE SUPPLY AIR. DETECTOR SHALL BE INSTALLED IN THE MAIN SUPPLY, AHEAD OF ANY SUPPLY BRANCHES.

SPACES SERVED BY MULTIPLE AIR MOVING SYSTEMS SHALL HAVE INTERLOCKED SMOKE DETECTORS,

CONNECTED TOGETHER THROUGH A RELAY PANEL TO SHUTOFF ALL EQUIPMENT SERVING THE SPACE WHEN SMOKE IS DETECTED BY ANY SINGLE SMOKE DETECTOR.

17. PVC PIPING SHALL NOT BE ALLOWED IN THE BUILDING.

18. AIR FILTERS SHALL BE STATE FIRS MARSHALL APPROVED AND LISTED. PRE-FORMED FILTERS HAVING COMBUSTIBLE FRAMING SHALL BE TESTED AS A COMPLETE ASSEMBLY. AIR FILTERS IN ALL OCCUPANCIES SHALL BE CLASS 2 OR BETTER (AS SHOWN IN THE STATE FIR MARSHALL LISTING). AIR FILTERS SHALL BE ACCESSIBLE FOR CLEANING AND / OR REPLACEMENT.

19. ALL SPLIT-SYSTEM AIR CONDITIONING SYSTEMS SHALL HAVE REFRIGERANT LINES SIZED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR EACH SYSTEM APPLICATION. THIS CONTRACT SHALL INCLUDE ALL ACCESSORIES, HARDWARE, ETC. THAT MAY BE RECOMMENDED.

20. ALL EVAPORATOR AND CONDENSING COILS (INDOOR AND OUTDOOR COILS) SHALL BE TREATED WITH SPRAY-ON

PHENOLIC COATING FOR SALT AND CHEMICAL PROTECTION BY AN INDEPENDENT CONTRACTOR SPECIALIZING IN THE PROCESS (OR BY THE EQUIPMENT MANUFACTURER). PROVIDE CONTRACTOR'S EXPERIENCE AND PROPOSED PROCESS DURING THE SUBMITTAL PERIOD.

21. OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE INSTALLED WITH DAMPERS THAT AUTOMATICALLY CLOSE DURING PERIODS OF NON-USE OF THE AREAS SERVED BY THE EQUIPMENT.

22. PRE-OCCUPANCY VENTILATION SHALL BE: (a) THE MINIMUM RATE OF OUTDOOR AIR REQUIRED BY CALIFORNIA ENERGY EFFICIENCY STANDARDS SECTION 121 (b), OR (b) THREE COMPLETE AIR CHANGES, WHICHEVER IS LESS,

AND SHALL BE SUPPLIED TO THE ENTIRE BUILDING DURING THE ONE-HOUR PERIOD IMMEDIATELY BEFORE THE BUILDING IS NORMALLY OCCUPIED.

23. ALL RELATED ACCEPTANCE DOCUMENTS SHALL BE SUBMITTED TO THE FIELD INSPECTOR DURING CONSTRUCTION. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THESE FORMS ARE REVIEWED AND APPROVED.

CONTRACTOR SHOP DRAWINGS

1. FOR DUCT AND PIPING SHOP DRAWING DEVELOPMENT, THE CONTRACTOR SHALL OBTAIN THE MOST CURRENT

ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL CAD AND/OR REVIT FILES TO BE OVERLAID ONTO THE MECHANICAL DUCT SHOP DRAWINGS.

2. REFERENCE PROJECT SPECIFICATIONS FOR SHOP DRAWING REQUIREMENTS.

ENERGY CONSERVATION NOTES

1. INSULATION MATERIAL SHALL MEET THE CALIFORNIA QUALITY STANDARD PER SECTION 110.8 OF THE 2019 BUILDING ENERGY EFFICIENCY STANDARDS.

2. DOORS AND WINDOWS SHALL MEET THE MINIMUM INFILTRATION REQUIREMENTS PER SECTION 110.6 OF THE 2019 BUILDING ENERFFY EFFICIENCY STANDARDS.

3. ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF SECTIONS 120.3 AND 120.4 OF THE 2019 BUILDING ENERGY EFFICIENCY STANDARDS.

4. ALL HVAC SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS PER SECTIONS 110.12 AND 120.2 OF THE 2019 BUILDING ENERGY STANDARDS.

5. ALL HVAC EQUIPMENT AND APPLIANCES SHALL BE THE REQUIREMENTS PER SECTION 110.0, 110.1, 110.2, 110.3, 120.0, 120.1, 120,4, 120.6 AND 2019 OF THE BUILDING ENERGY EFFICIENCY STANDARDS.

MECHANICAL LEGEND

SYMBOL ABBREVIATION DESCRIPTION
AFF
AMB
CFM
DB
DIA
(E)
EF
ESP
°F
FLA
FPM
GAL
GPM
H2O
HP
KW
LBS
MAX
MBH
MIN
OA
OBD
OV
PD
RPM
SQ. FT.

TONS
TSP
VEL
WB

ABOVE FINISHED FLOOR

AMBIENT

CUBIC FEET PER MINUTE

DRY BULB

DIAMETER

EXISTING

EXHAUST FAN

EXTERNAL STATIC PRESSURE (INCHES OF WATER)

DEGREES FAHRENHEIT

FULL LOAD AMPERES

FEET PER MINUTE
GALLON

GALLONS PER MINUTE
WATER

HORSE POWER

KILOWATTS

POUNDS (WEIGHT)

MAXIMUM

CAPACITY EXPRESSED IN THOUSANDS OF BTU/HR

MINIMUM

OUTSIDE AIR

OPPOSED BLADE DAMPER

OUTLET VELOCITY

PRESSURE DROP (FEET OF WATER)

REVOLUTIONS PER MINUTE

SQUARE FEET

CAPACITY IN TONS OF REFRIGERATION

TOTAL STATIC PRESSURE (INCHES OF WATER)

VELOCITY

WET BULB
POC

EXISTING DUCTWORK

EXISTING TO BE DEMOLISHED

DUCTWORK

LINED DUCTWORK

SMOOTH RADIUS DUCT ELBOW WITHOUT TURNING VANES
RECTANGULAR 90° ELBOW WITH AIRFOIL TURNING VANES

SMOKE DETECTOR

TYPE/MARK

EQUIPMENT NUMBER

EQUIPMENT TAG

ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE BRACED OR ANCHORED TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION USING THE FOLLOWING CRITERIA:

EQUIPMENT ON STRUCTURE: 30% OF OPERATING WEIGHT
EQUIPMENT ON GRADE: 20% OF OPERATING WEIGHT
FOR FLEXIBLE MOUNTING EQUIPMENT, USE 2 X THE ABOVE RULES, AND FOR SIMULTANEOUS VERTICAL FOR USE ø X THE HORIZONTAL FORCE.

THE ABOVE VALUES ARE FOR AN IMPORTANCE FACTOR, "I" = 1.10 AND SEISMIC ZONE, "Z" = 0.4.

WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER.

SEISMIC REQUIREMENTS

BUILDING CODE
2019 CALIFORNIA BUILDING CODE GENERAL BUILDING HEIGHTS AND AREAS SECTION 508 MIXED USE AND OCCUPANCY
508.1 GENERAL. WHERE A BUILDING OR PORTION THEREOF CONTAINS TWO OR MORE OCCUPANCIES OR USES, THE BUILDING THEREOF SHALL COMPLY WITH THE APPLICABLE OF THIS SECTION. 508.2 INCIDENTAL USES. IN INCIDENTAL USE AREAS SHALL COMPLY WITH THE PROVISIONS OF THIS SECTION.

EXCEPTION: INCIDENTAL USE AREA WITHIN AND SERVING A DWELLING UNIT ARE NOT REQUIRED WITH THIS SECTION.
508.2.1 OCCUPANCY CLASSIFICATION. AN INCIDENTAL USE AREA SHALL BE CLASSIFIED IN ACCORDANCE

WITH THE OCCUPANCY OF THAT PORTION OF THE BUILDING IN WHICH IT IS LOCATED OR THE BUILDING SHALL BE CLASSIFIED AS A MIXED OCCUPANCY AND SHALL COMPLY WITH SECTION 508.3. 508.2.2 SEPARATION. INCIDENTAL USE AREAS SHALL BE SEPARATED OR PROTECTED, OR BOTH, IN ACCORDANCE WITH TABLE 508.2.

TABLE 508.2 INCIDENTAL USE AREAS

ROOM AREA SEPARATION AND / OR PROTECTION

FURNACE ROOM WHERE ANY PIECE OF
EQUIPMENT IS OVER 400,000 BTU PER

HOUR INPUT

ROOM WITH BOILERS WHERE THE

LARGEST PIECE OF EQUIPMENT IS OVER
150 PSI AND 10 HORSEPOWER

REFRIGERANT MACHINERY ROOMS
1 HOUR OR PROVIDE AUTOMATIC FIRE

EXTINGUISHING SYSTEM
1 HOUR OR PROVIDE AUTOMATIC FIRE

EXTINGUISHING SYSTEM
1 HOUR OR PROVIDE AUTOMATIC

SPRINKLER SYSTEM

SYMBOL ABBREVIATION DESCRIPTION

PLUMBING LEGEND
POC
CD

PLUMBING GENERAL NOTES

1. EQUIPMENT INDICATED ON THESE DRAWINGS IS SHOWN IN APPROXIMATE LOCATIONS. THE

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING EQUIPMENT LOCATIONS,

STRUCTURAL MEMBERS, POC'S, INVERT ELEVATIONS AND AVAILABILITY OF ALL EXISTING UTILITIES PRIOR TO INSTALLATION. NOTIFY THE CONSTRUCTION COORDINATOR OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO COMMENCING ANY WORK. DO NOT PROCEED WITHOUT CONSTRUCTION COORDINATOR APPROVAL FOR ANY CHANGES IF REQUIRED.

2. PLUMBING EQUIPMENT, MATERIAL AND CONNECTIONS SHALL BE INSTALLED COMPLETE PER MANUFACTURER'S INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM.

3. WORK SHALL CONFORM TO CODE. IN CASE OF CONFLICTS WITH CODE, DRAWINGS, OR SPECIFICATIONS, THE MORE STRINGENT SHALL PREVAIL.

4. COORDINATE LOCATION OF CONDENSATE DRAIN CONNECTIONS TO MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLATION.

5. PLUMBING WORK SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO AS GREAT EXTENT AS POSSIBLE.

6. PIPING SYSTEMS SHALL BE SEISMICALLY BRACED PER CALIFORNIA BUILDING CODE.

7. BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH SECTIONS 701.0 AND 903.0 OF THE CALIFORNIA PLUMBING CODE.

8. ALL INTERIOR CONDENSATE DRAIN PIPING SHALL BE INSULATED. AND SLOPED AT 1/8" PER FOOT MINIMUM.

9. ROOF RECEPTORS ARE A PLUMBING FIXTURE THAT ARE LISTED BY IAPMO AS AN INDIRECT WASTE RECEPTOR.

ABOVE CEILING

AMERICANS WITH DISABILITIES ACT

ABOVE FINISHED FLOOR

BELOW GRADE

BELOW FLOOR

BELOW FINISHED FLOOR

BUILDING

BRITISH THERMAL UNITS PER HOUR

CALIFORNIA BUILDING CODE

CUBIC FEET PER HOUR

CUBIC FEET PER MINUTE

CLEANOUTS

CALIFORNIA PLUMBING CODE

DRAINAGE FIXTURE UNITS

DRAWINGS

EXISTING

ENERGY EFFICIENCY STANDARDS

FLOOR CLEANOUT
FEET

FEET/SECOND

FIXTURE UNIT
GAUGE

GALLONS PER CYCLE

GALLONS PER DAY

GALLONS PER FLUSH

GALLONS PER HOUR

GALLONS PER MINUTE

HORSE POWER

HEATING, VENTILATING, & AIR CONDITIONING

INVERT ELEVATION

INCH/INCHES
POUNDS

MAXIMUM

MECHANICAL

MANUFACTURER'S

MINIMUM

PRESSURIZED DISCHARGE (PUMPED)

PLUMBING

QUANTITY

SQUARE FEET

STATIC PRESSURE

TONNAGE OF AIR CONDITIONING

TOTAL DRAINAGE FIXTURE UNITS

TOTAL DEVELOPED LENGTH

TOTAL FIXTURE UNITS

TYPICAL

UNIFORM PLUMBING CODE

VARIABLE FREQUENCY DRIVE

VERIFY IN FIELD

VENT THRU ROOF

VOLTS/PHASE/HERTZ

WALL CLEAN-OUT

UNDERWRITERS LABORATORY

WATER SUPPLY FIXTURE UNITS
A/C
ADA
AFF
B/G
B/F
BFF
BLDG
BTUH
CBC
CFH
CFM
CO
CPC
DFU
DWGS
(E)
E.E.S.

FCO
FT
FPS
FU
GA
GPC
GPD
GPF
GPH
GPM
HP
HVAC
IE
IN
LBS
MAX
MECH
MFR'S
MIN
PD
PLBG
QTY
SF
SP
T
TDFU
TDL
TFU
TYP
UPC
VFD
VIF
VTR

V/PH/HZ
WCO
UL
WSFU

POINT OF CONNECTION

CONDENSATE DRAIN PIPING
NOTE: LEGEND AND ABBREVIATION LISTED ARE FOR
GENERAL USE; NOT ALL LISTED ARE NECESSARILY
USED ON DRAWINGS.

RESIDENTIAL MANDATORY MEASURES:

SECTION 4.303.1.1 WATER CLOSETS: THE EFFECTIVE FLUSH SHALL NOT EXCEED 1.28 GPF. (NOTE: THE

EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH).

4.303.1.2 URINALS: THE EFFECTIVE FLUSH VOLUME OF URINALS SHALL NOTE EXCEED 0.125 GPF.

4.303.1.3.1 SINGLE SHOWERHEAD: SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE AT 80 PSI.

4.303.1.4.1 RESIDENTIAL LAVATORY FAUCETS: THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GPM AT 60 PSI. THE MINIMUM FLOW RATE SHALL NOT BE LESS THAN 0.8 GPM AT 20 PSI.

4.303.1.4.2 LAVATORY FAUCETS IN COMMON AND PUBLIC AREAS(OUTSIDE IF DWELLING/SLEEPING UNITS):

THE MAXIMUM FLOW RATE SHALL NOT EXCEED 0.5 GPM AT 60 PSI.

4.303.1.4.3 METERING FAUCETS: WHEN INSTALLED IN RESIDENTIAL BUILDINGS SHALL NOT DELIVER MORE THAN 0.25 GALLONS PER CYCLE.

4.303.1.4.4 KITCHEN FAUCETS: THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GPM AT 60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW RATE NOT TO EXCEED 2.2 GPM AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GPM AT 60 PSI. 2019 CAL GREEN RESIDENTIAL

MANDATORY MEASURES

DRAINAGE PIPE SIZING
SIZE OF PIPE 1 1/2"

VERTICAL
MAX. UNITS 2
2" 3" 4"

HORIZONTAL
2% SLOPE
MAX. UNITS

HORIZONTAL
1% SLOPE
MAX. UNITS
1 1
1 NOTES:

EXCLUDING TRAP ARM. FIXTURE UNIT LOAD VALUES FOR
DRAINAGE PIPING SHALL BE COMPUTED FROM TABLE 702.1
AND TABLE 702.2(2).

EXCEPT SINKS, URINALS, AND DISHWASHERS -
EXCEEDING ONE FIXTURE UNIT.

EXCEPT SIX-UNIT TRAPS OR WATER CLOSETS.

ONLY FOUR WATER CLOSETS OR SIX-UNIT TRAPS ALLOWED
ON A VERTICAL PIPE OR STACK; AND NOT TO EXCEED THREE

WATER CLOSETS OR SIX-UNIT TRAPS ON A HORIZONTAL
BRANCH OR DRAIN.
1 2
2 1
16 3
8 3
48 4
35 4
256
216
172.8
6"
1380
720
576
8"
3600
2640
2112

VERTICAL
MAX. LENGTH 65 85 212 300 510 750
3 4
PER 2019 CPC TABLE 703.2

PIPE MATERIAL SCHEDULE
CONDENSATE DRAIN ABOVE GRADE:

COPPER TYPE "M", WITH LEAD - FREE SOLDER. INSULATED.

ALL PIPING TO BE LABELED PER ANSI/ASME A13.1 STANDARD COLOR AND LETTER REQUIREMENTS.

ALL PIPING SHALL HAVE HANGERS AND SUPPORTS SPACED IN ACCORDANCE WITH CPC TABLE 313.3 AND HANGERS RODS IN ACCORDANCE WITH CPC 313.6.

FITTINGS FOR CHANGES IN DIRECTION
WYE

WYE WITH
1/8 BEND COMB. 1/8
BEND
SANIT.

TEE
SANIT.

TAPPED
TEE
LONG
SWEEP
SHORT
SWEEP
1/8 BEND 1/6 BEND

TYPE OF FITTING

CHANGES IN

DIRECTION

OF FLOW

HORIZONTAL

TO VERTICAL

VERTICAL TO

HORIZONTAL

TO HORIZONTAL
*BASED ON 2018 UNIFORM PLUMBING CODE ILLUSTRATED TRAINING MANUAL, FIGURE 706.1

1. PRIORITY 1: DEMOLISH EXISTING ROOFTOP AIR HANDLING SPLIT SYSTEM AND REPLACE WITH NEW.

2. PRIORITY 2: DEMOLISH (2) EXISTING PACKAGE ROOFTOP HEAT PUMPS AND REPLACE WITH NEW.

3. PRIORITY 3: DEMOLISH (1) EXISTING ROOFTOP KITCHEN EXHAUST FAN AND (1) EXISTING ROOFTOP MAKE UP AIR UNIT. REPLACE BOTH WITH NEW.

SCOPE OF WORK

1. 5.201.1 SCOPE. THE CALIFORNIA ENERGY COMMISSION WILL CONTINUE TO ADOPT MANDATORY BUILDING STANDARDS.

2. 5.410.2 COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING

CONSTRUCTION AT THE TIME OF ROUGH INSTALLATION OR DURING STORAGE ON THE CONSTRUCTION

SITE AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT, ALL DUCT AND OTHER

RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET

METAL, OR OTHER METHODS AND ACCEPTABLE TO ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM. COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH

INSTALLATION OR DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT

OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL, OR OTHER METHODS ACCEPTABLE

TO ENFORCING AGENCY TO REDUCE THE AMOUNT OD DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM.

3. 5.504.5.3. FILTERS. IN MECHANICAL VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS

OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR PRIOR TO OCCUPANCY THAT PROVIDES AT LEAST A MERV OF 8. A5.504.5.3.1 FILTERS. IN MECHANICALLY VENTILATED BUILDINGS,

PROVIDE REGULARLY OCCUPIED AREA OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND REURN AIR PRIOR TO OCCUPANCY THAT PROVIDES AT LEAST A MERV 11.

4. 5506.1 OUTSIDE AIR DELIVERY. FOR MECHANICALLY OR NATURALLY VENTILATED SPACES IN BUILDING. MEET THE MINIMUM REQUIREMENTS OF SECTION 121 OF THE CALIFORNIA ENERGY CODE, CCR, TITLE 24, PART 6 AND CHAPTER 4 OR CCR, TITLE 8 OR THE APPLICABLE LOCAL CODE, WHICHEVER IS MORE STRIGENT AT THAT 1.

5. 5.506.2 CARBON DIOXIDE (CO2) MONITORING. FOR BUILDINGS EQUIPPED WITH DEMAND CONTROL VENTILATION, CO2 SENSORS AND VENTILATION CONTROLS SHALL BE SPECIFIED AND INSTALLED IN

ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE CALIFORNIA ENERGY CODE C.C.R, TITLE 24, PART 6, SECTION 121 (C).

6. 5.508.1 OZONE DEPLETION AND GLOBAL WARMING REDUCTIONS, INSTALLATION OF HVAC, REFRIGERATION AND FIRE SUPPRESSION OF EQUIPMENT SHALL COMPLY WITH SECTION.

5.508.1 AND 5.508.1.2 CFCS. INSTALL HVAC AND REFRIGERATION EQUIPMENT THAT DOES NOT CONTAIN CFCS. 508.1.2 HALONS. INTALL FIRE SUPPRESSION EQUIPMENT THAT DOES NOT CONTAIN HCFCS.

A5.508.1.4 HYDROFLUOROCARBONS (HFCS). INSTALL HVAC COMPLYING WITH EITHER OF THE FOLLOWING.

A. INSTALL HVAC, REFRIGERATION, AND FIRE SUPPRESSION EQUIPMENT THAT DOES NOT CONTAIN HFCS OR THAT DO NOT CONTAIN HFCS WITH A GLOBAL WARMING POTENTIAL GREATER THAN 150.

B. INSTALL HVAC AND REFRIGERANT EQUIPMENT THAT LIMIT THE USE OF HFC REFRIGERANT

THROUGH USE OF A SECONDARY HEAT TRANSFER FLUID WITH A GLOBAL WARMING POTENTIAL NO GREAT THAN 1
2019 CAL GREEN NOTES
ENo. 25512
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Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT Construction
Documents
16 January 2023
Drawing Set Issue Schedule
Description Issue Date
PROJECT No.: 22003OC
C:\Users\sfranks\Documents\22003OC - Carlsbad Senior Center Roofing-MP2021)[email protected]/18/2023 2:23:50 PMProject No.:

Project Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008

MECHANICAL AND PLUMBING NOTES, LEGENDS,

AND SCHEDULES
MP0.1
Revision Schedule
No. Revision Issue Date
1 DD 14 Mar 2022
\ \ \
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SPLIT SYSTEM HEAT PUMP / CONDENSING UNIT SCHEDULE (PRIORITY 1) WEIGHTMODEL NO.MANUFACTURERMARK LOCATION SERVED
AREA
VOLTCFM O.A.

MIN.

FAN.

ELECTRICAL
PH. CYCLE MAX.

FUSE SENS.

HEATING
OUTPUT
(MBH)KW
INPUT
MIN.

HSPF
CAP.
(MBH)
CAP. ENT. DB
(°F)

COOLING
CAP.
(°F)
ENT. WB S.E.E.R.AMB.
(°F) (LBS.)
OPER.

REMARKS
28MECARRIER ROOF MAIN OFFICE AREA 10000 2.0 10 208/230 3 60 32.5 50 - - - - - 80 67 - - 3285 38APD025 AH-1 - - - - 208/230 3 60 121.4 150 - - - 284.0 218.3 - - 95 11.0 1095 EXT. SP
(IN. WC)

DISCONNECT BY ELECTRICAL, REFURBISH EXISTING ROOF
PLATFORM, PROVIDE MOUNTED SMOKE DETECTOR.

AH
1 CU
1 CARRIER ROOF
TONS
25 -
-
MCA

DISCONNECT BY ELECTRICAL, REFURBISH EXISTING
ROOF PLATFORM.

WEIGHTMODEL NO.MANUFACTURERMARK LOCATION

AREA SERVED
PACKAGED ROOFTOP HEAT PUMP SCHEDULE (PRIORITY 1)
FLA
FAN
CONDTONS MIN. O.A.

H O)2
COMP.(IN.

SP
EXT.

RLA

ELECTRICAL
HP FLA

EVAPCOND
FAN FAN PH. VOLT CYCLE SENS.

HEATING
OUTPUT
(MBH)MAX.

FUSEMCA KW
INPUT
C.O.PCAP.
(MBH)
CAP. ENT. DB
(°F)

COOLING
CAP.
(°F)
ENT. WB S.E.E.R.AMB.
(°F) (LBS.)
OPER.

REMARKS
CARRIER 50TCQD12A2A5 ROOF - 10 - 1.0 31.5 6.2 - 7.8 2.2 208/230 3 60 53 60 11.3 115.9 3.3 118.2 111.8 80 67 95 11.0 1170

DISCONNECT BY ELECTRICAL, PROVIDE

MICROMETL ECONOMIZER, PROVIDE DUCT
MOUNTED SMOKE DETECTOR.

HP
EVAP
FAN
PHP
3 CFM
4000
PHP
4 CARRIER 50TCQD17A2A5 ROOF - 4000 10 - 1.0 31.5 6.2 - 7.8 2.2 208/230 3 60 53 60 11.3 115.9 3.3 118.2 111.8 80 67 95 11.0 1170

DISCONNECT BY ELECTRICAL,

PROVIDE MICROMETL ECONOMIZER,

PROVIDE DUCT MOUNTED SMOKE
DETECTOR.

DISCONNECT BY ELECTRICAL, PROVIDE NEW ROOF CURB.GREENHECK KITCHEN UPBLAST 3240 1.5 - 1495 208 3 60 130- 2 MANUFACTURERMARK MODEL NO.

EXHAUST FAN SCHEDULE (PRIORITY 2)

REMARKSAREA SERVEDLOCATION TYPE CFM
ESP
(IN.

H O)
FAN
SIZE (IN.) FAN RPM
HP

WATTS VOLT

ELECTRICAL
CYCLEPH.

OPER.

WEIGHT
(LBS.)2
EF
8 dBA
SONES
71 20
SF
1 SYMBOL MANUFACTURER
75/85 SD

MODEL NUMBER
ROOF

LOCATION

KITCHEN

AREA SERVED TYPE
--
CFM
3240
ESP
(IN. H2O)

0.8 OV FPM
--

FAN SIZE
(IN.)
--

FAN RPM
451
HP
WATTS
3/4
--

VOLT PHASE CYCLE

ELECTRICAL DATA
208 3 60 450

REMARKS

DISCONNECT BY ELECTRICAL, END DISCHARGE, REUSE EXISTING ROOF PLATFORM, RECONNECT EXISTING WATER AND CONDENSATE LINES TO NEW UNIT BY PLUMBING CONTRACTOR, 5/8 SHAFT DIAMETER, PROVIDE PUMP 110467 WITH SEPARATE 120V POWER CONNECTION & 3.8 GPM TO BE LOCATED IN UNIT BASIN.

SUPPLY FAN SCHEDULE (PRIORITY 3)

CHAMPION COOLER
OPER.

WEIGHT
(LBS)
dB
SONES
-
-
ROOFCUE-180HP-VG
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Project Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008

MECHANICAL AND PLUMBING NOTES, LEGENDS,

AND SCHEDULES
MP0.2
Revision Schedule
No. Revision Issue Date
1 DD 14 Mar 2022
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Project Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008

MECHANICAL AND PLUMBING ROOF NORTH DEMO
PLAN
MP1.1
1/8" = 1'-0"1

MECHANICAL AND PLUMBING ROOF NORTH

DEMO PLAN

GENERAL NOTES

1. - CONTRACTOR SHALL VERIFY EXACT LAYOUT IN FIELD DEMO EXISTING PACKAGE ROOFTOP UNIT.

EXISTING CONDENSANTE DRAIN TO REMAIN FOR
REUSE. EXISTING ROOF CURB TO REMAIN FOR REUSE
1 KEY NOTES
ROOF ACCESS2
DISCONNECT (E)1" CONDENSATE DRAIN CONNECTION
AND RECONNECT PER MP1.3. MECHANICAL UNIT WILL

BE REPLACED
3 Revision Schedule
No. Revision Issue Date
1 DD 14 Mar 2022
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Project Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008

MECHANICAL AND PLUMBING ROOF SOUTH DEMO
PLAN
MP1.2
1/8" = 1'-0"1

MECHANICAL AND PLUMBING ROOF SOUTH

DEMO PLAN

GENERAL NOTES

1. - CONTRACTOR SHALL VERIFY EXACT LAYOUT IN FIELD DEMO EXISTING ROOFTOP UNIT. EXISTING CONDENSATE DRAIN TO REMAIN FOR REUSE.

EXISTING ROOF PAD TO BE REFURBISHED.
1 KEY NOTES
DEMO EXISTING ROOFTOP CONDENSING UNIT.

EXISTING ROOF PAD TO BE REFURBISHED
2 DEMO EXISTING ROOFTOP EXHAUST FAN &

EXISTING ROOF CURB
3 DEMO EXISTING ROOFTOP SUPPLY FAN.

EXISTING ROOF PAD TO BE REFURBISHED
4 DISCONNECT (E)1-1/2" CONDENSATE DRAIN
CONNECTION AND RECONNECT PER MP1.3.

MECHANICAL UNIT WILL BE REPLACED
5 DEMO EXISTING ROOFTOP CONDENSING UNIT AND
ROOF PAD.
6 Revision Schedule
No. Revision Issue Date
1 DD 14 Mar 2022
2 Revision 2 05 October
2022
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Project Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008

MECHANICAL AND PLUMBING ROOF NORTH PLAN
MP1.3
1/8" = 1'-0"1

MECHANICAL AND PLUMBING ROOF NORTH
PLAN

GENERAL NOTES

1. - CONTRACTOR SHALL VERIFY EXACT LAYOUT IN FIELD RECONNECT EXISTING CONDENSATE PIPE TO

NEW CONDENSATE CONNECTION ON UNIT
1 KEY NOTES
SERVICE CLEARANCE2
DISCONNECT (E)1-1/2" CONDENSATE DRAIN
CONNECTION AND RECONNECT PER MP1.3.

MECHANICAL UNIT WILL BE REPLACED
3 INSTALL NEW UNIT ON EXISTING CURB.4
Revision Schedule
No. Revision Issue Date
1 DD 14 Mar 2022
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Project Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008

MECHANICAL AND PLUMBING ROOF SOUTH PLAN
MP1.4
1/8" = 1'-0"1

MECHANICAL AND PLUMBING ROOF SOUTH
PLAN

GENERAL NOTES KEY NOTES

1. - CONTRACTOR SHALL VERIFY EXACT LAYOUT IN FIELD

2. - REFRIGERANT PIPE SHALL BE SIZED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.

MIN. 10' FROM OSA INTAKE1
24"x48" SUPPLY AIR DOWN THROUGH ROOF.2
24"x18" SUPPLY AIR DOWN THROUGH ROOF.3

RECONNECT EXISTING CONDENSATE PIPE

TO NEW CONDENSATE CONNECTION ON UNIT
4 SERVICE CLEARANCE5
CONNECT (E)1-1/2 CONDENSATE DRAIN TO NEW
MECHANICAL UNIT. SEE DETAIL 8/MP2.1
6 CONTRACTOR SHALL VERIFY EXISTING CONDENSATE AND CW
LINES SERVING EXISTING UNIT AND RECONNECT TO NEW UNIT.
7 REFURBISH EXISTING ROOF PAD FOR NEW UNIT.8
Revision Schedule
No. Revision Issue Date
1 DD 14 Mar 2022
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BOLTS
LAG
SCREW2x4
1 1/2 x 3LB

FIBERGLASS
1 7/8
16"
4"

FLASHING BY

INSTALLER

FLASHING SHEET

MUST BE UNDER LIP

OF CURB

CURB SECTION LIP SECTION

DUCT FLANGE

MUST BE SEALED
2x4 WOOD NAILER

INSULATION & CURB

BY UNIT MFGR

BOLT OR LAG SCREW

CURB TO STRUCTURE

BELOW PER STRUCTURAL,

FASTENERS BY

MANUFACTURER

UNIT CURB CAP
UNIT

AREA ENCLOSED BY ROOF CURB

MUST BE FULLY OPEN TO COMPLY

WITH CLEARANCE TO COMBUSTIBLE

REQUIREMENTS IF ROOF IS

CONSTRUCTED OF COMBUSTIBLE

MATERIALS

ROOF CURB
SUPPLY
DUCT
16"

LIFT HOLES
(TYPx4)

TYPICAL CURB DETAIL

DOWNTURN
PLENUM

CABINET
BLOWER

SECTION

FURNACE

CURB CAP
RETURN
DUCT

TOP SURACE OF

CURB MUST BE
SEALED
WOOD
NAILER
(OUTSIDE

CURB)COUNTER FLASHING

CANT STRIP

ROOFING FELTS

INSULATION &

ROOF DECK
100% OUTSIDE AIR INTAKE

CURB LIP

NAILING STRIP

FLASHING

FIELD SUPPLIED METAL FLASHING

INSERTED BETWEEN CURB LIP

AND NAILING STRIP, NAIL TO
NAILING STRIP (TYPx4 SIDES)

STRUCTURAL MEMBER

PER STRUCTURAL PLANS

CANT STRIPLAG BOLTS AT
24" O.C. CONTIN.

FLEXIBLE CONNECTOR

LINED DUCT
ROOF
NOTE:

SEE ARCHITECTURAL DRAWINGS

FOR DETAILED INFORMATION

ON CURB PLATFORM

INSULATION

FIELD SUPPLIED

CONTINUOUS CURB

UPBLAST EXHAUST FAN

VENT HOLES & RAIN SHIELD

FOR DUCT SHAFT AS REQUIRED

FACTORY VENTED EXTENDED
HEIGHT CURB BY MFR.
(EXISTING) 3" CLEARANCE (TYP.)
(EXISTING) STAINLESS STEEL EXHAUST HOOD
(EXISTING) REMOVABLE GREASE CUP
(EXISTING)COOKING EQUIPMENT
ROOF

AIR DISCHARGE
(EXISTING)FINISHED FLOOR

EXISTING
(EXISTING)1-HR. DUCT ENCLOSURE
(BY GEN. CONTRACTOR)
(EXISTING) 16GA. GALVANIZED

WELDED EXHAUST DUCT

VAPOR PROOF LIGHTS
(EXISTING)

CONNECT TO EXISTING

DUCTWORK AT ROOF

CURB BY MECHANICAL

CONTRACTOR
26 GA. G.I. SHEET METAL
PLATFORM, 1/2" PLYWOOD SPANNING AND FASTENED TO CURBS

BASE OF MECHANICAL UNIT

INSULATION

ROOF STRUCTURE
6"MIN

ROOFING PER

ARCHITECT

SPRING VIBRATION

ISOLATOR WITH

SEISMIC RESTRAINT

NEOPRENE

ISOLATOR
PADS

CANT STRIP

ALL SIDES

MACHINE BOLTS W/

LOCKING NUTS

T NEW ROOM THERMOSTAT SHALL

BE PROGRAMMABLE

INTERLOCK W/ SMOKE DETECTOR

WHERE REQUIRED PER DRAWING
SEE SCHED. FOR VOLTAGE

VERIFY NUMBER OF WIRES

REQUIRED BY

MANUFACTURER

CONTROLS LEGEND

POWER WIRING BY ELECTRICAL

CONTROL WIRING BY MECHANICAL

BY MECHANICAL CONTRACTOR

BY ELECTRICAL CONTRACTOR
HEAT
PUMP
1 2
1 1
2 ELECTRICAL DISCONNECT

HEAT PUMP

NEW ROOM THERMOSTAT
(PROGRAMMABLE) OR SENSOR

FAN COIL

DISC DISC

SEE SCHEDULE FOR VOLTAGE
BY ELEC. CONTR.

BY MECH. CONTR.

PROVIDED BY ELEC.

PROVIDED BY MECH.

CONTROLS LEGEND

VERIFY NUMBER OF WIRES REQUIRED BY MANUFACTURER
1 2
2 2 2
1 1
120V-1ø

CONTROLS LEGEND

POWER WIRING BY ELECTRICAL

CONTROL WIRING BY MECHANICAL

BY MECHANICAL CONTRACTOR

BY ELECTRICAL CONTRACTOR

SEE SCHEDULE

FOR VOLTAGE

SEE SCHEDULE FOR VOLTAGE
1 2

WALL SWITCH W/

PILOT LIGHT, MOUNT

ON KITCHEN HOOD
1 THERMAL
SWITCH 1
2 RANGE HOOD

EXHAUST FAN

MAGNETIC
STARTER 1
1DISC.
2 MAGNETIC

STARTER RELAY
1 THERMOSTAT1
1 LOW-VOLTAGE CONTROL
WIRING, VERIFY EXACT NO.
2 DISCONNECT
SWITCH 1
NOTES:

1. ALL CONDENSATE PIPING SHALL BE COPPER TYPE "M".

2. ALL CONDENSATE PIPING SHALL BE INSULATED.

3. SEE PLANS FOR PIPE SIZES, BUT IN NO CASE SHALL BE SMALLER THAN AC UNIT CONNECTION.

4. VERIFY AC UNIT CONNECTION AND LOCATION OF VENT WITH AC UNIT MANUFACTURER.

5. AC UNIT WITH OVERFLOW SENSOR AND ALARM BY OTHERS.
"B" "A" AC UNIT DRAIN
CONNECTION. (TYP)

EXISTING FITTINGS
OR "U" BEND TRAP

EXISTING

CLEANOUT
PLUG
EXISTING SLOPE AT 1/8"

PER FOOT LENGTH

TOWARD DRAIN

SEE PLANS FOR

EXISTING SIZE

AND EXISTING

CONTINUATION

BLOW THRU TYPE
A = SP + 1" MINIMUM
B = SP + 1/2" MINIMUM
A = (SP x 1.5) + 1" MINIMUM
B = (SP x 0.5) MINIMUM

DRAW THRU TYPE
SP = SYSTEM STATIC PRESSURE IN INCHES

EXISTING
VENT
ENo. 25512
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Project Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008

MECHANICAL AND PLUMBING DETAILS
MP2.1
NO SCALE MP2.1
ROOF CURB DETAIL 1
NO SCALE MP2.1
ROOFTOP MAKE-UP AIR UNIT DETAIL 2
NO SCALE MP2.1
RANGE HOOD EXHAUST DETAIL 3
NO SCALE MP2.1
MECHANICAL EQUIPMENT PLATFORM DETAIL 4
NO SCALE MP2.1
ROOFTOP PACKAGED HEAT PUMP CONTROL DIAGRAM 5
NO SCALE MP2.1
SPLIT SYSTEM HEAT PUMP CONTROL DIAGRAM 6
NO SCALE MP2.1
KITCHEN EXHAUST CONTROL DIAGRAM 7
NO SCALE MP2.1
CONDENSATE DRAIN DETAIL 8
Revision Schedule
No. Revision Issue Date
1 DD 14 Mar 2022
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Project Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008
TITLE 24 DOCUMENTATION
MP3.1
Revision Schedule
No. Revision Issue Date

STATE OF CALIFORNIA
Mechanical Systems

NRCC-MCH-E CALIFORNIA ENERGY COMMISSION

CERTIFICATE OF COMPLIANCE NRCC-MCH -E
Project Name: C.nlsb.:id Senior Center Report Page: {Page 7 of 7) Project Address: 15279 AL TON PKWY, BLDG . 2, IRVINE , CA 92618 Date Prepared: 2022-04-11 T12:08:09 -04:00

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

Documentat ion Author Name:

Steven Franks
Documentation Author Signature:
!i~--=~;-,-~.,,.:'::7:==--
compan•,i; MCPARLANE & ASSOCIATES, INC. Signature Date; 04/11/2022 Address: 2 SOUTH POINTE DRIVE, STE. 180 CEA/ HERS Certification Identification (if a11plicable):

City/State/Zip : LAKE FOREST, CA 92630 Phone: 949-296-3136

RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the followi ng under penalty of perj ury. under the law~ of the State of Californ ia:

1. The inform.it ion provided on this CertifiG:Jtc of Compli.im:e i~ true and correct.

2. I am eligible under Di..-ision 3 of the Business and Professions Code to .iccept responsibility for the building design or system design identified on this Certifi cate of Compliance (responsible designer)

3. The energy features and petiorma nce specifications, materials, components, and manufactur ed de~·lces for the buJl dlng design or system design Identified on th is Cert ifi cate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the Californi a Code of Rer,ulations.

4. The buildine desiEn features or system desiEn features identified on t his Certi ficate of Compliance are consistent with the informat ion provided on other applicable compliance documents, work,h eets, calculations, plans and specifications submitted to the enforcement agency for apprO\/al wit h 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 ot Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. llesponsible l.lesigner Name: PAUL MCPARLANE lr<esponsible l.lesigner Signature:

Compan11: MCPARLANE & ASSOCIATES, INC. I Date Signed: 04/11/2022 Address: 2 SOUTH POINTE DRIVE, STE. 180 License: M25512 City/State/Zip : LAKE FOREST, CA 92630 I Phone: 949-296-3136 Registration Number :

CA Build ing Energy Effic iency Standards - 2019 Nonresiden tial Compliance Registration Date/Time:

Report Version: 2019.1.003
Sr.hema Version: rev 20200601
;, ------,.-7 r__;;, .,,.-2.77-- ""-<- -v~
Registration Provi de r: Energy Code Ace
Report Generated : 2022-04-1109 :08:19

STATE OF CALIFORNIA
Mechanical Systems

NRCC-MCH-E

CERTIFICATE OF COMPLIANCE
Project Na me:

Project Address:

F. HVAC SYSTEM SUMMARY (DRY & WET SYSTEMS)
Carlsbad Senio r Cente r Report Page:

Dale Prepa red:

Dry System Equipment Efficiency (other than Package Terminal Air Conditioners (PTAC) and Package Terminal Heat Pumps (PTHP)) 01 02 03 04 OS 06
Heating Mode
Min imum
Name or Item Size Categoiy Rating Efficiency

CALIFORNIA ENERGY COMMISSION

NRCC-MCH-E
1Page4of7 )
2022-04-1 lT 12 :08 :09-04 :00
07 08 09
Cooling Mode
Minimum
Efficiency
Tag (Btu/hi Condition Efficiency Unit Required per Design Efficie ncy Efficiency Unit Required per Design Efficiency I "Fl Tab les 110.2 /
Tit le 20
PHP-3 >=65,000 and <135,000 47 "Fdb/ 43 COP 3.3 °Fwb OSA >=65,000 and <135,000 47 "Fdb/ 43 PHP-4 °Fwb OSA COP 3.3 G. PUMPS
This section does not apply to this project.

H. FAN SYSTEMS & AIR ECONOMIZERS
This section does not apply to this project.

Registration Numbe r: Regist rat ion Date/T ime:

CA Building Energy Efficiency Standards - 2019 Nonresid ential Comp liance Report Version: 2019.1.003 Schema Ve rsion: rev 20200601
STAT[ OF CALIFORNIA
Mechanical Systems
NRCC-MCII-[

CERTIFICATE OF COMPLIANCE
Project Name: Carlsbad Senior Center Report Page:

Project Address: Date Prepared:

I. SYSTEM CONTROLS
Tables 110.2 /
Tit le 20

3.3 EER 11 11
IEER 12.2 12.2
EER 11 11 3.3 IEER 12.2 12.2
Registrat ion Provider: Energy Code Ace
Report Gene rat ed: 2022 -04-1109:08:19

CALIFORNIA EN ERGY COMMISSION

NRCC-MCH -E
(Page 5 of 7)
2022-0 4-11 T12: 03:09-0 4:00
This table is used to demonstrate compliance with mandatory controls in §11Q2 and §.11.Q,2_ and prescriptive controls in §140.4([} and (n) or requirements in §141.Q(b)2E for altered space conditioning systems.
01 02 03 04 OS 06 07 08 09
Conditioned The rmostats Shut-Off Isolation Supply Air System Floor Area Zone Demand Response W in dow Inter locks per System Name Zoning Being Served §110.2lbl & (cl', Cont rols Contro ls §110.12 and §120.lfb) Temp. Reset §140.4(n) §120.2(a}or §141.0(bl2E §120.l(e} §140.4(11 (ft') §120.2(gl AH/CU-1 Multi-zone <= 25,000 ft2 Setback Auto Time r Auto Timer DR Tstat per §110.12 NA: NA: No operab le windows Switch Switch Alte rat ion PHP-3 & PHP-4 Single zone <= 25,000 ft7 Setback Auto Time r Auto Timer DR Tstat per §:110.12 NA: NA: No operab le windows Switch Switch Alterat ion 1FOOTNOTES: Gravity gas wall heaters, gravity floor heaters, gravity room heaters, non-central electric heaters, fireplaces or decorative gas appliances, wood stoves are not required to have setback thermostats.
* Notes : Controls w ith a* requi re a note in the space below expla ining how com pliance is achieved. EX: system 1: SA Temp Reset: Exempt because zones comp liant w ith §140.4(d) :

EXCEPTION 1 to §140.4(1)
J. VENTILATION AND INDOOR AIR QUALITY
This section does not apply to this project.

K. TERMINAL BOX CONTROLS
This section does not apply to this project.

L. DISTRIBUTION (DUCTWORK and PIPING)
This section does not apply to this project.

M. COOLING TOWERS
This section does not apply to this project.

Regist ration Nu m ber:

CA Building Energy Efficiency St andurds - 2019 Nonresiden ti al Compliance

STATE OF CALIFORNIA
Mechanical Systems

NRCC-MCH-E

CERTIFICATE OF COMPLIANCE
Project Na me:

Project Address:

N. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Registration Date/Time:

Report Ve rsion: 2019 .1.003
Schema Version: rev 20200601
C;irlsbad Senior Cente r Report Page:

Date Prepared:

Registration Prov ider : Energy Code Ace
Report Generated: 2022 -04-11 09 :08:19

CALIFORNIA ENERGY COMMISSION

NRCC-MCH-E
I Page 6 of7)
2022 -04-1 lT 12 :08:09-04 :00
Selections have been made based on information provided in previous tables of this document. If any selection needs to be changed, please explain why in Table E Additional Remarks, These documents must be provided to the building inspector during construction and con be found online at https ://www.energy.ca.gov/title24/2019standards/2019_compliance_documents/Nonresidential_Dowments/NRCI/ Form/Tit le
NRCI-MCH-01- E - Must be submitted fo r all buil di ngs O . DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE
There are no NRCAforms required for this project.

P. DECLARATION OF REQUIRED CERTIFICATES OF VERIFICATION There are no NRCV forms required for this project.

Q. MANDATORY MEASURES DOCUMENTATION LOCATION
Thi.stable rs used to indicate where mandatory measures are documented in the plan set or construction documentation. 01 Compliance with Mandatory Measures docu men ted through MCH Mandatory Measu res Note Block
Registrat ion Numbe r:

CA Building Energy Efficiency Standards - 2019 Nonresidential Comp liance Yes
Regist rat ion Date/T ime:

Report Version. 2019.1 .003
Schema Ve rsion: rev 20200501
Field Inspecto r
Pass Fail
□ □
02 MO.l
Registrat ion Provider: Energy Code Ace
Report Gene rat ed: 2022-04-1109:08:19

STATE OF CALIFORNIA
Mechanical Systems

NRCC-MCH-E CALIFORNIA ENERGY COMM ISSION

CERTIFICATE OF COMPLIANCE NRCC-MCH-E
This document is used to demonstrate compfiance for mechanical systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in §140.4, or §141.0[b/2 for afterotions.

Project Na me: Carlsbad Senio r Cente r Report Page: (Page 1 of7) Project Address: Date Prepared: 2022-04-1 lT 12 :08:09-04 :00 A. GENERAL INFORMATION
01 Project Location (city) Carlsbad 04 Tota l Condit ioned Floor Area 500 02 Climate Zone 7 OS Tota l Unconditioned Floor Area D
03 Occupancy Types W it hin Project: 06 # of Stories (Habitab le Above Grade) 1 181 Office (Bl □ Reta il (M) D Non-re frigerate d Wa rehouse (S) D Hotel/ Motel Guest Rooms (R-1) □ Schoo l (El D Healthcare Facility (I) □ High-Rise Resident ial (R-2/R-3) □ Relocatable Class Bldg (E) D Other (write in) B. PROJECT SCOPE
This table Includes mechanical systems or components that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in §140.4 , or §141.0[bl2 for alterations.
01 Air System(s)
181 Heati ng Air System □
181 Cooling Ai r System □
Mechan ical Controls □
□
M echan ical Controls (existing to remain, altered
□ or new)
□
□
Registration Numbe r:

CA Bu ilding Energy Efficiency Standards - 2019 Nonr esidential Compliance

STATE OF CALIFORNIA
Mechanical Systems

NRCC-MCH-E

CERTIFICATE OF COMPLIANCE
Project Name:

Project Address:

C. COMPLIANCE RESULTS
02 Wet System Components
Water Econom izer
Pumps
System Piping
Cooling Towe rs
Chillers
Boilers
Registration Date/Time:

Report Vers ion 2019 .1.003
Schema Version: rev 20200501
Carlsbad Senior Cent er Report Page:

Date Prepared:
□
□
□
□
□
□
03 Dry System Compon ents
Air Economizer
Electr ic Resistance Heat
Fan Systems
Ductwork (existing to rem;i in, Jltered or new)
Vent ilation
Zonal Systems/ Terminal Boxes
Registration Provider: Energy Code Ace
Report Generat ed: 2022 -04-11 09:08:19

CALIFORNIA ENERGY COMMISSION

NRCC-MCH-E
(Page 2 of7)
2022-04-11 T12: 08:09-0 4:00
Table C will indicate if the project data input into the compliance document is compliant with mechanical requirements. This table is not editable by the user. If this table says "DOES NOT COMPLY" or "COMPLIES with Exceptional Conditions" refer to Table D., or the table indicated as not compliant for guidance. 01 02 03 04 05 06 07 08 09
System System Fans/ Summa ry AND Pumps AND Economizers AND Controls AND Ventilation ANO Terminal Box AND Distribution AND Cooli ng Towers §110.1 , §140.4lkl §14Q.4(~l, §110.2 , ill0.1
Controls §120.3 , §11Q.2{e)2 §110.2 , §120.2 , §140.4(dl §140.4(11 Compl iance Results §140.4 §14D.41el §140.4( 11
(See Tab le F) (See Table G) {See Table H) (See Table I) (See Table J) (See Table K} {See Tab le L) {See Table M} Yes AND ANO AND Yes AND AND AND
Mandatory Measures Compliance (See Table Q for Details) D. EXCEPTIONAL CONDITIONS
This lable is auto-filled with uneditable comments because of selections made or data enle red in tables throughout the form .

E. ADDITIONAL REMARKS
This table includes remarks made by the permit applicant to the Authority Having Jurisdiction.

Regi~t ration Number:

CA Building Energy Efficiency St andards - 2019 Nonresiden t ia l Compliance

STATE OF CA LIFORNIA
Mechanical Systems
NRCC-Mt.H-1'

CERTIFICATE OF COMPLIANCE
Project Name:

Project Address:

F. HVAC SYSTEM SUMMARY (DRY & WET SYSTEMS)
Registrat ion Date/Time :

Report Version: 2019.1.003
Schema Version : rev 20200601
Carlsbad Senio r Cente r Report Page:

Date Prepared:

AND COMPLIES

COMPLIES
Registration Provider : Energy Code Ace
Report Generated: 2022--04-1109:08:19

CALIFORNIA ENERGY COMM ISSION

NRCC-MCH-E
(Page 3 of7)
2022-04-11T12:08 :09-04 :00
This table is used to demonstrate compliance for mechanical equipment with mandatory requirements found in §110.1 and §110.l{a) and prescriptive requirements found in §140.4[aJ, §14D.4{bl and §14D.4{k/ or §141.0{b/2 for alterations.

Dry System Equipment Sizing (includes air conditioners, condenser.;, heat pumps, VRF, furnaces and unit heaters) 01 02 03 04 05 06 07 08 09 10 11
Equipment Sizing per Mechanica l Schedu le (kBtu/ h)
§140.4 (a&bl
Sm;illest Size Heat ing Outpuf, 3 Cooling Output7· 3 Load Calculations~,4 Name or Item Equ ipment Category per Equipm ent Type per Tables 110.2 / Titl e Available 1 Total
Tag Tables 110.2 20 Supp, Sensible Tot.::il Sensible e14D.41al Per Design Rated Heating Rated Heat ing (kBtu/hl (kBtu/hl Output Per Design (kBtu/h) Load Cool ing (kBtu/hl (kBtu/h) (kBtu/hl Load
(kBtu/ h)
AH/CU -1 Unitary AC/ Condense rs AC, @ir coo led, split [3 phase) Yes 218.3 284 210 PHP-3 Unitary Heat Pumps Air-cooled , pkg (3 p hase) Yes llS.9 115.9 0 111.8 118.2 105 105 PHP-4 Unitary Heat Pumps Air-cooled, pkg (3 p hase) Yes 115.9 115.9 0 111.8 118.2 105 105 1 FOOTNOTES: Equipment shall be the smallest size, within the available options of the desired equipment line, necessary to meet the design heating and cooling loads of the building per §140.4[al- Healthcare facilities are excepted.
2 /t is common practice to show rated output capacity on the equipment schedule. Sensible cooling output comes from specification sheet tables. 3 If equipment is heating only, leave cooling output and load blank. If equipment is cooling only, leave heating output and load blank. 4 Author;ty Hav;ng Jurisd;ction may ask for load calculations used for compliance per §140.4[b) Dry System Equipment Efficiency (other than Package Terminal Air Conditioners (PTAC) and Package Terminal Heat Pumps (PTHP)) 01 02 03
Name or Item Size Category Rating
Tag (Btu/hi Condit ion
I "Fl
AH/CU -1 >=135,000 .:ind <240,000
Registr;:ition Numhe r:

CA Build ing Energy Efficiency Standards - 2019 Nonresidential Compliance 04 05
Heating Mode
Min imum
Efficiency
Efficiency Unit Requ ired per
Tables 110.2 /
Title 20
Regist ration Dat.e;Time:

Report Version: 2019.1.003
Schema Ve rsion: rev 20200601
06 07
Design Efficiency Efficiency Unit
EER
IEER
08 09
Cooling Mode
Minimum
Efficiency
Requi red per Design Efficiency
Tables 110.2 /
Title 20
11 11

12.4 12.4
Registr;i t ion Pmvider : Energy Code Ar.e
Report Generated: 2022 -04-11 09:08:19
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ABBREVIATIONS SYMBOLS LEGEND

GENERAL NOTES

SHEET INDEX

CODE INFORMATION

CITY NOTEE N
L BP
A
M
1 E-201
TITLE
SCALE: NTS
1 1
E-501

TITLE MARK DETAIL
OR PLAN NO. - 1
FOUND IN E-201

DETAIL REFERENCE
DETAIL NO. - 1
FOUND IN E-501

SECTION MARK
SECTION NO. - 1
FOUND IN E-501

SHEET KEYNOTE
DETAIL

BOUNDARY B
DETAIL NO. - 2
2 E-201

POINT OF

CONNECTION

POINT OF

DISCONNECTION

ANNOTATION

1. UNLESS LISTED OTHERWISE, THE AMPACITY OF 600 VOLTS OR LESS CONDUCTORS SHALL BE BASED ON THE TERMINALS NOT TO EXCEED 60°C(140°F) FOR CONDUCTOR SIZE 14 THROUGH 1 AWG OR 75° C(167°F) FOR CONDUCTOR SIZES OVER 1AWG.

2. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT.

3. FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS.

4. GREEN INSULATED COPPER GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL BRANCH CIRCUITS AND FEEDERS.

5. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE WEATHERPROOF.

6. PROJECT SPECIFICATIONS ARE AN INTEGRAL PART OF THESE DRAWINGS.

7. A SINGLE RECEPTACLE INSTALLED ON AN INDIVIDUAL BRANCH CIRCUIT SHALL HAVE AN AMPERE RATING OF NOT LESS THAN THAT OF THE BRANCH CIRCUIT. INDICATE THE RECEPTACLES RATING.

8. MINIMUM SIZE OF CONDUIT SHALL BE 3/4". MINIMUM SIZE OF NEUTRAL CONDUCTOR SHALL BE #10 AWG, UON MINIMUM SIZE OF CONDUCTOR SHALL BE #12 AWG, UON MINIMUM CONDUCTOR SIZE AT 120 VOLTS AND OVER 100FT CIRCUIT LENGTH SHALL BE #10 AWG, UON MINIMUM CONDUCTOR SIZE AT 277 VOLTS AND OVER 200FT. CIRCUIT LENGTH SHALL BE #10AWG UON.

REVISION CLOUD
(DELTA 1)
PANEL:CIRCUITLP4:12

POWER OUTLETS

LIGHTING

SWITCHES / CONTROLS
POWER

SINGLE LINE DIAGRAMS

GROUNDING SYSTEM

FLR WALL CLG
DUPLEX

QUADRUPLEX

GFCI DUPLEX

SIMPLEX

EMERGENCY
DUPLEX

EMERGENCY

QUADRUPLEX

EMERGENCY

SIMPLEX
FLOOR BOX "X" -
(DESCRIBE AND

SPEC BOX)

JUNCTION BOX

POKE THRU
X = TYPE

COUNTERTOP
DUPLEX

ISOLATED

GROUND DUPLEX

ISOLATED

GROUND SIMPLEX

WEATHER

PROOF DUPLEX

SPLIT WIRE

SPECIAL OUTLET

MULTI OUTLET

SURFACE RACEWAY

FLR WALL CLG

RECESSED

DOWNLIGHT
1X4 SURFACE

MOUNTED LIGHT
2X4 SURFACE

MOUNTED LIGHT
4FT WALL

MOUNTED LIGHT
1X4 EMERGENCY
LIGHT
2X4 EMERGENCY
LIGHT
2X4 RECESSED
LIGHT
EXIT SIGN 1 FACE
EXIT SIGN 1 FACE

LEFT ARROW

FLR WALL CLG

LIGHT SWITCH -

TIME OPERATED

LIGHT SWITCH -

SINGLE POLE

LIGHT SWITCH -

THREE WAY

LIGHT SWITCH -

KEY OPERATED

LIGHT SWITCH -

WITH PILOT LIGHT

DISTRIBUTION BOARD

RECESSED PANEL

SURFACE MOUNTED
PANEL

TRANSFORMER

DISCONNECT SWITCH

SWITCH - MOTOR
RATED

FUSED DISCONNECT
SWITCH

MAGNETIC MOTOR

STARTER

STARTER - DISCONNECT
SWITCH
MOTOR
RELAY

VARIABLE FREQUENCY
DRIVE

PULL BOX

CABLE TRAY

CIRCUIT BREAKER
SWITCH

FUSE - INLINE

FUSE SWITCH

FUSED - SWITCH

BUS PLUG

CIRCUIT BREAKER
- ENCLOSED

KIRK KEY INTERLOCK

BUSDUCT

SWITCHGEAR BUSWAY

GROUND FAULT RELAY

AMMETER

DIGITAL METER UON

TRANSFORMER - DELTA

WYE-GROUNDED
ATS - 3-POLE UON

BP - WITH BYPASS

ISOLATION

BATTERY

GENERATOR
PANEL
2000 = AMPACITY
3-NO, 4-SINGLE,
5-DOUBLE =

NEUTRAL
(+) = ADDITIONAL

INFO AS REQUIRED

GROUND ROD WITH

TEST WELL

GROUND BAR

GROUND, LPS CABLE

CONNECTION

EQUIPMENT

CONNECTION
M
JJ J
FB
T
3 K
P
R
PB
CB
K
X
X
CTR
IG
IG
WP
M
G

EMERGENCY

BATTERY PACK

EMERGENCY

BATTERY PACK W/

EXIT SIGN
1 PLAN TITLE NO. -1VIEW TITLE
SCALE: NTS
1 SWITCH - WITH

THERMAL

OVERLOAD
DIMMER

OCCUPANCY
SENSOR

PHOTOCELL

OCCUPANCY

SENSOR POWER
PACK

OVERRIDE SWITCH

FLR WALL CLG
TO
D
PC
PP
OSOS
OR
T
VFD
XXXXX
XXXXX
XXXXX
XXXXX
2000-5+
GFR
R
DH
F
S
SS
ST
XX
110cd
110cd
S
ST
ST
15cd
15cd
15cd
G T
WF

CONTROL RELAY

DOOR HOLDER

MANUAL PULL STATION

SPEAKER UNIT - CEILING

MOUNTED
(XX = SPEAKER CIRCUIT)

SPEAKER STROBE UNIT -

CEILING MOUNTED

STROBE UNIT - CEILING

MOUNTED

SPEAKER UNIT - WALL

MOUNTED

SPEAKER STROBE UNIT -

WALL MOUNTED

STROBE UNIT - WALL

GONG - TROUBLE

WATER FLOW SWITCH

FIRE ALARM

TS TAMPER SWITCH

PS PRESSURE SWITCH

FIRE ALARM SMOKE-HEAT DETECTORS
SD HD
R
HD
R
SD
DD
X

SMOKE-HEAT DETECTOR
R=DENOTES ELEVATOR

MACHINE ROOM

HEAT DETECTOR
R=DENOTES ELEVATOR

MACHINE ROOM

SMOKE DETECTOR

DUCT MOUNTED SMOKE

DETECTOR
X=S DENOTES: SUPPLY
X=R DENOTES: RETURN

FIRE ALARM PANELS

FIRE ALARM CONTROL
PANEL
FACP
FCPS
RAN
DACT
ASSD
PAP
PTR

FIRE ALARM POWER SUPPLY
PANEL

FIRE ALARM REMOTE LCD

ANNUNCIATOR PANEL

FIRE ALARM DIGITAL ALARM

COMMUNICATOR

TRANSMITTER

FIRE ALARM AIR SAMPLING

SMOKE DETECTION PANEL

FIRE ALARM PRE-ACTION
PANEL

FIRE ALARM PRINTER
#
-

EQUIPMENT TAG

DESIGNATION AC

DESIGNATION
NUMBER 1-1

POWER/VOICE DATA

WHIP - JUNCTION
BOX
P V
1 E-501

AIR TERMINAL -

STRIKE TERMINATION

DEVICE, FLAT MTD

AIR TERMINAL -

STRIKE TERMINATION

DEVICE, PARAPET MTD

GROUND ROD
ALL CONSTRUCTION SHALL BE IN ACCORDACE WITH:
2019 CALIFORNIA ADMINISTRATIVE CODE
2019 CALIFORNIA BUILDING CODE (CBC)
2019 CALIFORNIA ELECTRICAL CODE (CEC)
2019 CALIFORNIA FIRE CODE (CFC)
2019 CALIFORNIA GREEN BUILDING STANDARD CODE (CALGreen) 2019 CALIFORNIA ENERGY CODE (CEC)
2019 BUILDING ENERGY EFFICIENCY STANDARDS

PER CITY POLICY, WIRING IS NOT PERMITTED ON THE ROOF OF A BUILDING AND WIRING ON THE EXTERIOR OF A BUILDING REQUIRES APPROVAL BY THE BUILDING OFFICIAL.

CRADES
No. C12113
YA
S
E
AT
T
L W
NECI
A
OR

CFO FILA
IN
NA

IHHEN TLO
TCET
REN 9.30.21
Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT Construction
Documents
16 January 2023
Drawing Set Issue Schedule
Description Issue Date
BIM 360://22-004564 Carlsbad Senior Center/22-004564_ELEC_R21.rvt1/10/2023 2:44:51 PMProject No.:

Project Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008

ELECTRICAL COVER SHEET
E001

EXT EXTERNAL
-F-

F FAHRENHEIT, FIRE SERVICE, FEMALE

FA FIRE ALARM, FACE, FREE AREA

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FC FOOTCANDLE

FCA FAULT CURRENT AVAILABLE, FLOOR

CONTROL VALVE ASSEMBLY

FDR FEEDER

FL / FLR FLOOR

FLEX FLEXIBLE

FLUOR FLUORESCENT

FR FIRE RATING, FLOOR RECEPTACLE

FREQ FREQUENCY

FT FOOT, FEET

FU FUSE

FU SW FUSED SWITCH

FUT FUTURE
-G-

G GROUND, GAS, GREEN

GC GENERAL CONTRACTOR

GEN GENERATOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER
-H-

HP HORSEPOWER

HZ HERTZ
-J-

JB JUNCTION BOX
-L-

LTG LIGHTING

LV LOW VOLTAGE
-M-

MAX MAXIMUM

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MECH MECHANICAL

MIN MINIMUM, MINUTE

MV MEDIUM VOLTAGE
-N-
N NEW

NEUT NEUTRAL

NO NORMALLY OPEN, NUMBER

NTS NOT TO SCALE
-P-
P POLE

PB PULL BOX, PUSH BUTTON

PH PHASE

PNL PANEL

PWR POWER
-R-
(R) REMOVE EXISTING

REC RECESSED

RECPT RECEPTACLE

REQD REQUIRED

RM ROOM
-S-

SCHED SCHEDULE

SD SMOKE DETECTOR/DAMPER, STORM
DRAIN

SECT SECTION

SPEC SPECIFICATION

SPKR SPEAKER

SWBD SWITCHBOARD

SWGR SWITCHGEAR

SYS SYSTEM
-T-

TELCOM TELECOMMUNICATIONS

TV TELEVISION, TURNING VANES

TVSS TRANSIENT VOLTAGE SURGE

SUPRESSOR

TYP TYPICAL
-U-

UC UNDERCOUNTER

UGND UNDERGROUND

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY
-V-

V VOLT, VENT, VIDEO

VA VOLT AMPERE

VFD VARIABLE FREQUENCY DRIVE

VHO VERY HIGH OUTPUT

VOLT VOLTAGE
-W-

W WATT, WIRE, WIDTH, WALL PHONE,
WASTE

W/ WITH

W/O WITHOUT

WP WEATHERPROOF, WORKING

PRESSURE
-X-

XFER TRANSFER

XFMR TRANSFORMER
-A-

ADDL ADDITIONAL

AFF ABOVE FINISHED FLOOR

AIC AMPERE INTERRUPTING CAPACITY

AMP AMPERE

ANN ANNUNCIATOR

APPD APPROVED

APPX APPENDIX

ARCH ARCHITECT

ATCH ATTACHMENT

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL, ALARM VALVE

AVG AVERAGE

AWG AMERICAN WIRE GAUGE
-B-

BAS BUILDING AUTOMATION SYSTEM

BAT BATTERY

BFF BELOW FINISH FLOOR

BKGD BACKGROUND

BLDG BUILDING

BLW BELOW / UNDERGROUND

BOS BOTTOM OF STEEL

BOT BOTTOM

BRKR BREAKER

BSMT BASEMENT

BSTR BOOSTER

BTWN BETWEEN
-C-

CAB CABINET

CAP CAPACITOR, CAPACITY

CB CIRCUIT BREAKER, CATCH BASIN

CCT CORRELATED COLOR TEMPERATURE

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENT, CEILING

DIFFUSER

CERT CERTIFY

CH CHILLER

CHK CHECK

CKT CIRCUIT

CL CENTER LINE, CLOSE, CLOSET

CLG CEILING

CONC CONCRETE

CONN CONNECT, CONNECTION

COORD COORDINATE

CORR CORRIDOR

CP CONTROL PANEL, CHROME PLATED

CR CONTROL RELAY, CARD READER,

CASING RELIEF VALVE

CS CONTROL SWITCH

CTRL CONTROL

CTV CABLE TELEVISION, CONTROL VALVE
-D-
(D) EXISTING TO BE DEMOLISHED

DC DIRECT CURRENT

DDC DIRECT DIGITAL CONTROL

DEF DEFINITION

DEG DEGREE

DEG F DEGREES FAHRENHEIT

DEMO DEMOLITION

DESCR DESCRIPTION

DET DETAIL

DGTL DIGITAL

DIAG DIAGRAM

DIM DIMENSION

DIR DIRECTION

DISC DISCONNECT

DISCH DISCHARGE
DISTR
PNL

DISTRIBUTION PANEL

DIV DIVISION

DMR DIMMER

DS DISCONNECT SWITCH

DWG DRAWING
-E-
(E) / EX EXISTING TO REMAIN
(ER) EXISTING TO BE RELOCATED

EA EACH

EH ELECTRIC HEATER

EL ELEVATION, ELEVATOR LOBBY

ELEC ELECTRIC, ELECTRICAL

EMER EMERGENCY

ENVIR ENVIRONMENT

EPO EMERGENCY POWER OFF

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

EXCL EXCLUDE

EXH FN EXHAUST FAN

EXIST EXISTING
NO. TITLE SCALE
E001 ELECTRICAL COVER SHEET NONE
E002 GENERAL NOTES NONE
E003 SPECIFICATIONS NONE
E004 SPECIFICATIONS NONE
E005 SINGLE LINE DIAGRAM NONE
ED103 ELECTRICAL LOWER ROOFING DEMOLITION PLAN 1/8" - 1'-0" E103 ELECTRICAL LOWER ROOFING CONSTRUCTION PLAN 1/8" - 1'-0" E600 DETAILS NONE
Revision Schedule
No. Revision Issue Date
401 West A Street
Suite 1850
San Diego, CA 92101
Tel: 858.244.0360
www.syska.com
A member company of SH Group, Inc.

SYS HENNESSYKA
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domusstudio architecture

CONDUCTOR
SIZE
(AWG)
BRANCH

CIRCUIT

OCD (AMPS)

CIRCUIT VOLTAGE (V)
120 208 240 277

MAXIMUM ALLOWABLE LENGTH (FT)
#12 15 82 142 164 189
#10 15 135 235 271 313
#8 15 205 356 411 474
#12 20 61 107 123 142
#10 20 102 176 203 234
#8 20 154 267 308 356
#10 30 60 103 120 140
#8 30 95 165 190 225
BREAKER SIZE SINGLE POLE TWO-POLE THREE-POLE THREE-POLE (4-WIRE) 20A 2#12+ 1#12G IN 3/4"C 2#12+ 1#12G IN 3/4"C 3#12+ 1#12G IN 3/4"C 4#12+ 1#12G IN 3/4"C 25A 2#10+ 1#10G IN 3/4"C 2#10+ 1#10G IN 3/4"C 3#10+ 1#10G IN 3/4"C 4#10+ 1#10G IN 3/4"C 30A 2#10+ 1#10G IN 3/4"C 2#10+ 1#10G IN 3/4"C 3#10+ 1#10G IN 3/4"C 4#10+ 1#10G IN 3/4"C 35A 2#8 + 1#10G IN 3/4""C 2#8 + 1#10G IN 3/4""C 3#8 + 1#10G IN 3/4""C 4#8 + 1#10G IN 3/4""C 40A 2#8 + 1#10G IN 3/4""C 2#8 + 1#10G IN 3/4"C 3#8 + 1#10G IN 3/4"C 4#8 + 1#10G IN 3/4"C 45A 2#6 + 1#10G IN 1"C 2#6 + 1#10G IN 1"C 3#6 + 1#10G IN 1"C 4#6 + 1#10G IN 1"C 50A 2#6 + 1#10G IN 1"C 2#6 + 1#10G IN 1"C 3#6 + 1#10G IN 1"C 4#6 + 1#10G IN 1-1/4"C 55A 2#6 + 1#10G IN 1-1/4"C 2#6 + 1#10G IN 1-1/4"C 3#6 + 1#10G IN 1-1/4"C 4#6 + 1#10G IN 1-1/4"C 60A 2#4 + 1#10G IN 1-1/4"C 2#4+ 1#10G IN 1-1/4"C 3#4 + 1#10G IN 1-1/4"C 4#4 + 1#10G IN 1-1/4"C 65A 2#4 + 1#8G IN 1-1/4"C 2#4+ 1#8G IN 1-1/4"C 3#4 + 1#8G IN 1-1/4"C 4#4 + 1#8G IN 1-1/4"C 70A 2#4 + 1#8G IN 1-1/4"C 2#4+ 1#8G IN 1-1/4"C 3#4 + 1#8G IN 1-1/4"C 4#4 + 1#8G IN 1-1/4"C 75A 2#3 + 1#8G IN 1-1/4"C 2#3 + 1#8G IN 1-1/4"C 3#3 + 1#8G IN 1-1/4"C 4#3 + 1#8G IN 1-1/4"C 80A 2#3 + 1#8G IN 1-1/4"C 2#3 + 1#8G IN 1-1/4"C 3#3 + 1#8G IN 1-1/4"C 4#3 + 1#8G IN 1-1/2"C 85A 2#3 + 1#8G IN 1-1/4"C 2#3 + 1#8G IN 1-1/4"C 3#3 + 1#8G IN 1-1/4"C 4#3 + 1#8G IN 1-1/2"C 90A 2#2 + 1#8G IN 1-1/4"C 2#2 + 1#8G IN 1-1/4"C 3#2 + 1#8G IN 1-1/2"C 4#2 + 1#8G IN 1-1/2"C 95A 2#2 + 1#8G IN 1-1/2"C 2#2 + 1#8G IN 1-1/2"C 3#2 + 1#8G IN 1-1/2"C 4#2 + 1#8G IN 2"C 100A 2#1 + 1#8G IN 1-1/2"C 2#1 + 1#8G IN 1-1/2"C 3#1+ 1#8G IN 1-1/2"C 4#1+ 1#8G IN 2"C

SIZE AND QUANTITY OF CONDUCTORS SERVING ALL WIRING

DEVICES SHALL BE PROVIDED TO MATCH THE CHART BELOW

UNLESS OTHERWISE NOTED ON FLOOR PLANS, DETAILS, PANEL
SCHEDULES, OR RISER DIAGRAM. CB AMPERAGE SIZES ARE
INDICATED ON PANELBOARD SCHEDULES.

THE CONTRACTOR SHALL PROVIDE MINIMUM

SIZED BRANCH CIRCUIT CONDUCTORS PER

THE TABLE BELOW
NOTES:

1. ASSUMING SINGLE PHASE CIRCUIT, 90% POWER

FACTOR, UNCOATED COPPER CONDUCTORS IN
STEEL RACEWAY FROM NEC CHAPTER 9, TABLE 9.

2. ASSUMING LOAD EQUAL TO 80% OF OCD RATING

IS CONCENTRATED AT THE END OF THE CIRCUIT

3. LONGER BRANCH CIRCUITS LENGTHS SHALL BE

ALLOWED WHEN THE CIRCUIT LOAD IS KNOWN ,

AND THE CONTRACTOR HAS PROVIDED A
VOLTAGE DROP CALCULATION. THE

CALCULATION RESULTS SHALL BE MARKED ON
THE AS-BUILT PLANS.

BRANCH CIRCUIT SIZING
B
RANCH CIRCUIT VOLTAGE DROP (3%)

GENERAL NOTES
CRADES
No. C12113
YA
S
E
AT
T
L W
NECI
A
OR

CFO FILA
IN
NA

IHHEN TLO
TCET
REN 9.30.21
Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT Construction
Documents
16 January 2023
Drawing Set Issue Schedule
Description Issue Date
BIM 360://22-004564 Carlsbad Senior Center/22-004564_ELEC_R21.rvt1/10/2023 2:44:51 PMProject No.:

Project Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008

GENERAL NOTES
E002

2. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT.

3. FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS.

4. SERIES RATED SYSTEM IS NOT ACCEPTABLE.

5. RACEWAYS SHALL BE EMT IN CONCEALED AREAS.

6. EXPOSED RACEWAYS SHALL BE RIGID STEELCONDUIT (RSC).

7. GREEN INSULATED COPPER GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL BRANCH CIRCUITS AND FEEDERS.

8. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE WEATHERPROOF.

9. ALL CONDUCTORS SHALL BE COPPER TYPE THWN INSULATION.

10. MAINTAIN CIRCUIT CONTINUITY TO THE AREAS NOT AFFECTED BY THE ALTERATION.

11. REFER TO MECHANICAL AND PLUMBING DRAWINGS AND INCLUDE IN BID, WORK ASSOCIATED WITH, INCLUDING BUT NOT LIMITED TO, DUCT MOUNTED SMOKE DETECTOR, 120V CIRCUITS FOR DAMPERS, CONTROL TRANSFORMERS AND CONTROLLERS.

12. PROJECT SPECIFICATIONS ARE AN INTEGRAL PART OF THESE DRAWINGS.

13. A SINGLE RECEPTACLE INSTALLED ON AN INDIVIDUAL BRANCH CIRCUIT SHALL HAVE AN AMPERE RATING OF NOT LESS THAN THAT OF THE BRANCH CIRCUIT.

INDICATE THE RECEPTACLES RATING.

14. MINIMUM SIZE OF CONDUIT SHALL BE 3/4". MINIMUM SIZE OF NEUTRAL CONDUCTOR SHALL BE #10 AWG, UON MINIMUM SIZE OF CONDUCTOR SHALL BE #12 AWG, UON MINIMUM CONDUCTOR SIZE AT 120 VOLTS AND OVER 100FT CIRCUIT LENGTH SHALL BE #10 AWG, UON MINIMUM CONDUCTOR SIZE AT 277 VOLTS AND OVER 200FT. CIRCUIT LENGTH SHALL BE #10AWG UON.

15. ALL WORK SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE LOCAL BUILDING CODE, FIRE PREVENTION CODE, NEC, NFPA, UL, AND ALL OTHER GOVERNING AGENCIES HAVING JURISDICTION.

16. THE DRAWINGS INDICATE SIZE AND GENERAL LOCATION OF WORK. SCALE DIMENSIONS SHALL NOT BE USED. THE EXACT LOCATION AND ELEVATION OF ALL RECEPTACLES AND TELEPHONE / DATA OUTLETS, ETC., SHALL BE DETERMINED FROM THE ARCHITECTS DRAWINGS, UON.

17. ALL CIRCUIT NUMBERS INDICATED ON PLANS ARE FOR CLARITY ONLY, FIELD CONDITIONS PREVAIL. CIRCUIT NUMBERS ARE INTENDED TO BE USED FOR

QUANTITIES AND FOR DESIGNATING WHAT OUTLETS WILL BE ON THE SAME CIRCUIT, THEY NEED NOT BE APPLIED LITERALLY FOR ACTUAL CONNECTIONS TO OUTLETS EXCEPT WHERE DRAWINGS CALL FOR SEPARATE NEUTRAL. THE ELECTRICAL CONTRACTOR SHALL PROVIDE CIRCUITS WITH PROPER PHASE SEQUENCING FOR EVERY NEUTRAL WIRE REQUIRED.

18. ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES AND CONFER WITH OTHER CONTRACTORS WHOSE WORK MIGHT AFFECT THIS INSTALLATION.

19. THE USE OF ARMORED CABLE (BX) FOR HOMERUNS IS NOT PERMITTED, ALL WIRING BETWEEN THE ELECTRICAL CLOSET AND TENANT AREA SHALL BE IN MC CABLING WITH GREEN GROUND, ALL WIRING WITHIN ELECTRICAL CLOSET SHALL BE WITH IN EMT CONDUIT.

20. FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO MOTORS AND TO RECESSED MOUNTED LIGHTING FIXTURES. LENGTH SHALL NOT EXCEED 6-FT.

21. PANEL DIRECTORIES SHALL BE UPDATED TO CONFORM TO WORK.

22. TWO (2) ADDITIONAL COPIES OF AS-BUILT MARKED-UP DRAWINGS SHOWING CONDUIT RUNS AND CIRCUITING SHALL BE GIVEN TO BUILDING MANAGER AT THE COMPLETION OF THE PROJECTS.

23. COORDINATE WITH BUILDING MANAGER AND GENERAL CONTRACTOR PRIOR TO SLAB CUTS AND CORE DRILL.

24. ALL RECEPTACLES WIRED TO 1P-20A BRANCH CIRCUIT BREAKERS SHALL BE NEMA 5-20R. U.O.N.

25. SEE ARCHITECTURAL DRAWINGS FOR CEILING WORK AND SPECIFICATIONS, COORDINATE WITH GENERAL CONTRACTOR.

26. MINIMUM WIRE SIZE #12 AWG.

27. ELECTRIC PANELS COVERS ARE NOT TO BE LEFT OFF AT ANY TIME UNLESS MEN ARE WORKING ON SAME. COVERS SHALL BE REPLACED EACH NIGHT BEFORE LEAVING JOB SITE.

28. BUILDING FIRE ALARM SYSTEM INTEGRITY SHALL BE MAINTAINED AT ALL TIMES (BEFORE, DURING AND AFTER DEMOLITION AND OR CONSTRUCTION).

29. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY LIGHTING IN ALL AREAS OF CONSTRUCTION. THE CONTRACTOR SHALL CLEARLY LABEL PANELS AND BREAKERS USED FOR LIGHTING. LOCATION OF PANELS TO BE SHOWN ON FLOOR PLAN POSTED AT ENTRANCE TO WORK AREA. PROPER TEMPORARY LIGHTING AND POWER MUST BE INSTALLED AND MAINTAINED IN ALL WORK AREAS. TEMPORARY LIGHT AND POWER STRINGERS SHALL UTILIZE C-TAP TERMINALS. LAMP HOLDS SHALL HAVE LEFT HANDED SCREW SHELL LAMP HOLDERS AND NON-METALLIC LAMP GUARDS. CONNECTIONS TO EXISTING STAIRWELL AND EXIT LIGHT SYSTEMS ARE NOT TEMPORARY. TEMPORARY LIGHTING TO BE REMOVED BY ELECTRICAL CONTRACTOR AFTER COMPLETION OF JOB.

30. ALL NEW MATERIALS REQUIRED SHALL CONFORM WITH THE STANDARDS OF THE UNDERWRITERS LABORATORIES, INC. (UL) IN EVERY CASE WHERE SUCH A STANDARD HAS BEEN ESTABLISHED FOR THE PARTICULAR TYPE OF MATERIAL IN QUESTION, UNLESS OTHERWISE NOTED.

31. IF THE CONTRACTOR DISCOVERS ANY DISCREPANCIES ON THESE DRAWINGS THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR CLARIFICATION. IF ENGINEER CANNOT BE REACHED PRIOR TO PRICING THE CONTRACTOR MUST STATE SUCH DISCREPANCIES IN BID PROPOSAL AND BREAK OUT PRICING.

32. REFER TO HVAC AND PLUMBING DRAWINGS FOR APPROXIMATE LOCATIONS OF ALL EQUIPMENT REQUIRING POWER. REFER TO PANEL SCHEDULES FOR OVERCURRENT PROTECTION, WIRE AND CONDUIT SIZE TO EACH EQUIPMENT LOCATION. COORDINATE WITH RESPECTIVE CONTRACTOR FOR EXACT INSTALLED LOCATIONS OF EQUIPMENT TO BE POWERED. ELECTRICAL CONTRACTOR SHALL PROVIDE LOCAL UNFUSED DISCONNECT SWITCHES AT EACH EQUIPMENT LOCATION.

DISCONNECT AMPERAGE SHALL MATCH AMPERAGE OF OVERCURRENT PROTECTION FEEDING THE EQUIPMENT.

33. ELECTRICAL CONTRACTOR SHALL VISIT AND EXAMINE CAREFULLY THE EXISTING AREAS AFFECTED BY THIS WORK TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND WITH DIFFICULTIES THAT WILL AFFECT THE INSTALLATION OF THE WORK. CONTRACTOR SHALL PERFORM THIS, PRIOR TO SUBMITTING HIS PROPOSAL. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE AND LATER CLAIMS WILL NOT BE

RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE.

34. THE CONTRACTOR, BEFORE INSTALLING ANY OF THE WORK, SHALL SEE THAT IT DOES NOT INTERFERE WITH CLEARANCES REQUIRED FOR FINISHED COLUMNS, HUNG CEILINGS PLASTER, PARTITIONS, WALLS, ETC., AS SHOWN IN THE ARCHITECTURAL DRAWINGS AND DETAILS. IF ANY WORK IS SO INSTALLED AND IT LATER

DEVELOPS THAT SUCH DETAILS OR DESIGN CANNOT BE FOLLOWED, THIS CONTRACTOR AT HIS OWN EXPENSE SHALL MAKE SUCH CHANGES IN THE WORK AS DIRECTED BY THE ARCHITECT, AS WELL AS TO PERMIT THE INSTALLATION OF THE ARCHITECTURAL WORK AS SHOWN ON THE PLANS AND DETAILS.

35. THE CONTRACTOR SHALL MAINTAIN CONTINUITY OF SERVICE ON ALL CIRCUITS AFFECTED BY THESE CHANGES. WHENEVER IT IS REQUIRED THAT AN EXISTING

CIRCUIT BE REVISED, DISCONNECTED OR REMOVED IT SHALL BE UNDERSTOOD THAT THE CIRCUIT SHALL BE RECONNECTED AND SERVICE REESTABLISHED IN THE REMAINING PORTION OF THE CIRCUIT AFFECTED BY THIS ALTERATION.

36. IN CONNECTION WITH THE ALTERATIONS TO THE EXISTING BUILDING, THERE WILL BE CERTAIN REMOVALS AND RELOCATION OF THE EXISTING ELECTRICAL WORK NECESSARY FOR THE SATISFACTORY PERFORMANCE OF THE WORK. THESE CHANGES CANNOT BE COMPLETELY DETAILED ON THE DRAWINGS, BUT SHOULD BE TAKEN INTO CONSIDERATION BY THE CONTRACTOR IN PREPARING HIS PROPOSAL FOR THIS WORK.

37. PERFORM THE WORK AT SUCH TIME AND IN SUCH MANNER AS TO MINIMIZE INTERFERENCE WITH BUILDING'S NORMAL OPERATION. NOTIFY BUILDING REPRESENTATIVES IN ADVANCE EACH TIME A SERVICE OUTAGE OR INTERRUPTION WILL BE REQUIRED FOR THE PERFORMANCE OF SOME PHASE OF THE WORK.

SCHEDULE SUCH SERVICE OUTAGE OR INTERRUPTION ONLY AFTER HAVING RECEIVED APPROVAL OF DATE, HOUR, AND TIME INTERVAL REQUIRED THEREOF.

SCHEDULE OF WORK AS DIRECTED SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE. ALL CORING, CHOPPING, CHASING OF CONCRETE AND WORK WHICH RESULTS IN NOISE SHALL BE ACCOMPLISHED BEFORE 8:00 A.M. OR AFTER 5:00 PM OR ON WEEKENDS. COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR. ALL CORE DRILL LOCATIONS SHALL BE VERIFIED IN FIELD WITH THE ARCHITECT, ASBESTOS & STRUCTURAL ENGINEER. CHOPPING OR CHASING CORE WALLS AND MASONRY OF DEMISING PARTITION WALLS IS NOT PERMITTED.

38. WHERE MULTIPLE DEVICES ARE TO BE INSTALLED IN A SINGLE AREA SUCH AS WALL SWITCHES FOR LIGHTS, THERMOSTATS, FAN SPEED CONTROL SWITCHES, PROJECTION SCREEN SWITCHES, ETC., CONTRACTOR SHALL SUBMIT A SCALED DRAWING TO THE ARCHITECT FOR REVIEW SHOWING THE EXACT LOCATION AND MOUNTING HEIGHTS OF THE VARIOUS DEVICES. DEVICES SHALL BE ARRANGED IN A COORDINATED FASHION. INSTALLATIONS MADE WITHOUT SUCH APPROVAL WILL BE REWORKED AT CONTRACTOR'S EXPENSE.

39. START OF WORK AND ALL ACCESS TO BUILDING ELECTRICAL CLOSETS MUST BE COORDINATED WITH THE "BUILDING MANAGEMENT".

40. THE OPERATION OF THE ELECTRICAL INSTALLATION DOES NOT CONSTITUTE AN ACCEPTANCE OF THE WORK BY THE OWNER. FINAL ACCEPTANCE IS TO BE MADE

AFTER THE CONTRACTOR HAS DEMONSTRATED THAT THE WORK FULFILLS THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS AND HAS FURNISHED ALL REQUIRED CERTIFICATES OF APPROVAL FROM THE STATE AUTHORITIES, MUNICIPAL AUTHORITIES AND UNDERWRITERS.

41. AFTER COMPLETION OF THE PROJECT, PERFORM A TEST OF THE EMERGENCY EGRESS LIGHTING SYSTEM. TEST SHALL BE PERFORMED AFTER DARK (AT LEAST 1 HOUR AFTER SUNSET) AND AFTER 9:00 P.M. COORDINATE ACCESSIBILITY AND TIME WITH BUILDING; SIMULATE POWER FAILURE ON ALL LIGHTING CIRCUITS. TAKE LIGHT LEVEL READINGS ALONG PATHS OF EGRESS UTILIZING A FOOT CANDLE METER; RECORD READINGS ON A REDUCED SCALE (1/16" - 1'-0") FLOOR PLAN.

READINGS SHALL BE TAKEN AT THE MIDPOINT BETWEEN EMERGENCY FIXTURES AT A HEIGHT OF 18 INCHES ABOVE FLOOR. SUBMIT SEALED AND SIGNED COPY OF THE FLOOR PLAN AND READINGS TO THE ENGINEER.

42. ALL BRANCH CIRCUITS GREATER THAN 100' IN LENGTH SHALL BE #10

43. CONTRACTOR SHALL COMPLY WITH BUILDING STANDARD SPECIFICATIONS. BUILDING STANDARD SHALL BE PART OF WORK, ANY DISCREPANCIES BETWEEN BUILDING STANDARD AND THE DESIGN DRAWINGS SHALL BE SUBMITTED IN RFI FORMAT FOR ENGINEER'S REVIEW DURING THE BID PROCESS. A COPY OF BUILDING STANDARD SHOULD BE OBTAINED FROM BUILDING ENGINEER.

44. ELECTRICAL CONTRACTOR SHALL COORDINATE DELIVERIES WITH CM OR GC TO DETERMINE ENTRYWAYS, EQUIPMENT SIZES, AND RIGGING REQUIRED.

45. PROVIDE PLASTIC GROMMETS AND PULLWIRE FOR ALL EMPTY CONDUITS. (DATA/SECURITY/AV).

46. ELECTRICAL CONTRACTOR TO APPLY FOR APPLICABLE ENERGY REBATES FOR EQUIPMENT (LIGHTING AND DAYLIGHTING CONTROLS). SUBMIT COPY OF DOCUMENTS FOR OWNER AND ENGINEER AS SHOP DRAWING. REBATE SHALL BE GIVEN TO OWNER.

47. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, CONTACT ENGINEER IF ANY DISCREPANCIES CONFLICT WITH DESIGN.

48. PROVIDE BACKBOX & STUB-UP W/PULLWIRE FOR THERMOSTATS COORDINATE QUANTITY & LOCATION W/MECH CONTRACTOR.

49. CONTRACTOR SHALL PROVIDE DOUBLE GANG BOX WITH SINGLE GANG MUDPLATE WITH 1" STUB-UP, WITH PLASTIC GROMMET AND PULL-WIRE FOR DATA/TELEPHONE OUTLETS.

50. COLOR, HEIGHT AND LOCATION OF ALL RECEPTACLES SHALL BE AS PER ARCHITECT. UPS RECEPTACLES SHALL BE BLUE, EMERGENCY NON-UPS RECEPTACLES SHALL BE ORANGE, 2ND NORMAL POWER RECEPTACLES SHALL BE WHITE.

51. CONTRACTOR SHALL FURNISH AND INSTALL ALL WIRING TO HVAC UNITS. CONTRACTOR SHALL FURNISH AND INSTALL WIRING AND MOTOR RATED SWITCH FOR CONDENSATE PUMPS FOR EACH UNIT, THESE ARE NOT FACTORY INSTALLED.

52. ELECTRICAL CONTRACTOR TO PROVIDE 120V POWER TO ALL VAV BOXES SHOWN ON HVAC DRAWINGS, CONNECT QTY. (20) PER 20A, 1P CIRCUIT, 2#12, #12G, 3/4"C. PROVIDE JUNCTION BOX WITH MOTOR RATED SWITCH AT EACH VAV BOX.

53. ELECTRICAL CONTRACTOR SHALL PROVIDE A DEDICATED 120V CIRCUIT TO A DDC MASTER CONTROL PANEL. PANEL ON THIS FLOOR, TO BE LOCATED BY THE BUILDING CONTROLS MFG.. THIS IS NOT SHOWN ON DWGS, BUT SHOULD BE INCLUDED IN THE BID, ASSUME 150' RUN TO PANEL.

54. THE CONTRACTOR SHALL PROVIDE PULL CORDS IN ALL EMPTY CONDUITS. WHERE MORE THAN ONE CONDUIT TERMINATES IN A JUNCTION BOX, THE ELECTRICAL CONTRACTOR SHALL IDENTIFY EACH J-BOX AND CONDUIT IN A MANNER ALLOWING IDENTIFICATION OF J-BOXES AND CONDUITS AFTER ALL WALL FINISHES HAVE BEEN APPLIED.

55. ALL J-BOXES SHALL BE SIZED PER NEC ARTICLE 314, TABLE 314.16(A).

56. PROVIDE CONTROL WIRING IN CONDUIT AS REQUIRED FOR COMPLETE SYSTEM WIRING.

57. ALL BRANCH WIRING SHALL BE CONCEALED IN WALLS AND ABOVE HUNG CEILING, UON. WHERE THERE IS NO HUNG CEILING CONDUIT SHALL BE RUN IN A NEAT AND ORDERLY MANNER PARALLEL AND PERPENDICULAR TO HVAC DUCTWORK AND FIRE PROTECTION SPRINKLER PIPING. NO FLEXIBLE CONDUIT IS PERMITTED IN AREAS WERE IT WILL BE EXPOSED.

58. CONTRACTOR SHALL COORDINATE ON SITE AND WITH THE ARCHITECT, THE EXACT LOCATION OF ALL FLOOR MOUNTED DEVICES REQUIRING CORE DRILLING PRIOR TO THE START OF ANY SUCH WORK.

59. CONTRACTOR SHALL PROVIDE COMPLETE AS-BUILT DRAWINGS PRIOR TO COMPLETION OF PROJECT FOR REVIEW BY ARCHITECT AND ENGINEER.

60. COORDINATE ANY REQUIRED ELECTRICAL OUTAGES AND RECONNECTIONS WITH LANDLORD AND TENANT REPRESENTATIVE AT LEAST A WEEK IN ADVANCE. PROVIDE 48 HOUR NOTIFICATION TO LANDLORD FOR ACCESS TO OTHER TENANT SPACES.

61. ALL NEW ELECTRICAL EQUIPMENT ARE TO BE OF SAME MANUFACTURER AS EXISTING, UNLESS OTHERWISE INDICATED.

62. ALL CONNECTIONS TO FANS, MOTORS, TRANSFORMERS, ETC. SHALL BE MADE WITH LIQUID TIGHT FLEXIBLE CONDUIT.

Revision Schedule
No. Revision Issue Date
401 West A Street
Suite 1850
San Diego, CA 92101
Tel: 858.244.0360
www.syska.com
A member company of SH Group, Inc.

SYS HENNESSYKA
-
-
-
• • 0
C .. ~
0 domusstudio architecture
CRADES
No. C12113
YA
S
E
AT
T
L W
NECI
A
OR

CFO FILA
IN
NA

IHHEN TLO
TCET
REN 9.30.21
Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT Construction
Documents
16 January 2023
Drawing Set Issue Schedule
Description Issue Date
BIM 360://22-004564 Carlsbad Senior Center/22-004564_ELEC_R21.rvt1/10/2023 2:44:51 PMProject No.:

Project Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008

SPECIFICATIONS
E003
PART 1 - GENERAL
A. CONTRACT PERFORMANCE

1. EXECUTE THE WORK IN THE BEST AND MOST THOROUGH MANNER & TO THE SATISFACTION OF THE CONSULTING ENGINEER,

WHO WILL JOINTLY INTERPRET THE MEANING OF THE DRAWINGS AND SPECIFICATIONS AND SHALL HAVE THE POWER TO REJECT ANY WORK AND MATERIALS WHICH, IN THEIR JUDGMENT, ARE NOT IN FULL ACCORDANCE THEREWITH.

2. EXCEPT FOR CHANGES AS MAY BE SPECIFICALLY APPROVED BY THE CONSULTING ENGINEERS, IN ACCORDANCE WITH

ALTERNATES OF OPTIONS STATED HEREINAFTER, ALL WORK MUST BE IN FULL ACCORDANCE WITH THE INTENT OF THE PLANS AND

SPECIFICATIONS, COMPLETE IN EVERY WAY AND READY FOR SATISFACTORY AND EFFICIENT OPERATION WHEN DELIVERED TO THE OWNER.

3. WHERE DISAGREEMENTS OCCUR BETWEEN THE PLANS AND THE SPECIFICATIONS, OR WITHIN EITHER DOCUMENT ITSELF, THE ITEM OR ARRANGEMENT OF BETTER QUALITY, GREATER QUANTITY OR HIGHER COST SHALL BE INCLUDED IN THE BASE BID.

4. THE DRAWINGS SHOW THE VARIOUS CONDUIT AND PIPING SYSTEMS SCHEMATICALLY. CONTRACTOR SHALL FURNISH AND

INSTALL ALL NECESSARY JUNCTION BOXES, PULL BOXES, SUPPORT AND ACCESSORIES TO MEET APPLICABLE CODES, BUILDING STANDARDS AND FULFILL CONTRACT DOCUMENTS. NO ADDED COMPENSATION WILL BE PERMITTED FOR VARIATIONS DUE TO FIELD CONDITIONS.

5. THE CONTRACTOR COVENANTS AND AGREES THAT HE AND HIS SUBCONTRACTORS AND HIS AND THEIR AGENTS, SERVANTS

AND EMPLOYEES WILL PROVIDE AND MAINTAIN A SAFE PLACE TO WORK AND THAT HE AND THEY WILL COMPLY WITH ALL LAWS AND

REGULATIONS OF ANY GOVERNMENTAL AUTHORITY HAVING JURISDICTION THEREOF AND THE CONTRACTOR AGREES TO

INDEMNIFY, DEFEND AND HOLD HARMLESS THE CONSULTING ENGINEER, ARCHITECT AND OWNER FROM AND AGAINST ANY

LIABILITY, LOSS, DAMAGE OR EXPENSE, INCLUDING ATTORNEY'S FEES ARISING FROM FAILURE OR ALLEGED FAILURE ON THE PART

OF THE CONTRACTOR, HIS SUBCONTRACTORS AND HIS AND THEIR AGENTS, SERVANTS AND EMPLOYEES TO PROVIDE AND

MAINTAIN A SAFE PLACE TO WORK OR TO COMPLY WITH ALL LAWS AND REGULATIONS OF ANY GOVERNMENTAL AUTHORITY HAVING JURISDICTION THEREOF.

6. THE CONTRACTOR AND EACH SUBCONTRACTOR COVENANTS AND AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE

CONSULTING ENGINEER, ARCHITECT AND OWNER FROM AND AGAINST ANY LIABILITY, LOSS, DAMAGE OR EXPENSE, INCLUDING

ATTORNEY'S FEES ARISING FROM A FAILURE OR ALLEGED FAILURE ON THE PART OF THE CONTRACTOR, HIS SUBCONTRACTORS

AND HIS AND THEIR AGENTS, SERVANTS AND EMPLOYEES PROPERLY TO DISCHARGE THE OBLIGATIONS ASSUMED BY HIM OR THEM

IN THE PERFORMANCE OF THE WORK, INCLUDING ANY ACT OR OMISSION ALLEGEDLY RESULTING IN DEATH OR PERSONAL INJURY

OR PROPERTY DAMAGE OR IMPROPER CONSTRUCTION, CONSTRUCTION TECHNIQUES OR THE USE OF IMPROPER OR INAPPROPRIATE MATERIAL OR TOOLS.

7. THE CONTRACTOR AGREES THAT ANY CONTROVERSY OR DISPUTE TO WHICH THE CONTRACTOR, THE ARCHITECT, AND THE

CONSULTING ENGINEERS ARE PARTIES SHALL BE SUBMITTED TO ARBITRATION FOR DECISION IN ACCORDANCE WITH THE RULES OF SUCH ASSOCIATION FOR CONSTRUCTION INDUSTRY DISPUTES. ALL SUBCONTRACTORS LIKEWISE AGREE TO SUBMIT TO SUCH

ARBITRATION ANY DISPUTE BETWEEN OR AMONG THEM, THE CONTRACTOR, THE ARCHITECT AND THE CONSULTING ENGINEERS,

AND THE CONTRACTOR AGREES TO MAKE AVAILABLE TO THE CONSULTING ENGINEERS ON DEMAND SIGNED COPIES OF THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR AND BETWEEN THE CONTRACTOR AND HIS SUBCONTRACTORS. THE

CONTRACTOR AND EACH SUBCONTRACTOR AGREE THAT BY SUBMITTING A BID WHICH IS ACCEPTED, THIS PARAGRAPH SHALL BE DEEMED A WRITTEN AGREEMENT TO SUBMIT ANY CONTROVERSY THEREAFTER ARISING ARBITRATION.

8. ALL WORK SHALL BE DONE IN CONFORMANCE WITH ALL GOVERNING CODES, INCLUDING AMENDMENTS, BULLETINS, ETC., AS WELL AS STANDARDS OF INSTALLATION AND EQUIPMENT ESTABLISHED FOR THE BUILDINGS, AND REQUIREMENTS OF THE OWNER.

9. OBTAIN ALL NECESSARY PERMITS AND APPROVAL FROM GOVERNING AUTHORITIES AND FILE ALL NECESSARY FORMS. PAY ALL INSPECTION FEES.

10. COORDINATE SCHEDULING OF ALL WORK TO BE PERFORMED WITH OWNER AND/OR HIS AGENT AND INCLUDE ALL NECESSARY PREMIUM TIME REQUIRED FOR SHUTDOWNS, WORK IN OCCUPIED AREAS, ETC.

11. ALL AREAS ASSOCIATED WITH WORK TO BE PERFORMED SHALL BE EXAMINED PRIOR TO BID SUBMISSION. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR CONDITIONS FOUND DURING INSTALLATION.

12. BEFORE COMMENCING WORK, EXAMINE ALL ADJOINING WORK ON WHICH THIS WORK IS IN ANY WAY DEPENDENT FOR PERFECT

WORKMANSHIP ACCORDING TO THE INTENT OF THIS SPECIFICATION, AND REPORT TO THE CONSTRUCTION MANAGER ANY CONDITION WHICH PREVENTS PERFORMANCE OF FIRST-CLASS WORK. NO "WAIVER OF RESPONSIBILITY" FOR INCOMPLETE,

INADEQUATE OR DEFECTIVE ADJOINING WORK WILL BE CONSIDERED UNLESS NOTICE HAS BEEN FILED BEFORE SUBMITTAL OF A PROPOSAL.

13. COORDINATE ALL WORK WITH OTHER TRADES TO INSURE INSTALLATION IS MADE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

14. FURNISH ADEQUATE LIABILITY INSURANCE AND BONDING AS REQUIRED BY OWNER.

15. INCLUDE ALL LABOR, MATERIALS, AND APPURTANANCES REQUIRED FOR THE FURNISHING, INSTALLING AND TESTING OF ALL WORK. COMPLETE AND MAKE READY FOR OPERATION IN A MANNER SATISFACTORY TO THE ARCHITECT AND CONSULTING ENGINEER, ALL WORK SHOWN ON DRAWINGS AND SPECIFIED HEREIN.

16. ALL WORK SHALL BE GUARANTEED FOR TWO (2) FULL YEARS FROM THE DATE WHEN THE OWNER HAS ISSUED A "CERTIFICATE OF SUBSTANTIAL COMPLETION".

17. ELECTRICAL CONTRACTOR SHALL INCLUDE, IN BID, STANDBY TIME FOR TENANT MOVE-IN.

B. SHOP DRAWINGS AND SUBMITTALS

1. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO THE START OF ANY WORK. ANY WORK OR EQUIPMENT INSTALLED PRIOR TO

REVIEW OF SHOP DRAWINGS AND FOUND TO BE UNACCEPTABLE SHALL BE REMOVED AND MODIFIED AT THE CONTRACTOR'S SOLE EXPENSE INCLUDING ANY RESULTANT SCHEDULING DELAYS EXPERIENCED BY ANY TRADE.

2. THE ARCHITECT AND/OR ENGINEER WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND THE INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS. THE ARCHITECT'S AND/OR

ENGINEER'S REVIEW OF SHOP DRAWINGS AND SAMPLES IS ONLY FOR THE CONVENIENCE OF THE OWNER IN FOLLOWING THE WORK

AND DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR DEVIATIONS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE ARCHITECT'S AND/OR ENGINEER'S REVIEW SHALL NOT BE CONSTRUED AS A COMPLETE OR DETAILED CHECK OF

THE WORK SUBMITTED, NOR SHALL IT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP

DRAWINGS AND SAMPLES, OR FROM THE NECESSITY OF FURNISHING ANY WORK REQUIRED BY THE CONTRACT DOCUMENTS WHICH MAY HAVE BEEN OMITTED FROM SHOP DRAWING SUBMITTALS.

3. THE REVIEW OF A SEPARATE ITEM SHALL NOT INDICATE REVIEW OF THE COMPLETE ASSEMBLY IN WHICH IT FUNCTIONS.

NOTHING IN THE ARCHITECT'S AND/OR ENGINEER'S REVIEW OF SHOP DRAWINGS AND SAMPLES SHALL BE CONSIDERED AS AUTHORIZING:
a. A DEPARTURE FROM CONTRACT DOCUMENTS OR SPECIFICATIONS, b. ADDITIONAL COST TO THE OWNER.
c. INCREASED TIME FOR COMPLETION OF THE WORK.

4. NO PART OF THE WORK SHALL BE STARTED IN THE SHOP OR IN THE FIELD UNTIL THE ARCHITECT AND/OR ENGINEER HAS REVIEWED THE SHOP DRAWINGS AND SAMPLES FOR THAT PORTION OF THE WORK. THEREAFTER, THE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND THE INDICATED STATUS OF THE REVIEWED SHOP DRAWING.

5. SAMPLES SHALL BE SUBMITTED FOR REVIEW WHEN REQUESTED BY THE ARCHITECT AND/OR ENGINEER.

6. TWO WEEKS AFTER AWARD OF CONTRACT SUBMIT A SHOP DRAWING LOG FOR REVIEW WITH SUBMITTAL DATES AND SUBMITTAL TYPE.

7. PROVIDE OPERATIONS AND MAINTENANCE MANUALS FOR ALL EQUIPMENT AND MATERIALS.

C. AS-BUILT DRAWINGS

1. PREPARE AND FURNISH TO OWNER "AS-BUILT" PLANS FOR ALL WORK INSTALLED. PROVIDE CAD DRAWINGS AND CAD FILES ON A COMPACT DISC COMPLETED IN THE LATEST VERSION OF AUTOCAD. ALL DRAWINGS SHALL BE IN A STYLE COMMENSURATE WITH THE ENGINEERING DESIGN. THE ENGINEERING DESIGN CAD DRAWINGS OR BACKGROUNDS WILL BE FURNISHED FOR USE TO THIS CONTRACTOR FOR THE PURPOSE OF THIS SUBMISSION (SUBMIT A CAD INDEMNIFICATION AGREEMENT).

2. DURING CONSTRUCTION, KEEP AN ACCURATE RECORD OF ALL DEVIATIONS BETWEEN THE WORK AS SHOWN ON DRAWINGS AND THAT WHICH IS ACTUALLY INSTALLED. THIS RECORD SET OF PRINTS SHALL BE KEPT AT JOB SITE FOR INSPECTION.

3. UPON COMPLETION OF THE INSTALLATION. SUBMIT ONE SET OF BLACK AND WHITE PRINTS OF THESE "AS-BUILT" RECORD DRAWINGS TO THE CONSULTING ENGINEER FOR REVIEW. AFTER REVIEW BY THE CONSULTING ENGINEER, MAKE NECESSARY CHANGES TO THESE PRINTS AND THEN DELIVER THEM TO THE OWNER FOR RECORD. FINAL PAYMENT WILL BE WITHHELD UNTIL COMPLETION OF "AS-BUILT" DRAWINGS.

4. AS-BUILT DRAWINGS SHALL CONTAIN EXACT ROUTING AND ELEVATIONS OF ALL CONDUIT BANKS, ACTUAL PANELBOARD CIRCUIT BREAKER POLE POSITIONS USED FOR EACH CIRCUIT, AND EXACT LOCATION OF ALL EQUIPMENT. ALL DIMENSIONS SHALL BE REFERENCED TO BUILDING STRUCTURE CENTERLINES.
.

PART 2 - PRODUCTS
A. EQUIPMENT SPECIFICATIONS

1. ALL EQUIPMENT AND MATERIALS SHALL BE NEW, UL LISTED AND SHALL CONFORM TO ANY ADDITIONAL LABELING, TESTING AND CONSTRUCTION REQUIREMENTS ESTABLISHED BY THE GOVERNING AUTHORITIES. SAME SHALL BE GUARANTEED FOR 1 YEAR SUBSEQUENT TO FINAL ACCEPTANCE.

2. ALL EQUIPMENT (ELECTRICAL AND MECHANICAL) SHALL BE SPECIFIED TO HAVE VOLTAGE RATINGS COMPATIBLE WITH THE PROVISIONS OF ANSI C84.

3. ALL EXISTING EQUIPMENT TO BE RELOCATED, OR TO BE INSTALLED FROM STORAGE SHALL BE CLEANED.

4. ALL CONDUIT FOR LIGHTING AND POWER SYSTEMS SHALL BE 3/4" (MINIMUM).

5. ALL LOW TENSION CONDUIT FOR DATA, TELEPHONE, SECURITY, A/V, TELEVISION, ETC., SHALL BE 1" MINIMUM E.M.T. OR ALUMINUM U.O.N. TERMINATE WITH BUSHED OPENING IN HUNG CEILING OR UNDER RAISED FLOOR. EMPTY FLEXIBLE CONDUIT SHALL NOT BE PERMITTED FOR LOW TENSION CABLING UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE ARCHITECT AND ENGINEER. ALL LOW TENSION EMPTY CONDUIT SHALL BE PROVIDED WITH TRU-MEASURE TYPE DRAG LINES FOR FUTURE CABLE INSTALLATION.

6. ALL WALL MOUNTED TELEPHONE AND COMMUNICATIONS OUTLETS SHALL HAVE THE EMPTY CONDUIT STUBBED AND BUSHED INTO AN ACCESSIBLE AREA IN THE HUNG CEILING OR RAISED FLOOR. (NOTE: ACCESSIBLE AREA MAY BE OUTSIDE THE ROOM/AREA IF AN INACCESSIBLE CEILING IS UTILIZED.)

7. INTERMEDIATE METAL CONDUIT SHALL BE USED WHERE SUBJECTED TO ANY WATER OR MOISTURE CONDITIONS. PVC SCH. 80 WHERE BURIED IN SLAB.

8. ALL 15A OR 20A, SINGLE POLE, 120 VOLT OR 208 VOLT BRANCH CIRCUIT RUNS IN EXCESS OF 100 FEET FROM THE PANEL TO THE DEVICE SHALL BE PROVIDED WITH #10 MINIMUM AWG WIRE FOR ITS ENTIRE LENGTH.

9. JUNCTION OR PULL BOXES SHALL BE FURNISHED AND INSTALLED WHERE INDICATED ON PLANS AND WHEREVER ELSE SUCH A BOX MAY BE NECESSARY TO FACILITATE INSTALLATION OR CONFORM TO CODE REQUIREMENTS. COORDINATE LOCATIONS OF SAME WITH ARCHITECT FOR ACCESSIBILITY AND AESTHETIC CONSIDERATIONS. GENERALLY, JUNCTION BOXES AND PULL BOXES SHALL BE INSTALLED EVERY 100 FEET IN CONDUIT HORIZONTAL RUNS AND SHALL NOT BE EXPOSED IN FINISHED SPACES. ALL CABLES WITHIN PULL BOXES SHALL BE PROPERLY TAGGED FOR IDENTIFICATION. LABEL ALL CONDUITS WITH FEEDER DESIGNATION, AT ENTRY AND EXIT TO THE BOX.

10. PROVIDE WIRE TROUGHS WHERE A RACEWAY IS REQUIRED TO ACCESS THE FLOOR SYSTEM.

11. INSULATING BUSHINGS OR INSULATING THROATS SHALL BE INSTALLED ON ALL FITTINGS.

12. FOR AREAS OF PUBLIC ASSEMBLY (SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS), BRANCH CIRCUITS FOR LIGHTING AND POWER SHALL BE RIGID GALVANIZED STEEL, AND SHALL BE SEPARATED FROM THE NORMAL LIGHTING AND POWER CIRCUITS. ADDITIONALLY, BRANCH CIRCUITS FOR EMERGENCY EGRESS AND EXIT LIGHTING SHALL BE DEDICATED.

13. COORDINATE WITH PUBLIC ADDRESS SYSTEM VENDOR FOR EMERGENCY CONTROL PANEL REQUIREMENTS.

14. OUTLET BOXES SHALL BE CODE GAUGE GALVANIZED STAMPED STEEL, 4 INCH SQUARE BY 1-1/2 INCHES DEEP FOR POWER AND 4 INCHES SQUARE BY 2-1/2 INCHES DEEP FOR COMMUNICATION, FIRMLY ANCHORED IN PLACE. BOX VOLUME SHALL BE AS REQUIRED BY GOVERNING CODES WITH BLANK COVERS PROVIDED FOR ALL BOXES USED FOR JUNCTION PURPOSES. GEM BOXES SHALL ONLY BE USED WHERE DIMENSIONAL RESTRAINTS EXIST AND WHERE THE CONTRACTOR HAS OBTAINED PERMISSION FROM THE ENGINEER. MULTI-GANG BOXES SHALL BE PROVIDED WITH EXTENSION COLLARS MOUNTED WITHIN 1/8 INCH OF OUTER SURFACE. WHERE OUTLET BOXES ARE SHOWN FOR FLUSH MOUNTED DEVICES, A SINGLE GANG PLASTER RING SHALL BE PROVIDED, AND MOUNTED WITHIN 1/8 INCH OF OUTER SURFACE.

15. DISCONNECT SWITCHES SHALL BE QMQB FUSIBLE OR NONFUSIBLE WITH CURRENT AND VOLTAGE RATING AS INDICATED ON PLANS. SWITCHES SHALL BE HORSEPOWER RATED, ENCLOSED TYPE, SUITABLE FOR PADLOCKING IN OPEN POSITION.

16. HORSEPOWER RATED THERMAL SWITCHES (BRYANT OR AS APPROVED) SHALL BE USED FOR ALL MOTOR CIRCUITS. ELECTRICAL CONTRACTOR SHALL INSTALL WHERE APPLICABLE TOGGLE SWITCHES FOR USE AS DISCONNECT. THESE SWITCHES SHALL BE "T" RATED FOR RESISTANCE LOADS AND "M" RATED FOR MOTOR LOADS.

17. STANDARD DUPLEX CONVENIENCE RECEPTACLES SHALL BE SPECIFICATION GRADE NEMA 5-15R, 5-20R, 2 POLE, 3 WIRE, GROUNDED, 15 OR 20 AMPERE RATED FOR DEVICES SHOWN ON A 15 OR 20 AMPERE CIRCUIT (RESPECTIVELY). PROVIDE DEVICES RATED TO THE EQUIVALENT CIRCUIT BREAKER SIZE UNLESS OTHERWISE NOTED. GROUND FAULT TYPE SHALL BE USED WHERE REQUIRED BY GOVERNING CODES INCLUDING ALL DEVICES SHOWN TO BE WITHIN SIX FEET OF A SINK/WATER.

18. SWITCHES SHALL BE FLUSH, SPECIFICATION GRADE, QUIET TUMBLER TYPE, GROUNDED, BEHIND COMMON PLATE PLATE WITH BARRIERED BACK BOX WHERE REQUIRED BY CODE FOR MULTIPLE CIRCUITS GREATER THAN 250 VOLTS. SINGLE POLE SWITCHES SHALL BE 20 AMPERES, 277 VOLT.

19. DEVICE TYPES, MANUFACTURERS AND COLORS SHALL BE SPECIFIED BY THE ARCHITECT. IF NO SPECIFICATION HAS BEEN PROVIDED, THIS CONTRACTOR

SHALL OBTAIN ALL INFORMATION REGARDING THE ABOVE FROM THE ARCHITECT PRIOR TO THE SUBMISSION OF BID, OR SHALL INCLUDE THE ABILITY TO FURNISH ANY MANUFACTURER SELECTED BY THE ARCHITECT DURING THE SHOP DRAWING SUBMISSION PHASE.

20. DEVICE PLATES SHALL BE AS INDICATED ON THE ARCHITECTURAL DRAWINGS. COORDINATE EXACT COLOR WITH ARCHITECT.

21. ALL CABLE SHALL BE COPPER WITH THWN OR THHN INSULATION FOR HORIZONTAL APPLICATIONS AND XHHW FOR VERTICAL APPLICATIONS (I.E. WHEN PASSING THROUGH A CABLE SUPPORT BOX), EMPLOYED AT THE 75°C CODE RATED AMPACITY. NO SMALLER THAN No.12 AWG SHALL BE USED UNLESS SPECIFICALLY NOTED ON PLANS. COLOR CODING SHALL CONFORM TO CODE REQUIREMENTS. DERATE ALL CABLES PER LASTEST VERSION OF THE NATIONAL ELECTRICAL CODE.

22. ALL CONDUCTORS SHALL BE STRANDED COPPER.

23. ALL CABLING FURNISHED FOR INSTALLATION EXPOSED (NOT IN AN ENCLOSED RACEWAY) IN AN AIR PLENUM CEILING OR FLOOR SHALL BE APPROVED FOR USE BY GOVERNING AUTHORITIES, AND SHALL CONFORM TO UL 910 WITH A MINIMUM OF 125 DEGREES CELSIUS RATED JACKET.

24. ALL SUPPLIED LUGS FOR EQUIPMENT REQUIRING HARD-WIRED CONNECTIONS, ETC. SHALL BE DOUBLE INDENT, 2 BOLT HOLE, LONG BARREL AND COMPRESSION TYPE. PROVIDE DOUBLE INDENT "HEXAGONAL" COMPRESSION DIES AND TOOL (T & B OR BURNDY OR AS REVIEWED). MECHANICAL LUGS, SINGLE INDENT COMPRESSION TOOLS AND UNIVERSAL DIES SHALL NOT BE PERMITTED. ALL COMPRESSION TOOLS AND DIES SHALL BE MANUFACTURED BY THE LUG VENDOR.

25. ALL SUPPLIED IN-LINE SPLICE CONNECTORS, "T" CONNECTORS, ETC,. SHALL BE DOUBLE INDENT (PER CONDUCTOR), LONG BARREL AND COMPRESSION TYPE. PROVIDE DOUBLE INDENT "HEXAGONAL" COMPRESSION DIES AND TOOL (T & B, BURNDY OR AS REVIEWED). MECHANICAL CONNECTORS, SINGLE INDENT COMPRESSION TOOLS AND UNIVERSAL DIES SHALL NOT BE PERMITTED. ALL COMPRESSION TOOLS AND DIES SHALL BE MANUFACTURED BY THE CONNECTOR VENDOR.

26. ALL NEW AND RELOCATED ELECTRIFIED FURNITURE SYSTEM COMPONENTS SHALL BE DISCONNECTED, RECEIVED, STORED, INSTALLED AND WIRED BY THIS CONTRACTOR IN ORDER TO CONFORM WITH THE DESIGN AS INDICATED ON THESE DRAWINGS AND THE ARCHITECTURAL DRAWINGS. ANY

MODIFICATIONS TO FURNITURE SYSTEM NECESSARY TO COMPLY WITH LOCAL CODES AND INSTALLATION STANDARDS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO FIELD MODIFICATION AND ELECTRIFICATION.

27. PROVIDE LOCAL DISCONNECTS FOR ALL MOTORS, HARD-WIRED PANTRY/KITCHEN EQUIPMENT AND HOT WATER HEATERS, WHETHER OR NOT SHOWN ON PLAN. DISCONNECTS SHALL BE SIZED PER THE OVERCURRENT PROTECTION AND LOCATED PER THE ENGINEER AND ARCHITECT.

28. PROVIDE A 120 VOLT DEDICATED CIRCUIT FOR EACH CONDENSATE PUMP FOR ALL AC UNITS. COORDINATE WITH THE ENGINEER, THE PANEL AND BREAKER POSITION, PRIOR TO INSTALLATION.

29. CONFORM TO ANY ADDITIONAL LABELING, TESTING AND CONSTRUCTION REQUIREMENTS ESTABLISHED BY THE GOVERNING AUTHORITIES. SAME SHALL BE GUARANTEED FOR 1 YEAR SUBSEQUENT TO FINAL ACCEPTANCE.

30. ALL WORK SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED.

31. DISCONNECTS FOR INCOMING SERVICE SHALL BE SERVICE RATED.

32. ALL 125V, SINGLE PHASE, 15- AND 20-AMPERE SINGLE AND DUPLEX RECEPTACLES WHICH DO NOT SERVE A DEDICATED APPLIANCE AND ARE WITHIN A 6 FT. RADIUS OF A SINK, ARE INSTALLED IN WET LOCATIONS, ARE INSTALLED IN BATHROOMS, ON ROOFS, OR OUTDOORS WITH DIRECT GRADE ACCESS, SHALL

BE GROUND FAULT CIRCUIT INTERRUPTING TYPE WHERE AVAILABLE OR SHALL BE PROTECTED BY GROUND FAULT CIRCUIT INTERRUPTING CIRCUIT BREAKERS.

33. WHERE LIGHTING FIXTURES REQUIRE 90 DEGREE C CONDUCTORS, PROVIDE ONLY CONDUCTORS WITH 90 DEGREE C INSULATION OR BETTER.

34. ALL FLEXIBLE CONDUIT INDICATED ON DESIGN DOCUMENTS SHALL BE UL LISTED LIQUID TIGHT FLEXIBLE METALLIC CONDUITS. USE AS PERMITTED PER LOCAL CODE AND PER NATIONAL ELECTRICAL CODE.

35. ALL MATERIAL SHALL BE UNDERWRITERS' LABORATORIES LISTED FOR IS APPLICATION WHERE SUCH LISTING IS APPLICABLE.

B. SLEEVES

1. PROVIDE SLEEVES FOR ALL CONDUIT PASSING THROUGH FLOORS, WALLS, PARTITIONS AND ROOFS. SLEEVED ASSEMBLIES SHALL BE APPROVED FOR INTENDED USE FOR ALL WATERPROOF INSTALLATIONS (ROOF, FOUNDATION WALL, ETC.). PROVIDE OZ GEDNEY ASSEMBLIES, OR AS REVIEWED.

2. PROVIDE SLEEVES WITH AN I.D. AT LEAST 1/2 INCH GREATER THAN OUTSIDE OF CONDUIT SERVED.

3. WHERE PLENUM CABLING PENETRATES FIRE OR SMOKE RATED WALLS, PARTITIONS, FLOOR SLAB, ETC., PROVIDE SLEEVES (AS DESCRIBED HEREINBEFORE) THROUGH RATED CONSTRUCTION. ALL CABLING SHALL BE RUN THROUGH THESE SLEEVES. SLEEVES SHALL BE LOCATED AS REQUIRED AND SHALL BE FILLED WITH A UL LISTED, INTUMESCENT TYPE, APPROVED FIRESTOP SYSTEM. QUANTITY OF CABLES, CONFIGURATIONS OF CABLES, ETC., SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS FOR THE TYPE OF RATED CONSTRUCTION FOR WHICH THE SYSTEM IS TO BE USED. THE FIRESTOP SYSTEMS SHALL BE AS MANUFACTURED BY 3M FIRE PROTECTION PRODUCTS, SPEC SEAL FIRE STOP PRODUCTS OR AS APPROVED. SEE ARCHITECTURAL DRAWINGS FOR FIRE RATINGS OF WALLS AND FLOORS.

C. PANELBOARDS

1. ALL PANELBOARDS SHALL BE OF THE ENCLOSED TYPE, FLUSH OR SURFACE MOUNTED, AS REQUIRED, IN CODE GAUGE STEEL CABINETS, WITH STEEL TRIM, CONCEALED HINGES, DOORS AND FLUSH TYPE LOCKS, ALL KEYED ALIKE. PROVIDE DUAL CONCEALED

HINGED DOORS (DOOR-IN-DOOR CONSTRUCTION) WITH TWO KEYED LATCHES, AND WITHOUT BOLTS OR SCREWS ON THE NON-HINGED SIDE OF THE DOOR. ALL EXISTING PANELS SHALL BE RETROFITTED WITH DOOR-IN-DOOR COVERS. PROVIDE FLUSH DOORS WHERE INDICATED ON DOCUMENTS (SEE ARCHITECTURAL DRAWINGS.)

2. ALL BUSES, INCLUDING NEUTRAL, SHALL BE ELECTRICAL GRADE HARD- DRAWN COPPER AND SIZED IN CONFORMANCE WITH NEMA STANDARDS. BUSES SHALL BE ARRANGED FOR SEQUENCE PHASING AND LOADS SHALL BE BALANCED AS EQUALLY AS POSSIBLE AMONGST THE THREE PHASES.

3. PANELBOARDS SHALL BE EQUIPPED WITH QUICK-MAKE, QUICK-BREAK FUSED SWITCHES OR BOLT-ON MOLDED CASE CIRCUIT BREAKERS, OF VOLTAGE REQUIRED, AND OF SIZE AND NUMBER OF POLES INDICATED ON THE SCHEDULES.

4. A TYPE WRITTEN DIRECTORY OF 5 INCHES x 8 INCHES WITH METAL FRAME AND LEXAN FACE SHALL BE PROVIDED ON THE INSIDE OF THE DOOR OF EACH CABINET, INDICATING THE LOAD SERVED BY EACH CIRCUIT. UTILIZE ARCHITECTURAL DRAWINGS TO INDICATE ROOM NAMES AND NUMBERS OF ALL EQUIPMENT SERVED. ( E.G. 1. RECEPT: ROOMS 27-101, 27-102, 2. COFFEE MAKER: ROOM 27-303, 3. LIGHTING ROOMS: 27-202, 203, 205, 207). UPDATE PANEL DIRECTORIES OF ALL EXISTING PANELS.

5. LIGHTING PANELBOARDS FOR 277/480 VOLTS SHALL BE OF THE BOLT-ON CIRCUIT BREAKER TYPE WITH 277 VOLT BREAKERS FOR SINGLE POLE BRANCHES AND 3 POLE BREAKERS OF 14,000 AMPERES RMS SYMMETRICAL INTERRUPTING CAPACITY (OR AS INDICATED ON THE DRAWINGS), WITH TRIP AS INDICATED IN SCHEDULE ON DRAWINGS. DISTRIBUTION AND POWER PANELS FOR 277/480 VOLTS SHALL BE

OF THE CIRCUIT BREAKER TYPE OR SWITCH AND FUSE TYPE AS SPECIFIED ON DRAWINGS, AND SHALL CONTAIN MAIN OVERCURRENT PROTECTIVE DEVICES AS SHOWN. PANELS THAT ARE CIRCUIT BREAKER TYPE SHALL CONTAIN THE NUMBER OF BREAKERS WITH TRIP SETTING, POLES AND INTERRUPTING CAPACITY AS INDICATED ON DRAWINGS. PANELS THAT ARE SWITCH FUSE TYPE SHALL BE EQUIPPED WITH QUICK-MAKE, QUICK-BREAK SWITCH FUSE UNITS, OF SIZE AND NUMBER AS INDICATED IN SCHEDULES.

PANELBOARD SHALL BE EQUIPPED WITH SOLID NEUTRAL BAR WHERE REQUIRED AND CONTAIN THE NUMBER OF POLES, OVERCURRENT DEVICES AND BUSED SPACES AS SPECIFIED IN SCHEDULE.

6. POWER, LIGHTING AND UTILITY PANELS FOR 120/208 VOLT SHALL BE BOLT-ON CIRCUIT BREAKER TYPE UNLESS OTHERWISE NOTED.

SINGLE POLE BRANCHES SHALL BE BOLT-ON TYPE OF AT LEAST 10,000 AMPERES RMS SYMMETRICAL INTERRUPTING CAPACITY (OR AS INDICATED ON THE DRAWINGS). MULTIPLE POLE BREAKERS SHALL BE COMMON TRIP, OF THE CAPACITY AND NUMBER OF POLES AS INDICATED IN SCHEDULES. PANELBOARDS SHALL BE EQUIPPED WITH 200% SOLID NEUTRAL BAR AND CONTAIN THE NUMBER OF POLES, OVERCURRENT DEVICES AND BUSED SPACES AS SPECIFIED IN SCHEDULE. PANELBOARDS SHALL INCLUDE A SEPARATE GROUND BUS ISOLATED FROM THE CASING. FUSIBLE TYPE PANELS SHALL CONFORM TO REQUIREMENTS OF ABOVE PARAGRAPH.

7. PROVIDE ISOLATED GROUND BUSES ON STAND-OFF ISOLATORS WHERE INDICATED ON SCHEDULES.

8. PROVIDE NEW CIRCUIT BREAKERS IN BOTH NEW AND EXISTING PANELS AS REQUIRED TO MEET THE SCHEDULES OR CIRCUIT DESIGN INTENT.

9. GUTTER SPACE SHALL BE INCREASED WHEN CONTAINING FEEDER TAPS.

10. PROVIDE WIRE TROUGHS WHERE ACCESS TO THE FLOOR SYSTEM IS REQUIRED.

11. WHERE SPACE LIMITATIONS REQUIRE REDUCED PANEL WIDTH, PROVIDE VERTICAL (SINGLE ROW) BREAKER TYPE PANELS AS PART OF THE INITIAL SCOPE PRICE.

12. ALL PANEL BUS BARS SHALL CONSIST OF A MINIMUM 1/8 INCH DEPTH COOPER BUS.

13. PROVIDE SHUNT TRIP MAIN CIRCUIT BREAKERS FOR ALL PANELS TO BE CONTROLLED BY BREAKGLASS STATIONS, ANSUL SYSTEMS (IN KITCHENS OR SERVERIES), ETC.

14. ALL PANELBOARDS FEEDING COMPUTER LOADS SHALL HAVE DOUBLE SIZE NEUTRAL. PROVIDE SEPARATE NEUTRAL FOR ALL COMPUTER LOADS CIRCUITS.

D. FUSES

1. ALL FUSES SHALL BE BUILDING STANDARD, AND SHALL BE INSTALLED, AS REQUIRED, IN ALL CUTOUTS, PANELS AND SAFETY SWITCHES.

E. GROUNDING

1. ALL SWITCHBOARDS, PANELBOARDS, MOTOR CONTROL CENTERS, TRANSFORMERS, BUSWAY, ETC. SHALL BE PROVIDED WITH A COPPER EQUIPMENT GROUND BAR BOLTED, BRAZED, OR RIVETED TO THE ASSOCIATED ENCLOSURE OR CABINET. REFER TO EACH INDIVIDUAL EQUIPMENT SPECIFICATION SECTION FOR ADDITIONAL GROUNDING REQUIREMENTS.

2. ALL RECEPTACLES, SWITCHES, DISCONNECTS, INDIVIDUAL MOTOR CONTROLLERS, ETC. SHALL BE PROVIDED WITH A GROUNDING TERMINAL CONNECTED TO THE DEVICE FRAME OR ENCLOSURE. REFER TO EACH INDIVIDUAL EQUIPMENT SPECIFICATION SECTION FOR ADDITIONAL GROUNDING REQUIREMENTS.

3. ALL CONDUIT, CABLE TRAY, RACEWAYS, JUNCTION BOXES, PULL BOXES, ETC. SHALL BE MADE ELECTRICALLY CONTINUOUS BY MEANS OF GROUNDING CONDUCTORS, BONDING JUMPERS, GROUNDING BUSHINGS, COUPLINGS, FITTINGS, ETC. AS REQUIRED BY NEC AND THE AUTHORITIES HAVING JURISDICTION.

4. ALL GROUNDING ELECTRODE CONDUCTORS SHALL BE BARE OR GREEN INSULATED COPPER CONDUCTORS SIZED AS INDICATED ON THE DRAWINGS. WHERE THE AUTHORITIES HAVING JURISDICTION REQUIRES GROUNDING ELECTRODE CONDUCTOR SIZING IN EXCESS OF THAT SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN, THE LARGER SIZE CONDUCTOR SHALL BE INSTALLED.

5. ALL EQUIPMENT GROUNDING CONDUCTORS SHALL BE GREEN INSULATED COPPER CONDUCTORS SIZED AS INDICATED ON THE DRAWINGS. WHERE THE AUTHORITIES HAVING JURISDICTION REQUIRES EQUIPMENT GROUNDING CONDUCTOR SIZING IN EXCESS OF THAT SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN, THE LARGER SIZE CONDUCTOR SHALL BE INSTALLED.

6. ALL BONDING CONDUCTORS SHALL BE FLEXIBLE COPPER BONDING JUMPERS SIZED IN ACCORDANCE WITH THE NEC FOR GROUNDING

ELECTRODE CONDUCTORS
Revision Schedule
No. Revision Issue Date
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Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT Construction
Documents
16 January 2023
Drawing Set Issue Schedule
Description Issue Date
BIM 360://22-004564 Carlsbad Senior Center/22-004564_ELEC_R21.rvt1/10/2023 2:44:52 PMProject No.:

Project Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008

SPECIFICATIONS
E004
PART 3 - EXECUTION
A. INSTALLATION

1. THIS CONTRACTOR'S WORK SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: FURNISHING AND INSTALLATION OF ALL

ELECTRICAL WORK, INCLUDING ELECTRICAL AND COMMUNICATIONS OUTLETS IN WALLS AND FLOOR, LIGHTING FIXTURES WITH LAMPS, SWITCHES, DIMMERS, EMERGENCY BATTERY UNITS, ETC., AND ASSOCIATED BRANCH CIRCUIT WIRING, DISCONNECT SWITCHES, SPECIAL RECEPTACLES, ETC. ALL SPECIAL EQUIPMENT, SUCH AS FANS, AIR CONDITIONING UNITS, COPIERS, ETC. WILL BE FURNISHED BY OTHERS (U.O.N.). WHERE EQUIPMENT REQUIRES PERMANENT CONNECTIONS, THESE CONNECTIONS SHALL BE PROVIDED WITH APPROPRIATE DISCONNECTING MEANS.

2. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL WORK SHOWN ON DRAWINGS WITH OTHER TRADES TO ASSURE THAT ALL SYSTEMS ARE COMPLETE AND OPERATIONAL. THIS CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS AND CONDUIT RUNS SUPPLIED AND/OR INSTALLED UNDER THIS SECTION TO AVOID CONFLICTS OR OBSTRUCTIONS TO OTHER TRADES. THIS CONTRACTOR SHALL PROVIDE

ALL NECESSARY PULL BOXES, VERTICAL SUPPORT BOXES, AND CONDUIT OFFSETS REQUIRED TO ACCOMPLISH THE ABOVE NOTED COORDINATION AT NO ADDITIONAL COST TO THE OWNER, WHETHER OR NOT INDICATED ON PLANS. ALL VERTICAL SUPPORT BOXES, PULL BOXES, ETC. SHALL BE INSTALLED WHERE REQUIRED TO FACILITATE PULLS AND AT CODE REQUIRED INTERVALS, AT A MINIMUM.

3. CONDUIT RUNS INDICATED ON PLAN ARE FOR REFERENCE ONLY. EXACT LOCATIONS AND ELEVATION SHALL BE DETERMINED AFTER COORDINATION WITH OTHER TRADES. THIS CONTRACTOR SHALL SUPPLY, AS PART OF THEIR SHOP DRAWING SUBMISSION, THE EXACT

LOCATION OF ALL CEILING MOUNTED EQUIPMENT AND CONDUIT RUNS INCLUDING PROPOSED LOCATIONS AND MEANS OF SUPPORT AS WELL AS THE EXPECTED LOAD CONCENTRATION AT THE POINTS OF ATTACHMENT. THE ABOVE NOTED INFORMATION SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER BEFORE ANY WORK IS TO COMMENCE.

4. FURNISH AND INSTALL ALL NECESSARY CABLE SUPPORT BOXES, PULL BOXES AND CONDUIT SUPPORTS, WHERE NOTED AND AS REQUIRED BY APPLICABLE CODES. ALL LOW TENSION (COMMUNICATIONS, SECURITY, A/V, ETC.) CONDUIT, FIRE ALARM CONDUIT, ETC., WHICH HAVE RUNS IN EXCESS OF 100 FEET IN LENGTH AND/OR CONTAINING BENDS IN EXCESS OF 180 DEGREES SHALL BE PROVIDED WITH A PULLBOX. ALL PULLBOXES SHALL BE LABELED FOR THEIR INTENDED USE. DECALS SHALL BE PROVIDED TO INDICATE VOLTAGE LEVEL.

FIRE ALARM SYSTEM BOXES SHALL BE PAINTED RED, AND ALL WIRE AND CABLE PROVIDED UNDER THIS SECTION SHALL BE TAGGED (WITH FEEDER OR BRANCH CIRCUIT DESIGNATION) AT ALL BOXES. WHERE CONDUIT BENDS ARE REQUIRED IN COMMUNICATIONS RACEWAY SYSTEMS, THE RADIUS OF THE RACEWAY BEND SHALL NOT BE LESS THAN TEN TIMES THE DIAMETER OF THE RACEWAY. PULL BOXES FOR COMMUNICATION RACEWAYS WILL BE PROVIDED IN STRAIGHT PULLS ONLY. LABEL EACH RACEWAY (PER TECHNOLOGY DEPT.

REQUIREMENTS) EVERY 50 FEET HORIZONTALLY AND ON EACH FLOOR VERTICALLY. SUBMIT LABELING SYSTEM FOR REVIEW.

5. SURVEY EXISTING SPACE, CLOSETS AND PANELBOARDS TO VERIFY SUITABILITY OF INSTALLATION DESIGN INDICATED. ANY

MODIFICATIONS NECESSARY TO COMPLY WITH THE DESIGN INTENT SHALL BE INCLUDED IN BID SUBMITTED AND SHALL BE HIGHLIGHTED SO THAT CONSIDERATION TO SAME IS GIVEN DURING BID EVALUATION. INCLUDED IN THIS REQUIREMENT, SHALL BE THE EVALUATION OF THE

AVAILABILITY OF BRANCH CIRCUIT CAPACITY TO ACCOMMODATE THE NUMBER OF BRANCH CIRCUITS REQUIRED ON THE DESIGN DOCUMENTS. REROUTING OF CIRCUITS TO ALTERNATE PANELS WITHIN THE SAME CLOSET OR AREA, SHALL BE INCLUDED IN BID PROPOSAL. CIRCUIT NUMBERS INDICATED ARE FOR REFERENCE ONLY.

6. UNLESS SPECIFICALLY APPROVED, NO WIRES SHALL BE PULLED IN UNTIL THE CONDUIT SYSTEM IS COMPLETED. NO GREASE OR OIL SHALL BE USED TO FACILITATE THE PULLING OF WIRES; ONLY APPROVED PULLING COMPOUND SHALL BE USED. ALL WIRES SHALL BE CONTINUOUS BETWEEN OUTLET AND OUTLET, OR FROM PANELBOARD TO THE FIRST OUTLET. JOINTS THAT BECOME NECESSARY IN CIRCUIT WORK AT THE OUTLETS SHALL BE MADE WITH APPROVED PRESSURE CONNECTORS. ALL JOINTS SHALL BE COVERED WITH AN INSULATION EQUAL TO THAT ON THE CONDUCTORS. APPROVED PRESSURE CONNECTORS, IDEAL WINGNUTS, SCOTCH-LOCK, BUCHANAN, OR AS APPROVED, SHALL BE USED.

7. EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES, SWITCHES, WALL OUTLETS, ETC., SHALL BE IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS. ANY DEVICE OR OUTLET WHICH IS SHOWN ON THE ARCHITECTURAL DRAWINGS AS EXISTING TO REMAIN,

WHICH IS NOT SHOWN ON THE ELECTRICAL DRAWINGS, SHALL BE LEFT AS EXISTING AND RELOCATED TO A HEIGHT AS INDICATED ON THE ARCHITECTURAL DRAWINGS.

8. ALL EXISTING DEVICES (RECEPTACLES, TEL/DATA OUTLETS, SWITCHES, FIRE ALARM SYSTEM DEVICES, ETC.) WHICH ARE LOCATED ON

WALL WHICH WILL BE RE-FINISHED (SEE ARCHITECTURAL DRAWINGS), SHALL BE TEMPORARILY REMOVED AND REINSTALLED TO MATCH NEW SURFACE CONDITIONS. PROVIDE ANY ADDITIONAL CABLING NEEDED TO RELOCATE AS REQUIRED.

9. NO ELECTRICAL CONNECTIONS SHALL BE MADE TO, OR WORK PERFORMED ON, ENERGIZED EQUIPMENT.

10. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ELECTRICAL EQUIPMENT TESTING AS PER NETA STANDARDS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
* MEGGER TESTING ON ALL CRITICAL AND NON-CRITICAL DISTRIBUTION FEEDERS. * RESISTENCE TESTING ON ALL CONDUCTORS.
* PRIMARY INJECTION TESTING FOR ALL CIRCUIT BREAKERS RATED FOR 100 AMPS OR GREATER. RESULTS SHALL MATCH MANUFACTURERS DATA.
* CONTACT RESISTANCE TESTING FOR ALL DISCONNECT SWITCHES (FUSED/UNFUSED) AND ALL NEW PANELS. * TRANSFORMER IMPEDANCE TESTING FOR THE WINDINGS OF ALL NEW TRANSFORMERS. * RECEPTACLE POLARITY TESTING.

11. FINAL CONNECTIONS TO EQUIPMENT SHALL BE MADE ACCORDING TO VENDOR APPROVED SHOP DRAWINGS.

12. WHERE SPACE LIMITATIONS REQUIRE REDUCED PANEL WIDTH, PROVIDE VERTICAL (SINGLE ROW) BREAKER TYPE PANELS AS PART OF THE INITIAL SCOPE PRICE.

13. ALL PANEL BUS BARS SHALL CONSIST OF A MINIMUM 1/8 INCH DEPTH COOPER BUS.

14. PROVIDE SHUNT TRIP MAIN CIRCUIT BREAKERS FOR ALL PANELS TO BE CONTROLLED BY BREAKGLASS STATIONS, ANSUL SYSTEMS (IN KITCHENS OR SERVERIES), ETC.

15. PROVIDE GFI TYPE BRANCH CIRCUIT BREAKERS FOR ALL CIRCUITS SERVING HEAT TRACING CIRCUITS, H-WATT CIRCUITS, FREEZE PROTECTION CIRCUITS, WINDOW WASHING CIRCUITS, OUTDOOR CIRCUITS, ETC. AND AS REQUIRED BY CODE.

16. VERIFY ELECTRICAL REQUIREMENTS OF ALL EXISTING AND NEW EQUIPMENT TO BE USED. ALL SPECIAL PURPOSE OUTLETS INDICATED

ON PLAN SHALL BE VERIFIED WITH EQUIPMENT MANUFACTURER PRIOR TO INSTALLATION, TO ENSURE PROPER WIRING AND COMPATIBILITY WITH ATTACHMENT PLUGS OR JUNCTION BOXES THAT MAY BE FURNISHED AS AN INTEGRAL PART OF THE EQUIPMENT.

17. COORDINATE ALL LOCATIONS AND HEIGHTS OF STUB-UPS AND OUTLETS IN FIELD WITH VENDORS AND/OR FURNITURE MANUFACTURERS' APPROVED SHOP DRAWINGS. ALL RECEPTACLES ARE TO BE ACCESSIBLE.

18. ELECTRICAL CONTRACTOR SHALL VERIFY AVAILABILITY OF EXISTING CIRCUIT BREAKERS AFTER DEMOLITION OF EXISTING CONDITIONS

TO MEET NEW REQUIREMENTS, AND REPORT ANY RESULTING DISCREPANCIES TO THE ARCHITECT AND CONSULTING ENGINEER IMMEDIATELY PRIOR TO PROCEEDING WITH WORK.

19. ALL RECEPTACLES SHALL BE ACCESSIBLE BELOW COUNTERS OR BEHIND EQUIPMENT. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF EQUIPMENT RECEPTACLES WITH EQUIPMENT MANUFACTURER'S REQUIREMENTS AND THE LOCAL INSPECTOR.

20. ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTS FOR ALL EQUIPMENT PER CODE AND SHALL COORDINATE ALL DISCONNECT

SWITCH REQUIREMENTS AND LOCATIONS WITH THE ELECTRICAL INSPECTOR, VENDORS APPROVED SHOP DRAWING AND FINAL EQUIPMENT LOCATIONS.

21. ELECTRICAL CONTRACTOR SHALL VERIFY PHASE LOAD BALANCING ON POWER PANELS UPON COMPLETION OF THE ELECTRICAL INSTALLATION. INCLUDE RE-DISTRIBUTION OF CIRCUITS WITHIN PANELS TO BALANCE WITHIN A 10% WINDOW (±5%).

22. ALL CONDUIT AND CABLE "HOMERUNS" SHALL CONSIST OF A SINGLE CIRCUIT PER CONDUIT FOR FEEDERS SERVED BY AN OVERCURRENT PROTECTIVE (OCP) DEVICE IN EXCESS OF 20 AMPERES, SINGLE POLE. WHERE WIRE AND CONDUIT BRANCH CIRCUITS SHARE A CONDUIT HOMERUN, (OCP LESS THAN OR EQUAL TO 20 AMPERES SINGLE POLE) THERE SHALL BE A MAXIMUM OF SIX CIRCUITS COMBINED IN A RACEWAY TO THE PANELBOARD, UNLESS OTHERWISE NOTED. ALL CONDUCTORS SHALL BE DERATED PER NATIONAL ELECTRICAL CODE (LATEST VERSION). COMBINING OF MULTIPLE HOMERUNS (MORE THAN SIX) IN A SINGLE CONDUIT SHALL NOT BE

PERMITTED

23. ALL CONDUIT SHOWN FOR INDOOR WORK SHALL BE EMT (3/4" MINIMUM) WITH COMPRESSION TYPE COUPLINGS UNLESS OTHERWISE NOTED OR PERMITTED BY THE BUILDING RULES AND REGULATIONS.

24. ALL EXPOSED EMT CONDUIT SHALL BE PAINTED. REFER TO ARCHITECTURAL PLANS FOR EXACT COLOR.

25. PROVIDE IMC CONDUIT WITH THREADED COUPLINGS WHERE REQUIRED BY CODE.

26. TYPE MC CABLE MAY BE UTILIZED FOR CONCEALED BRANCH LIGHTING AND CONCEALED RECEPTACLE CIRCUITRY, WHERE PERMITTED BY CODE AND PROVIDED THAT:
a. IT IS IN ACCORDANCE WITH THE BUILDING RULES AND REGULATIONS. b. CONTAINS AN INSULATED GROUND WIRE.
c. CONDUIT IS RUN TO THE FIRST DEVICE DOWN-LINE OF THE PANEL (I.E. RECEPTACLE, LIGHT FIXTURE, ETC.).

25. SPLICE BOXES MOUNTED ADJACENT TO THE ELECTRICAL CLOSET SHALL NOT BE PERMITTED TO CONVERT FROM A CONDUIT HOMERUN TO TYPE MC CABLE.

26. INCLUDE ALL LABOR, MATERIALS, AND APPLICATIONS REQUIRED FOR THE FURNISHING, INSTALLING AND TESTING OF ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN, IN A MANNER SATISFACTORY TO THE ARCHITECT.

27. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXISTING CIRCUITRY ORIGIN, DISTRIBUTION AND REVISING EXISTING CIRCUITRY TO COMPLY WITH NEW CIRCUITRY AS INDICATED ON PLANS.

28. ALL COPIER RECEPTACLES AND CIRCUIT BREAKERS, AS SHOWN ON PLAN, SHALL BE 120 VOLT, 20 AMPERE AND PROVIDED WITH 3 #10 AWG WIRES (ONE PHASE CONDUCTOR, ONE NEUTRAL CONDUCTOR AND ONE SPARE PHASE CONDUCTOR) TO THE PANELBOARD. THIS CONTRACTOR SHALL REPLACE THE CIRCUIT BREAKER AND RECEPTACLE, AS REQUIRED, UPON INSTALLATION OF THE COPIER AS PART OF THIS SCOPE.

COORDINATE THIS INSTALLATION AND RELOCATE THE BREAKER POSITION AND PROVIDE NEW 30A-2POLE CIRCUIT BREAKER IN THE PANELBOARD AS REQUIRED.

29. ALL WORK AND/OR EQUIPMENT INSTALLED OUTDOORS SHALL BE APPROVED FOR USE IN WET LOCATIONS.

30. ALL WORK AND/OR EQUIPMENT IN MER'S SHALL BE SUITABLE FOR DAMP LOCATIONS.

31. WHERE CONDUITS, CABLE TRAY OR OTHER ELECTRICAL EQUIPMENT PENETRATE FIRE OR SMOKE RATED WALLS, PARTITIONS, FLOOR SLABS, ETC., THE SPACE BETWEEN THE SLEEVE OR CUTOUT AND THE ELECTRICAL EQUIPMENT SHALL BE CAULKED WITH A UL LISTED, INTUMESCENT TYPE, APPROVED FIRESTOP SYSTEM. SPACE BETWEEN THE SLEEVE OR CUTOUT AND THE ELECTRICAL EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH

THE MANUFACTURER'S REQUIREMENTS FOR CONDUIT SIZE AND DAMMING MATERIAL THICKNESS FOR THE TYPE OF RATED CONSTRUCTION FOR WHICH THE SYSTEM IS TO BE USED. THE FIRESTOP SYSTEM SHALL BE AS MANUFACTURED BY 3M FIRE PROTECTION PRODUCTS OR AS APPROVED.

SEE ARCHITECTURAL DRAWINGS FOR FIRE RATING OF WALLS AND FLOORS.

32. WHERE WORK IS ONGOING IN ELECTRICAL PANELS THE COVERS ARE NOT TO BE LEFT OFF UNLESS WORK IS CURRENTLY BEING PERFORMED ON THE PANEL. COVERS SHALL BE REPLACED EACH NIGHT AT THE END OF SHIFT.

33. TEMPORARY POWER FROM EXISTING PANELS FOR LIGHTS, DRILLS, WELDING EQUIPMENT, ETC., SHALL BE LABELED ON THE PANEL AND PRE- APPROVED BY BUILDING OWNER/MANAGER 48 HOURS PRIOR TO INSTALLATION.

34. EACH SYSTEM OF ELECTRICALLY CONTINUOUS METALLIC PIPING AND DUCTWORK SHALL BE ELECTRICALLY GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEC FOR "BONDING" AS THEY APPLY TO THE "BONDING OF PIPING SYSTEMS". ISOLATED METALLIC PIPING AND DUCT SYSTEMS SHALL BE BONDED TO THE BUILDING EQUIPMENT GROUNDING SYSTEM.

35. BONDING AND GROUNDING CONDUCTORS SHALL BE SIZED, SHALL BE RUN IN CONDUIT, AND SHALL BE CONNECTED TO VARIOUS SERVICES IN ACCORDANCE WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION AND THE NATIONAL ELECTRICAL CODE.

36. ALL GROUND CONDUCTORS, INCLUDING THE GROUNDING ELECTRODE CONDUCTOR, WHEN RUN INDEPENDENT FROM ITS PHASE CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INJURY BY RIGID CONDUIT TO WHICH THE CONDUCTOR SHALL BE BONDED AT EACH END.

37. ALL EXPOSED NON CURRENT-CARRYING METAL PARTS OF PERMANENTLY MOUNTED ELECTRICAL EQUIPMENT, ALL TERMINAL DEVICES AND THE

CONDUIT SYSTEM SHALL BE EFFECTIVELY GROUNDED AND SECURELY BONDED TO THE REFERENCE GROUND POINT OF ITS SEPARATELY DERIVED SERVICE GROUND. THE EQUIPMENT GROUND PATH FROM CONDUIT, EQUIPMENT AND METAL ENCLOSURES SHALL BE CONTINUOUS AND

PERMANENT, AND SHALL HAVE THE CAPACITY TO SAFELY CONDUCT ANY FAULT CURRENTS IMPOSED ON IT WITH SUFFICIENTLY LOW IMPEDANCE TO FACILITATE THE OPERATION OF THE CIRCUIT PROTECTIVE DEVICES.

38. ALL CONDUITS, 2 INCHES AND LARGER, ENTERING MOTOR CONTROL CENTERS, SERVICE OR DISTRIBUTION SWITCHBOARDS, DISTRIBUTION OR

POWER PANELS, UNINTERRUPTIBLE POWER SUPPLY EQUIPMENT, AND AUTOMATIC TRANSFER SWITCHES SHALL BE PROVIDED WITH GROUNDING BUSHINGS, CONNECTED TO THE RESPECTIVE EQUIPMENT GROUND BUS BY MEANS OF BARE COPPER WIRE.

39. UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS, CONDUITS LESS THAN 2 INCHES, OR ANY CONDUIT ENTERING DEVICES OTHER THAN

THOSE LISTED ABOVE, MAY BE USED AS THE EQUIPMENT GROUND CONDUCTOR IF THE CONDUIT IS ATTACHED TO THE METAL ENCLOSURE USING

TWO LOCKNUTS (ONE INSIDE AND ONE OUTSIDE THE ENCLOSURE) OR FITTINGS WITH SHOULDERS THAT SEAT FIRMLY AGAINST THE ENCLOSURE AND ARE APPROVED FOR THE PURPOSE. ALL NONCONDUCTIVE PAINT OR COATING SHALL BE REMOVED FROM THE ENCLOSURE AT THE THREADS, CONTACT POINTS, AND CONTACT SURFACES UNLESS THE FITTING PROVIDED IS DESIGNED TO MAKE SUCH REMOVAL UNNECESSARY.

40. FLEXIBLE METAL CONDUIT AND LIQUIDTIGHT FLEXIBLE METAL CONDUIT, WHERE PERMITTED BY OTHER SECTIONS OF THIS SPECIFICATION, SHALL BE PROVIDED WITH A SEPARATE, COPPER EQUIPMENT GROUNDING CONDUCTOR. THE EQUIPMENT GROUNDING CONDUCTOR SHALL BE SIZED IN

ACCORDANCE WITH NATIONAL ELECTRICAL CODE AND IF INSULATED THE COLOR OF THE INSULATION SHALL BE GREEN FOR THE CONDUCTORS ENTIRE LENGTH. THE EQUIPMENT GROUNDING CONDUCTOR SHALL BE BONDED AT BOTH ENDS OF THE FLEXIBLE CONDUIT USING AN APPROVED FITTING OR BONDING SCREW.

41. MOTOR FRAMES THAT ARE NOT DIRECTLY CLAMPED TO THE SUPPLY CONDUIT SHALL BE BONDED AND GROUNDED TO THE CONDUIT BY MEANS OF A SUITABLY SIZED GROUND CONDUCTOR AND GROUND CLAMP. NO SOLDERED CONNECTIONS SHALL BE USED IN LEADS. ALL CONNECTIONS SHALL BE MADE WITH AN APPROVED SOLDERLESS CONNECTOR.

42. A SEPARATE INSULATED (GREEN) EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL BRANCH CIRCUITS UNDER THE FOLLOWING CONDITIONS:
1) WHERE THE BRANCH CIRCUIT USES AC ARMORED CABLE AS THE WIRING METHOD. 2) WHERE THE BRANCH CIRCUIT USES A MANUFACTURED WIRING SYSTEM. 3) ALL BRANCH CIRCUITS USED FOR ELECTRONIC COMPUTER/DATA PROCESSING OR TELECOMMUNICATIONS EQUIPMENT. 4) ALL BRANCH CIRCUITS SERVING LOADS IN HAZARDOUS LOCATIONS. 5) ALL BRANCH CIRCUITS IN OUTDOOR LOCATIONS.

38. WHEN A SEPARATE INSULATED EQUIPMENT GROUNDING CONDUCTOR IS PROVIDED WITH A BRANCH CIRCUIT IT SHALL BE CONNECTED TO A GROUND BUS IN THE PANELBOARD FROM WHICH IT IS SERVED. THE PANELBOARD GROUND BUS SHALL BE OF SUFFICIENT SIZE TO ACCOMMODATE

ALL DEVICES SERVED INCLUDING SPACE FOR FUTURE EXPANSION, AS WELL AS LUGS OF APPROPRIATE SIZE FOR CONNECTION OF AN EQUIPMENT GROUNDING CONDUCTOR TO THE GROUNDING ELECTRODE OF THE DERIVED SOURCE.

39. ALL EXPANSION JOINTS, POINTS OF ELECTRICAL DISCONTINUITY, OR CONNECTIONS IN CONDUIT WHERE FIRM MECHANICAL BOND IS NOT POSSIBLE SHALL BE BONDED WITH OZ GEDNEY TYPE "BJ" OR APPROVED EQUAL BONDING JUMPER.

40. A FLEXIBLE BONDING JUMPER SHALL BE PROVIDED AROUND ISOLATING COUPLINGS AND ISOLATING NIPPLES AND SHALL BE SIMILAR AND APPROVED EQUAL TO OZ GEDNEY TYPE "BJ". ALL MECHANICAL PIPING REQUIRES ISOLATING COUPLINGS OR ISOLATING NIPPLES WHEN THE PIPING MATERIAL IS CHANGED.

41. SEISMIC REQUIREMENTS - PROVIDE SEISMIC RESTRAINTS AND ANCHORS FOR EQUIPMENT, FIXTURES, RACEWAY, ETC. AS REQUIRED BY INTERNATIONAL BUILDING CODE CHAPTER 16 - STRUCTURAL DESIGN AND CHAPTER 17 - STRUCTURAL TESTING AND INSPECTIONS.

42. SHORT CIRCUIT CALCULATIONS - COMMISSIONING ENGINEER IS RESPONSIBLE TO PROVIDE FINAL SHORT CIRCUIT CALCULATIONS, COORDINATION STUDY AND ARC FLASH CALCULATIONS WITH REQUIRED LABELS BASED ON SKM SOFTWARE.

43. ALL SHORT CIRCUIT RATING OF NEW CIRCUIT BREAKER AND ELECTRICAL EQUIPMENT SHALL MATCH WITH EXISTING CONDITIONS INCLUDING EXISTING SHORT CIRCUIT AND CIRCUIT BREAKER COORDINATION.

A. DEMOLITION

1. CONTRACTOR SHALL SURVEY EXISTING CONDITIONS BEFORE SUBMITTAL OF BID TO ASCERTAIN EXTENT OF DEMOLITION. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION FOR COMPLETE AREA OF WORK.

2. ALL WORK SHALL BE PERFORMED BY LICENSED ELECTRICIANS. NEW DISTRIBUTION SHALL BE PERFORMED DURING OVERTIME HOURS.

3. MAINTAIN CONTINUOUS OPERATIONS OF AREAS NOT PART OF DEMOLITION (I.E. CORE AREA EQUIPMENT ROOMS) AS REQUIRED. THE WIRING SERVING AREAS THAT ARE TO REMAIN SHALL BE TRACED OUT PRIOR TO REMOVAL.

4. PROTECT ALL EQUIPMENT THAT IS TO REMAIN FROM DAMAGE, WATER DUST, ETC. OR REPLACE AS REQUIRED.

5. ALL EXISTING WIRING TO ELECTRICAL DEVICES TO BE REMOVED UNDER THIS CONTRACT (INCLUDING BUT NO LIMITED TO WALL AND FLOOR

MOUNTED RECEPTACLES, MECHANICAL EQUIPMENT, AND LIGHT FIXTURES) SHALL BE REMOVED BACK TO THE PANEL, AND THE CIRCUIT BREAKER LABELED AS SPARE ON THE EXISTING PANEL DIRECTORY.

6. EXISTING CIRCUITING THAT SERVES BASE BUILDING EQUIPMENT (MECHANICAL) EQUIPMENT ROOMS, ELEVATOR MACHINE ROOMS, STAIRS, LIFE SAFETY SYSTEMS ETC. AND ALL OTHER LANDLORD CONTROLLED DEVICES, SHALL NOT BE REMOVED.

7. BEFORE REMOVING EXISTING BRANCH CIRCUITS, ELECTRICAL CONTRACTOR SHALL BE CERTAIN THAT THESE CIRCUITS DO NOT FEED OTHER TENANT SPACES OR LANDLORD SYSTEMS IN THE BUILDING.

8. ALL EXISTING EQUIPMENT AND MATERIALS BEING REMOVED SHALL BE STORED OR DISPOSED OF AT THE DIRECTION OF THE OWNER OR ARCHITECT. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL DEBRIS RELATED TO THE ELECTRICAL DEMOLITION AND CONSTRUCTION.

9. DURING DEMOLITION THE ELECTRICAL CONTRACTOR SHALL NOT INTERRUPT THE POWER SERVING OCCUPIED SECTIONS OF THE FLOOR.

ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY FEEDS AS REQUIRED IN ORDER TO MAINTAIN CONTINUITY OF THESE SECTIONS. ALL POWER SHUTDOWNS SHALL BE COORDINATED WITH THE OWNER AND BUILDING MANAGER.

10. ALL EXISTING BASE BUILDING SIGNALING SYSTEMS (FIRE ALARM PULL STATIONS, FIRE WARDEN STATIONS, HORNS, STROBES, SPEAKERS, TAMPER AND WATERFLOW SWITCHES, SMOKE DETECTORS, STANDPIPE, TELEPHONES, ETC.) SHALL REMAIN IN SERVICE AND BE EITHER RELOCATED OR TEMPORARILY REMOVED AND REINSTALLED TO MATCH NEW SURFACE CONDITIONS. PROVIDE ADDITIONAL WIRING AS REQUIRED. PROTECT SMOKE DETECTORS FROM DUST. SUPPORT EXISTING FIRE ALARM SPEAKERS TEMPORARILY FROM STRUCTURE ABOVE AFTER THE CEILING TILES ARE REMOVED.

11. BEFORE TEMPORARILY DISCONNECTING OR RELOCATING EXISTING FIRE ALARM EQUIPMENT THE CONTRACTOR SHALL NOTIFY THE BUILDING OWNER/MANAGER AND DISCONNECT AND RELOCATE AT THE OWNER'S DIRECTION.

12. ALL EMERGENCY CIRCUITS SERVING OTHER FLOORS SHALL BE MAINTAINED WHEN PASSING THROUGH THE DEMOLITION AREA. THOSE CONDUITS SHALL BE IDENTIFIED AND TRACED OUT. MAINTAIN CONTINUITY OF CIRCUIT(S) BY INSTALLING JUNCTION BOXES AND SPLICING AS REQUIRED.

13. CONTROL SYSTEMS ALARMS AND EMERGENCY SYSTEMS SHALL NOT BE INTERRUPTED.

14. REMOVE ALL FLOOR MONUMENTS (I.E. DOG HOUSES, POKE-THRU DEVICES) FROM THE FLOOR AREA OF DEMOLITION. INSTALL AN ABANDONMENT PLATE IN THE ABANDONED CORE DRILL. ABANDONMENT PLATE SHALL BE BY RACEWAY COMPONENTS, AS SPECIFIED IN THE BUILDING CONSTRUCTION GUIDELINES.(IF APPLICABLE)

15. CUT AND CAP ABANDONED RACEWAYS FLUSH WITH CONCRETE FLOOR AND/OR WALL CONSTRUCTION.

16. ANY TEMPORARY SHUTDOWNS THAT MAY BE REQUIRED SHALL BE COORDINATED IN ADVANCED WITH THE BUILDING MANAGER (I.E.

THE DISCONNECTION OF EMERGENCY LIGHTING CIRCUITS).

17. COORDINATE ANY WORK REQUIRED TO BE PERFORMED DURING OVERTIME HOURS WITH THE OWNER AND BUILDING MANAGER.

18. PROVIDE FOR TEMPORARY POWER THAT MAY BE REQUIRED FOR DEMOLITION.

19. ALL EXIT SIGNS SHALL REMAIN UNLESS OTHERWISE NOTED.

20. INSTALL TEMPORARY LIGHT STRINGERS WHERE NECESSARY. UTILIZE AVAILABLE CIRCUITS IN BASE BUILDING PANELS.

21. DISCONNECT AND REMOVE ALL EXISTING WIRING, CONDUIT, DEVICES AND OUTLET BOXES WHICH ARE RENDERED USELESS IN ALL AREAS WHERE NEW WORK IS TO BE PERFORMED AND AS REQUIRED BY THE ALTERATIONS OF THE EXISTING PORTION OF THE BUILDING.

22. RE-ROUTE ALL EXISTING WIRING AND RACEWAY, WHERE NECESSARY TO AVOID NEW EQUIPMENT, NEW STRUCTURAL OR MASONRY WORK, ALL AS REQUIRED BY NEW CONSTRUCTION.

Revision Schedule
No. Revision Issue Date
401 West A Street
Suite 1850
San Diego, CA 92101
Tel: 858.244.0360
www.syska.com
A member company of SH Group, Inc.

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Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT Construction
Documents
16 January 2023
Drawing Set Issue Schedule
Description Issue Date
BIM 360://22-004564 Carlsbad Senior Center/22-004564_ELEC_R21.rvt1/10/2023 2:44:52 PMProject No.:

Project Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008

SINGLE LINE DIAGRAM
E005
SCALE: 1/4" = 1'-0"
LEVEL 1 POWER PLAN - MAIN
ELECTRICAL ROOM1
ISSUE DATE: REFER TO TITLE BLOCK MINIMUM X'FMR. KVA SIZE : 98 BY: SYSKA (MINIMUM PANEL SIZE) DEMAND AMPS : 269
JOB: CARLSBAD SENIOR CENTER - HVAC REPLACEMENT PANEL DEMAND KVA : 98 # OF KITCHEN EQ: 0.0
KITCH (CODE 4): 0.0 0.0 0
RECEP (CODE 3): 1.8 0.0 2
BREAKER WITH HACR BREAKER AMPS 259.5 283.6 269.9 N-CONT (CODE 2): 95.8 0.0 96

1. LOADS LABELED (D) TO BE DEMOLISHED.... DEMAND K VA 31.1 34.0 32.4 CONT (CODE 1) 0.0 0.0 0 CB NOTES: CONN. KVA 31.1 34.0 32.4 CONNECTED KVA 0.1 L1A SUM 45 2 - - w ith circuit above - 1000 1000
43 2 30 2 E XISTING LOAD 1000 1000
41 2 - - w ith circuit above - 420 420 SPACE 42
39 2 - - w ith circuit above - 420 420 SPACE 40
37 2 20 3 ( E) PUMP P-1 420 420 SPACE 38
35 2 - - w ith circuit above - 3000 3000 SPACE 36
33 2 60 2 ( E) JAZZ OUTLET 3000 3000 SPACE 34
31 2 20 1 ( E) HOT WATER PUMP 500 500 SPACE 32
29 2 - - w ith circuit above - 1500 2250 750 (E) SENIOR CITIZEN ZEROX 1 20 3 30 27 2 - - w ith circuit above - 1500 2000 500 (E) STORAGE WALL @SENIOR 1 20 3 28 25 2 20 3 ( E) EC-1 EVAP COOLER 1500 2000 500 (E) STORAGE WALL @SENIOR 1 20 3 26 23 2 - - w ith circuit above - 1272 1272 SPARE 1 20 2 24 21 2 - - w ith circuit above - 1272 1772 500 (E) BOILER B-1 1 20 2 22 19 2 30 3 ( D) EF-8 1272 1372 100 (E) EF-5 1 20 2 20
17 2 - - w ith circuit above - 3900 4000 100 (E) EF-6 1 20 2 18 15 2 - - w ith circuit above - 3900 4400 500 (E) MECH POINT TERM BOX 1 20 2 16 13 2 80 3 ( D) AH-1 3900 4400 500 (E) MECH CONTROL PANEL 1 20 2 14 11 2 - - w ith circuit above - 14000 14000
9 2 - - w ith circuit above - 14000 14000
7 2 150 3 ( D) CU-1 14000 14000
5 2 - - w ith circuit above - 7445 7445
3 2 - - w ith circuit above - 7445 7445
1 2 80 3 ( E) PHP-2 7445 7445
NO CO... TRIP PO... DESCRIPTION NOTE (VA) A B C (VA) NOTE DESCRIPTION PO... TRIP CO... NO

CIRCUIT BREAKER LOAD TYPE & DESIGNATION LOAD PHASES (VA) LOAD LOAD TYPE & DESIGNATION BREAKER CIRCUIT MOUNTI... SURFACE M AIN ELECTRICAL ROOM NORMAL MAINS: 400 LUGS: SINGLE TYPE: NEMA 1 Location/Room #: EXISTI... BUS: 400 FED FROM AMPS: 400 PHASE & WIRE: 3PH,4W FED FROM: MSB
PANEL
NAME : IL
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PANEL... 208/120V AIC: 10kAIC
ISSUE DATE: REFER TO TITLE BLOCK MINIMUM X'FMR. KVA SIZE : 109 BY: SYSKA (MINIMUM PANEL SIZE) DEMAND AMPS : 300
JOB: CARLSBAD SENIOR CENTER - HVAC REPLACEMENT PANEL DEMAND KVA : 109 # OF KITCHEN EQ: 0.0
KITCH (CODE 4): 0.0 0.0 0
RECEP (CODE 3): 2.1 0.0 2
AMPS 293.0 314.2 300.4 N-CONT (CODE 2): 106.8 0.0 107
DEMAND KVA 35.2 37.7 36.1 CONT (CODE 1) 0.0 0.0 0
CB... CONN. KVA 35.2 37.7 36.1 CONNECTED KVA 0.1 L1A SUM 45 2 - - w ith circuit above - 1000 1000
43 2 30 2 E XISTING LOAD 1000 1000
41 2 - - w ith circuit above - 420 420 SPACE 42
39 2 - - w ith circuit above - 420 420 SPACE 40
37 2 20 3 ( E) PUMP P-1 420 420 SPACE 38
35 2 - - w ith circuit above - 3000 3000 SPACE 36
33 2 60 2 ( E) JAZZ OUTLET 3000 3000 SPACE 34
31 2 20 1 ( E) HOT WATER PUMP 500 860 360 (N) ROOFTOP REC. 1 20 3 3 2 29 2 - - w ith circuit above - 1500 2250 750 (E) SENIOR CITIZEN ZEROX 1 20 3 30 27 2 - - w ith circuit above - 1500 2000 500 (E) STORAGE WALL @SENIOR 1 20 3 28 25 2 20 3 ( E) EC-1 EVAP COOLER 1500 2000 500 (E) STORAGE WALL @SENIOR 1 20 3 26 23 2 - - with circuit above - 1176 1176 S PARE 1 20 2 24 21 2 - - with circuit above - 1176 1676 5 00 (E) BOILER B-1 1 20 2 22 19 2 15 3 (N) EF-8 1176 1276 1 00 (E) EF-5 1 20 2 20
17 2 - - with circuit above - 3698 3798 1 00 (E) EF-6 1 20 2 18 15 2 - - with circuit above - 3698 4198 5 00 (E) MECH POINT TERM BOX 1 20 2 16 13 2 50 3 (N) AH-1 3698 4198 5 00 (E) MECH CONTROL PANEL 1 20 2 14 11 2 - - with circuit above - 14000 14000
9 2 - - with circuit above - 14000 14000
7 2 150 3 (N) CU-1 14000 14000
5 2 - - w ith circuit above - 11408 11408
3 2 - - w ith circuit above - 11408 11408
1 2 125 3 ( E) PHP-2 11408 11408
NO CO... TRIP PO... DESCRIPTION NOTE (VA) A B C (VA) NOTE DESCRIPTION PO... TRIP CO... NO

1. LOADS LABELED (D) TO BE DEMOLISHED.... DEMAND K VA 26.3 26.3 26.3 CONT (CODE 1) 0.0 0.0 0 CB NOTES: CONN. KVA 26.3 26.3 26.3 CONNECTED KVA 0.1 L1A SUM 35 SPACE 0 S PACE 36
33 SPACE 0 S PACE 34
31 SPACE 0 S PACE 32
29 SPACE 0 S PACE 30
27 SPACE 0 S PACE 28
25 SPACE 0 S PACE 26
23 - - w ith circuit above - 11408 11408 SPACE 24
21 - - w ith circuit above - 11408 11408 SPACE 22
19 125 3 P HP 5 11408 11408 SPACE 20
17 - - w ith circuit above - 7445 7445 SPACE 18
15 - - w ith circuit above - 7445 7445 SPACE 16
13 80 3 ( D) PHP 4 7445 7445 SPACE 14
11 - - w ith circuit above - 7445 7445 SPACE 12
9 - - w ith circuit above - 7445 7445 SPACE 10
7 80 3 ( D) PHP 3 7445 7445 SPACE 8
5 SPACE 0 S PACE 6
3 SPACE 0 S PACE 4
1 SPACE 0 S PACE 2
NO CO... TRIP PO... DESCRIPTION NOTE (VA) A B C (VA) NOTE DESCRIPTION PO... TRIP CO... NO

CIRCUIT BREAKER LOAD TYPE & DESIGNATION LOAD PHASES (VA) LOAD LOAD TYPE & DESIGNATION BREAKER CIRCUIT MOUNTI... SURFACE N ORMAL MAINS: 400 LUGS: SINGLE
TYPE: NEMA 1 Location/Room #: EXISTI... BUS: 400 FED FROM AMPS: 400 PHASE & WIRE: 3PH,4W FED FROM: MSB
PANEL
NAME : IE
Bus
T
ype Cu
PANEL... 208/120V AIC: 10kAIC
ISSUE DATE: REFER TO TITLE BLOCK MINIMUM X'FMR. KVA SIZE : 73 BY: SYSKA (MINIMUM PANEL SIZE) DEMAND AMPS : 201
JOB: CARLSBAD SENIOR CENTER - HVAC REPLACEMENT PANEL DEMAND KVA : 73 # OF KITCHEN EQ: 0.0
KITCH (CODE 4): 0.0 0.0 0
RECEP (CODE 3): 0.0 0.0 0
AM... 204.1 201.1 201.1 N-CONT (CODE 2): 72.8 0.0 73
DEMAND KVA 24.5 24.1 24.1 CONT (CODE 1) 0.0 0.0 0
CB NOTES: CONN. KVA 24.5 24.1 24.1 CONNECTED KVA 0.1 L1A SUM 35 SPACE 0 S PACE 36
33 SPACE 0 S PACE 34
31 SPACE 0 S PACE 32
29 SPACE 0 S PACE 30
27 SPACE 0 S PACE 28
25 20 1 (N) ROOFTOP REC. 360 360 S PACE 26
23 - - w ith circuit above - 11408 11408 SPACE 24
21 - - w ith circuit above - 11408 11408 SPACE 22
19 125 3 ( E) PHP 5 11408 11408 SPACE 20
17 - - with circuit above - 6364 6364 S PACE 18
15 - - with circuit above - 6364 6364 S PACE 16
13 60 3 (N) PHP 4 6364 6364 S PACE 14
11 - - with circuit above - 6364 6364 S PACE 12
9 - - with circuit above - 6364 6364 S PACE 10
7 60 3 (N) PHP 3 6364 6364 S PACE 8
5 SPACE 0 S PACE 6
3 SPACE 0 S PACE 4
1 SPACE 0 S PACE 2
NO CO... TRIP PO... DESCRIPTION NOTE (VA) A B C (VA) NOTE DESCRIPTION PO... TRIP CO... NO

1. CONTRACTOR SHALL RE LABEL ALL EXISTING ELECTRICAL EQUIPMENT WITH DAMAGED OR MISSING

LABELS WHICH ARE ALTERED DURING THIS BUILD OUT, INCLUDE EQUIPMENT IDENTIFICATION VOLTAGE, KVA RATINGS, SOURCE FED FROM AND FED TO. LABEL SHALL BE LAMICOID SCREW DOWN WITH 1/2" BLACK LETTERING ON WHITE BACKGROUND. PROVIDE UPDATED CIRCUIT DIRECTORIES FOR ALL ALTERED PANEL BOARDS.

2. C/B'S FEEDING HVAC MOTORS SHALL BE HACR TYPE.

3. FOR EXISTING PANEL BOARDS, IF NO EXISTING SPARE BREAKER WITH SHOWN RATING IS AVAILABLE, PROVIDE NEW LISTED BREAKER AND MATCH MANUFACTURER AND THE AIC RATING.

4. PROVIDE TYPED, UPDATED CIRCUIT DIRECTORIES REFLECTING BUILD-OUT FOR ALL ALTERED AND NEW PANELBOARDS.

5. ALL ELECTRICAL EQUIPMENT, FEEDERS, AND PANELBOARDS ARE NEW U.O.N.

6. ALL DISTRIBUTION BOARDS/PANELBOARDS BUSES SHALL BE COPPER.

7. NO SERIES COMBINATION RATINGS SHALL BE USED IN THIS PROJECT.

IL
NOTE: PANEL SCHEDULE SHOWING CIRCUITS TO BE DEMOED AS PART OF THIS SCOPE.

NOTE: PANEL SCHEDULE SHOWING CIRCUITS TO ADDED AS PART OF THIS SCOPE.

NOTE: PANEL SCHEDULE SHOWING CIRCUITS TO BE DEMOED AS PART OF THIS SCOPE.

NOTE: PANEL SCHEDULE SHOWING CIRCUITS TO ADDED AS PART OF THIS SCOPE.

NOTE: ALL EQUIPMENT IS EXISTING
Revision Schedule
No. Revision Issue Date
401 West A Street
Suite 1850
San Diego, CA 92101
Tel: 858.244.0360
www.syska.com
A member company of SH Group, Inc.

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CRADES
No. C12113
YA
S
E
AT
T
L W
NECI
A
OR

CFO FILA
IN
NA

IHHEN TLO
TCET
REN 9.30.21
Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT Construction
Documents
16 January 2023
Drawing Set Issue Schedule
Description Issue Date
BIM 360://22-004564 Carlsbad Senior Center/22-004564_ELEC_R21.rvt1/10/2023 2:44:53 PMProject No.:

Project Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008

ELECTRICAL LOWER ROOFING DEMOLITION PLAN
ED103
Keyplan
1/8" = 1'-0"1 LOWER ROOF POWER DEMOLITION PLAN
SHEET NOTES:

1. REFER TO GENERAL NOTES ON SHEET E002 FOR MORE INFORMATION.

Revision Schedule
No. Revision Issue Date
401 West A Street
Suite 1850
San Diego, CA 92101
Tel: 858.244.0360
www.syska.com
A member company of SH Group, Inc.

SYS HENNESSYKA
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CRADES
No. C12113
YA
S
E
AT
T
L W
NECI
A
OR

CFO FILA
IN
NA

IHHEN TLO
TCET
REN 9.30.21
Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT Construction
Documents
16 January 2023
Drawing Set Issue Schedule
Description Issue Date
BIM 360://22-004564 Carlsbad Senior Center/22-004564_ELEC_R21.rvt1/10/2023 2:44:53 PMProject No.:

Project Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008

ELECTRICAL LOWER ROOFING CONSTRUCTION
PLAN
E103
Keyplan
1/8" = 1'-0"1 LOWER ROOF POWER PLAN
SHEET NOTES:

1. REFER TO GENERAL NOTES ON SHEET E002 FOR MORE INFORMATION.

2. ALL EXTERIOR ENCLOSURE TO BE NEMA 4X RATED TO WITHSTAND CORROSION.

3. CONTRACTOR SHALL FIELD VERIFY CONDITION OF FEEDERS TO MECHANICAL EQUIPMENT.

FEEDERS SHALL BE REUSED IF IN AN ACCEPTABLE STATE AND REPLACED IF UNACCEPTABLE.

4. COORDINATE REQUIREMENTS OF CONTROL WIRING AS REQUIRED PER MECHANICAL, SEE MP2.1.

5. PER CITY POLICY, WIRING IS NOT PERMITTED ON THE ROOF OF A BUILDING AND WIRING ON THE EXTERIOR OF A BUILDING REQUIRES APPROVAL BY THE BUILDING OFFICIAL.

KEYNOTES:

1. UNIT REQUIRES A 15/3P FUSED DISCONNECT FEED FROM 3#12+ 1#12GND, 1"C.

CONTRACTOR TO CONFIRM EXISTING PATHWAY TO EXISTING PANEL/BREAKER IS STILL VIABLE. IF EXISTING PATHWAY IS VIABLE PLACE NEW BREAKER IN SAME LOCATION/CIRCUIT NUMBER AS PREVIOUSLY USED.

2. FUSED DISCONNECT TO BE NEMA 4X AND FUSE SIZE/TYPE/RATING TO BE AS PER THE MECHANICAL MANUFACTURE RECOMMENDATION. ENSURE FUSE AND DOWNSTREAM BREAKER MATCH AMPERAGE.

Revision Schedule
No. Revision Issue Date
401 West A Street
Suite 1850
San Diego, CA 92101
Tel: 858.244.0360
www.syska.com
A member company of SH Group, Inc.

SYS HENNESSYKA
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STENCIL 1/4"
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TO FEEDERS

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(PACK WITH FIBERGLASS)

ROOF STRUCTURE
CRADES
No. C12113
YA
S
E
AT
T
L W
NECI
A
OR

CFO FILA
IN
NA

IHHEN TLO
TCET
REN 9.30.21
Proprietary design: These drawings and design are protected by common law copyright. All patentable material contained herein and originating with domusstudio architecture shall be property of domusstudio architecture.© COPYRIGHT Construction
Documents
16 January 2023
Drawing Set Issue Schedule
Description Issue Date
BIM 360://22-004564 Carlsbad Senior Center/22-004564_ELEC_R21.rvt1/10/2023 2:44:53 PMProject No.:

Project Number
Carlsbad Senior Center Roofing
799 Pine Ave, Carlsbad, CA 92008

DETAILS
E600
NOTE: TO BE USED IF WALL MOUNT OR UNIT MOUNT IS NOT
VIABLE.

VERIFY WITH ENGINEER FOR LOCATIONS INTENDED FOR
APPLICATION PRIOR TO INSTALLATION.

Revision Schedule
No. Revision Issue Date
401 West A Street
Suite 1850
San Diego, CA 92101
Tel: 858.244.0360
www.syska.com
A member company of SH Group, Inc.

SYS HENNESSYKA
• • 0
C .. ~
0 domusstudio architecture

Carlsbad City CouncilMay 9, 2023

Carlsbad City Council
May 9, 2023