B. Pathways: Verify that pathways and supporting devices, provided under other sections, are properly and permanently installed, and that temporary supports, devices, etc., have been removed.
C. Field Measurements: Verify dimensions of pathways, including length of pathways. For example, “true tape” the conduits to verify cabling distances.
3.3 FIELD QUALITY CONTROL
A. Staffing: Provide a qualified foreman who is in charge of the Work and who is present at the job site at times Work is being performed. Supervise the work force executing the Work. Perform the installation within the restraints of the construction schedule.
B. Project Management: Coordinate and attend weekly status meetings to review the overall progress and issues to be resolved throughout the course of construction. Prepare and distribute meeting agenda prior to and meeting notes after meetings in a form at acceptable to the General Contractor.
C. Scheduling: Prepare an overall construction schedule based on the results of the planning meetings with the General Contractor. Issue schedule to General Contractor for approval.
Prepare and issue updated schedules whenever there are modifications.
D. Inspection: Perform inspection after installation. Keep areas of work accessible and notify code authorities, or designated inspectors, of work completion released for inspection. Document completion, and inspection as required.
3.4 INSTALLATION
A. Conform to applicable federal, state and local codes, and telephone standards.
B. Attend one pre -construction meeting with the Owner to coordinate the requirements of the communications systems.
C. Coordinate the entire installation wit h the General Contractor, and their subcontractors, to meet the construction schedule. Include coordination meetings as required to fulfill this requirement.
D. Manufacturer's Instructions:
1. Comply with manufacturer's product data, including product technic al bulletins, product catalog installation instructions, and product carton instructions for installation.
E. Maintain jobsite file and comply with Material Safety Data Sheets (MSDS) for each product delivered to jobsite.
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3.5 REPAIR/RESTORATION
A. Replace or repair work completed by others that you deface or destroy. Pay the full cost of this repair/replacement.
B. Paint damaged areas to existing painted surfaces caused by Work.
C. Punch List:
1. Inspect installed work in conjunction with the General Contractor and develop a punch list for items needing correction.
2. Provide punch list to Owner for review prior to performing punch walk with Owner.
D. Re-Installation:
1. Make changes to adjust the system to optimum operation for final use. Make changes to the system such that any de fects in workmanship are correct and cables and the associated termination hardware passes the minimum test requirements.
2. Repair defects prior to system acceptance.
E. Cleaning
1. Clean daily. Remove temporary coverings and protection of adjacent work areas. Remove unused products, debris, spills, or other excess materials. Remove installation equipment.
2. Leave finished work and adjacent surfaces in neat, clean condition with no evidence of damage.
3. Repair or replace damaged installed products.
4. Clean installed pr oducts in accordance with manufacturer's instructions prior to Owner's acceptance. Legally dispose of debris.
3.6 DEMONSTRATION
A. On completion of the acceptance test, schedule a time convenient with the Owner or Owner’s Representative for instruction in the configuration, operation, and maintenance of the system.
B. Provide 4 hours, minimum, of on‑site orientation and training by a factory-trained representative.
Document dates and times of training and submit a “sign in” sheet for individuals trained, as part of the close out documentation.
3.7 CERTIFICATION
A. Provide to Owner or Owner’s Representative a written form of acceptance for signature.
Corrections must be completed before Owner or Owner’s Representative and Engineer will give acceptance.
END OF SECTION
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SECTION 27 05 26
GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes grounding and bonding of communications work, including but not limited to:
1. Cable shields, communications racks, cabinets and enclosures
1.2 SYSTEM DESCRIPTION
A. Provide telecommunications grounding system as described herein.
B. Except as otherwise indicated, the complete communications installation including the racks, cabinets, panels, cable tray, runway, lightning protectors cable shields and splice cases provided under the work of this project shall be completely and effectively grounded in accordance with all Code and Standards requirements, whether or not such connections are specifically shown or specified.
C. Resistance:
1. Resistance from the farthest ground bus t hrough the ground electrode to earth shall not exceed 5 Ohms or the requirements of ANSI -J-STD-607-D-2019, whichever is more restrictive.
2. Resistance from Communications racks Buss ground to UFER ground must remain less than or equal to the electrical groun d presented at A/C outlet for electronic equipment in the communications rack.
1.3 DEFINITIONS
A. Definitions as described in Section 27 05 00 shall apply to this section.
1.4 RELATED SECTIONS
A. 27 05 00 COMMON WORK RESULTS FOR COMMUNICATIONS
B. 27 05 29 HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS C. 27 05 33 CONDUITS AND BACKBOXES FOR COMMUNICATIONS SYSTEMS D. 27 05 53 IDENTIFICATION FOR COMMUNICATION SYSTEMS
E. 27 15 00 COMMUNICATIONS HORIZONTAL CABLING
1.5 QUALITY ASSURANCE
A. Comply with Quality Assurance requirements of Section 27 05 00 B. Strictly adhere to all Telecommunications Industry Association (TIA) recommended installation practices when installing Bonding and Grounding.
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C. Material and work specified herein shall comply with the applicable requirements of:
1. TIA-568-D: Commercial Building Telecommunications Wiring Standard
2. TIA-569-E: Commercial Building Standard for Telecommunications Pathways and Spaces
3. TIA-607-D: Commercial Building Grounding and Bonding Requirements for Telecommunications
4. ANSI/TIA– 606-C Administratio n Standard for the Telecommunications Infrastructure of Commercial Buildings
1.6 WARRANTY
A. Match warranty Section 27 05 00
PART 2 - PRODUCTS
2.1 TELECOMMUNICATIONS GROUNDING BUSBAR (TGB)
A. The Telecommunications Grounding Bus bar provides a central ground attachment point for telecommunications bonding backbones, TR equipment, racks, cable runways, sleeves, and other system located in the Telecommunications Room. All Grounding Bus bars shall be UL listed.
Hole patterns on Bus bars accommodate two -hole lugs per the recommendation of BICSI and TIA-607 standards. Insulators electrically isolate Bus bars from the wall or other mounting surfaces.
B. Manufacturer:
1. CPI Mfg. Part: 40153-12
2. Or approved equal
2.2 GROUNDING AND BONDING CONDUCTORS
A. General purpose insulated: UL listed and code sized copper conductor, with dual rated THHN/THWN, insulation color identified green.
1. Cable jacket marking:
a. Must be legible and shall contain the following information: Manufacturer's name b. Copper conductor gauge, UL listing
c. Cable jacket shall be green with black lettering
B. Telecommunications Bonding Backbone cable:
1. 3/0 AWG THHN/THWN CU- Must be UL listed.
C. Telecommunications Bonding Conductor:
1. Sizing of the telecommunications bonding conductor per ANSIJ-STD-607-D
2. Size TBCs as the greater of 6 AWG or based on length of run using 1000CM/linear foot.
TBB/GE linear length m (ft) TBB/GE size (AWG)
less than 4 (13) 6
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4 - 6 (14 - 20) 4
6 - 8 (20 - 26) 3
8 - 10 (26 - 33) 2
10 - 13 (33 - 44) 1
13 - 16 (44 - 52) 1/0
16 - 20 (52 - 66) 2/0
20 - 26 (67 -84) 3/0
26 - 32 (85 - 105) 4/0
32 - 38 (106 - 125) 250 kcmil
38 - 46 (126 -150) 300 kcmil
46 - 53 (151 - 175) 350 kcmil
53 - 76 (176 - 250) 500 kcmil
76 - 91 (251 - 300) 600 kcmil
Greater than 91 (301) 750 kcmil
D. Manufacturers:
1. General Cable
2. Harger Lightning & Grounding
3. Or approved equal
2.3 COMPRESSION CONNECTOR LUG
A. Long-barrel compression lugs shall be used on all ground wire. Copper alloy body.
1. Provide lug size to match conductor being terminated.
2. Provide 2-hole pattern lugs.
3. Provide each lug with silicon bronze hardware, including 2 bolts, 2 split lock washers and 2 nuts.
4. UL listed.
B. Manufacturer:
1. Panduit.
2. Harger Lightning & Grounding GECLBxxx (xxx depending on cable Size).
3. Or approved equal.
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PART 3 - EXECUTION
3.1 GENERAL
A. Comply with the execution requirements of Section 27 05 00.
3.2 EXAMINATION
A. Examine existing Telecommunications Grounding Backbone system prior to the start of work within this section. The Telecommunications Contractor is s olely responsible to ensure work proposed within this section is fully compatible, in the opinion of the Engineer, with the existing Telecommunications Grounding Backbone system.
3.3 CONNECTIONS TO STRUCTURAL STEEL, GROUND RODS, OR SPLICES A. Where required by the Specifications, grounding conductors shall be spliced together, connected to ground rods, or connected to structural steel using exothermic welds or high -pressure compression type connectors.
B. Exothermic welds shall be used for cable -to-cable and cable -to-ground rod and for cable to structural steel surfaces. Exothermic weld kits shall be as manufactured by Harger Lightning & Grounding, Cadweld, Thermoweld or approved equal. Each particular type of weld shall use a kit unique to that type of weld.
C. High-pressure compression type connectors shall be used for cable -to-cable connections.
Connections shall be as manufactured by Thomas & Betts #53000 series, Burndy "Hy-Ground or approved equal.
3.4 GENERAL EXECUTION
A. Provide Grounding & Bonding according to the most restrictive requirements of ANSI-J-STD-607- B, California Electrical Code Arti cle 250 and references therein and California Electrical Code Article 800.
1. In the event of conflicting requirements, California Electrical Code requirements shall prevail.
B. Contractor shall supply all materials required to furnish and install a complete functional telecommunications grounding system.
C. The grounding system shall be installed in accordance with the manufacturer's instructions and as indicated on Contractor's submittal d ocumentation, prior to final acceptance/approval by the University.
D. Point of connection:
1. Under Work of this Section, install a complete Telecommunications Grounding System, leaving only the physical connection between the TMGB and Building Service Entrance Ground for work under Division 26 Electrical.
E. Ground bar installation
1. The C-10 Contractor shall install a ground bar in each Telecom Room to which all ground wires, grounding terminal points within the room, and Telecommunications Bonding Backbone conductors will terminate.
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F. Telecommunications Bonding Conductor:
1. Install TBCs in a manner that will protect them from physical and mechanical damage.
2. Routing:
a. Route TBCs in the shortest possible path, using right -angles for turns and routed parallel to building lines.
b. Utilize a minimum 1-foot bend radius.
3. At TMGB/TGBs:
a. Thoroughly clean non electro tin -plated busbar prior to fastening the conductors, bolts, or connectors to the busbar.
b. Attach lugs to busbar with appropria te size cadmium bronze bolt, flat washer and Belle-ville washer.
4. Torque connections.
G. Rack Bay & Overhead Cable Support Bonding
1. Rack Bay: Bond equipment racks, frames, frame bays, cabinets, server racks, and other similar support systems located within the same room or space as the TMGB/TGB to the busbar.
2. Overhead Cable Support:
a. Bond overhead runway located within the same room or space as the TMGB/TGB to the busbar.
b. Provide “grounding kit” (straps & connectors) to bond sections of cable runway for ground continuity. This requirement shall apply to sections of cable runway within a single communication room.
3.5 LABELING
A. General Requirements
1. Labeling, identifier assignment, and label colors shall conform to TIA/EIA -606-A Administration Standard and as approved by Owner’s Representative before installation.
2. Permanently label TBCs. Affix label as close as practical to each end of the conductor.
B. Label Format
1. Labels shall be permanent with machine -generated text; handwritten labels will not be accepted.
2. Labels on TBCs shall fully wrap around conductors with a self-laminating feature to provide permanent marking.
C. Identifier Assignment
1. Separate label fields of the identifier with a hyphen.
2. TBC:
a. First field: “TBC” (the bonding conductor type).
b. Second field: The room identity where TBC exists; for example: “B01-TDA”. c. Third field: A unique sequential number; for example: “01”, “02”, etc. d. Example: “TBC–B01-TDA–01”
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3.6 RECORDS
A. Communication Bonding System records shall conform to TIA/EIA -606-C Administration Standards. Each component shall have as a minimum, the information as outlined in TIA/EIA - 606-C.
3.7 ACCEPTANCE
A. Review bonding configuration after all cabling and equipment is installed for approval by project lOR representative.
END OF SECTION
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HANGERS AND SUPPORTS FOR COMMUNICATIONS
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SECTION 27 05 29
HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS
PART 1 - GENERAL
1.1 SUMMARY
A. The work covered under this section consists of the furnishing of all necessary labor, supervision, materials, equipment, and services to completely execute the provision of communications supports and cable hook system as described in this specification, including but not limited to:
1. Strut supports
2. Cable hooks (J-hooks)
3. Beam clamps
4. Concrete fasteners
5. Touch-up materials
6. Conduit supports
7. Equipment supports
8. Fastening hardware
9. Poke-through device
1.2 SYSTEM DESCRIPTION
A. Provide devices specified in this Section and r elated Sections for support of communications equipment specified for this project.
B. Provide support systems that are adequate for the weight of equipment, conduit and wiring to be supported.
1.3 SEISMIC REQUIREMENTS
A. Seismic design requirements criteria , as shown on all drawings related to the project, including architectural and structural, as defined below shall apply to all work defined within the following specification sections:
1. SECTION 27 05 00 COMMUNICATIONS HORIZONTAL CABLING
2. SECTION 27 05 26 GROUNDING AND BONDING OF COMMUNICATIONS SYSTEMS
3. All support systems and termination apparatus associated with the telecommunications system.
B. Supports for such items, including racks, conduit, c able trays and similar shall provide support, bracing, and anchora ge, designed by the structural engineer in accordance with CBC Chapter 16A.
C. Supports to be sized to suit load and selected to match mounting conditions
1.4 REFERENCES
A. Comply with References requirements of Section 27 05 00
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B. In additional to those codes, standards, etc., listed in Section 27 05 00 , comply with the latest edition of the following applicable specifications and standards except as otherwise shown or specified:
1. ASTM A 510 Specifications for General Requirements for Wire Rods and Coarse Round Wire, Carbon Steel.
2. ASTM B 633 Specifications for Electrodepositing Coatings of Zinc on Iron and Steel, Sections SC2 and SC3.
3. ASTM A 653 Specifications for Steel Sheet, Zinc-Coated (Galvanized) by Hot Dip Process.
4. ASTM A 591 Specifications for Electrodepositing Coatings of Zinc on steel wire or sheets.
5. ASTM A 123 Specifications for Zinc (Hot Galvanized) Coatings on Iron and Steel.
1.5 RELATED SECTIONS
A. 27 05 00 COMMON WORK RESULTS FOR COMMUNICATIONS
B. 27 05 26 GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS C. 27 05 33 CONDUITS AND BACKBOXES FOR COMMUNICATIONS SYSTEMS D. 27 05 53 IDENTIFICATION FOR COMMUNICATIONS SYSTEMS
E. 27 15 00 COMMUNICATIONS HORIZONTAL CABLING
1.6 DEFINITIONS
A. Definitions as described in Section 27 05 00 shall apply to this section.
B. “Cable Hanger”: A metal, most often steel, cable support device shaped (section view) similar to the letter J; alternately, a fabric strap. The device is available in different sizes supporting different quantities of cables and is also available with different attachment hard ware to be supported by different methods (e.g., wire support, beam flange clip, etc.).
C. Cable Runway or Ladder Rack: Overhead means to get cabling from point to point whether it be vertical or horizontal within Telecommunications Spaces such as TR’s and the TER.
D. “J-Hook”: Another name for cable hangers.
PART 2 - PRODUCTS
2.1 FASTENERS, STRAPS, AND BEAM CLAMPS
A. Equal products by the following manufacturers will be considered providing that all features of the specified product are provided:
1. Concrete fasteners
a. Hilti.
b. Phillips "Red-Head."
c. Remington.
d. Ramset.
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e. Simpson Strong-Tie.
f. Or approved equal.
2. Conduit straps:
a. 0-Z/Gedney.
b. Erico "caddy" Fastening Products.
c. Thomas & Betts.
d. "Kindorf" Corp.
e. Or approved equal.
3. Beam Clamps
a. Cooper B-line.
b. SuperStrut.
c. Unistrut.
d. Or approved equal.
2.2 CABLE HANGERS
A. Ceiling Hung J-Hooks
1. Specifically intended to carry the load of up to 74 communications cables without applying excess forces to cables at bottom of bundle.
2. Integral broad bottom edge to spread cable load with flat bottom and provide a minimum of 1-5/8" cable bearing surface.
3. Integral hanger rod attachment hardware at top. Load rated for application.
4. Incorporates smooth 90 -degree radi us edges to prevent snagging cable jackets on installation.
5. Designed so the mounting hardware is recessed to prevent cable damage.
6. Integral mechanical cable latch retainer to provide containment of cables within the hook.
The retainer shall be removable and reusable.
7. Suitable for direct attachment to walls, hanger rods, beam flanges, purlins, strut, floor posts, etc.to meet job conditions.
8. Multi-tiered cable hooks to be used where require d to provide separate cabling compartments, or where additional capacity is needed.
9. Finishes: cable hooks for non-corrosive areas shall be pre-galvanized steel, ASTM A653.
Where additional strength is required, cable hooks shall be spring steel with a zinc-plated finish, ASTM B633, SC3.
10. Cable hooks for corrosive areas shall be stainless steel, AISI Type 304.
11. Manufacturer:
a. Cooper B-Line series BCH21, BCH32, BCH64.
b. Caddy/Erico cablecat.
c. Or approved equal.
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PART 3 - EXECUTION
3.1 GENERAL
A. Comply with the Executive requirements of Section 27 05 00.
3.2 EXAMINATION
A. Thoroughly examine site conditions for acceptance of supporting device installation to verify conformance with manufacturer and specification tolerances. Notify the University’s Representative of conditions that would adversely affect the installation or subsequent utilization of the system. Do not proceed with installation until unsatisfactory conditions are corrected.
B. Installer is responsible for the integrity of the structures to which the system is attached, including their capability of safely accepting the loads imposed as evaluated by a qualified engineer .
C. The University's Representative reserves the right to request additi onal supports where in their sole opinion said supports are required. Any additional supports shall be installed at no additional cost to the University.
3.3 PREPARATION
A. Prepare and maintain the following clearances from EMI sources (per BICSI Standards).
1. Power cable (in grounded conduit) = 6 inches
2. Power cable (unshielded) = 24 inches
3. Fluorescent lights = 5 inches
4. Transformers = 48 inches
B. Provide all low voltage Communications Systems Pathways and Electronic Security and Safety System Pathways.
3.4 DISTRIBUTION PATHWAY VIA CEILING HUNG CABLE HOOKS (J-HOOKS) A. The cabling support system shall be installed in accordance with the manufacturer's instructions and as indicated on Contractor's submittal documentation, prior to final acceptance/approval by the University.
B. Provide dedicated supports at sixty inches (60”) separation, maximum, per a given route.
Suspend wire or rod using components appropriate for the structure – e.g., powder-actuated clip fastener for wire, beam flange clip or angled flange clip for either wire or rod, or an embedded anchor for the threaded rod. Do not share support (wire/rod) with other trades. Do not support the hanger on ceiling grid support wires. Do not support the hanger from ductwork, piping, or other equipment hangers.
C. Cable Tray cables are not to exceed a 25% fill when the project is complete. 25% fill is a visual fill of 50% of the cable tray.
3.5 CONDUIT
A. Conduit used for pathway is to be designed with a maximum 40% visual fill.
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B. EZ path retrofit EZDR -400 or EZDR -200 will be provided on all conduits when required for compliance.
END OF SECTION
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SECTION 27 05 33
CONDUITS AND BACKBOXES FOR COMMUNICATIONS SYSTEMS
PART 1 - GENERAL
1.1 SUMMARY
A. Provide telecommunications pathways in accordance with ANSI TIA-569-E, as shown on the plans or as designed by an RCDD.
B. Provide conduits as required by fire code and where wall cavities are obstructed.
C. Provide Ring and String where allowed in wall cavities and locations are accessible.
D. Provide a minimum of a 1 ¼” conduit for wall drops as needed.
E. All junction boxes shall be sized and designed by a registered RCDD communications designer F. Conduit for communications is NOT to adhere to the parallel of the exterior wall configuration required by the electrical specification. Cable Distance is priority for communications cabling and dictates path taken.
1.2 RELATED SECTIONS
A. 27 05 00 COMMON WORK RESULTS FOR COMMUNICATIONS
B. 27 05 26 GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS C. 27 05 29 HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS D. 27 05 53 IDENTIFICATION FOR COMMUNICATIONS SYSTEMS
E. 27 15 00 COMMUNICATIONS HORIZONTAL CABLING
1.3 SUBMITTALS
A. Product Data: For each product indicated.
B. Submittals are to be approved by IT Facilities Department and consultant.
1. Obtain written approval from the Consultant for the product data submittal prior to materials and equipment purchase order and prior to installation.
2. Format: Submit each product data as an electronic (PDF) document.
3. Labeling: For each submittal, provide a cover page including the following information:
a. Client Name
b. Project Name and Address
c. Submittal Name (e.g., “Product Data Submittal for LCD Panel Backbox.”) d. Specification Section Number (e.g., “Section 27 05 33). e. Date of Submittal
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f. Contractor Name
C. Submit conduit shop drawings for cable path other than wall drops.
D. Confirm low voltage pathway quantity and fill ratio expected.
E. Include junction box locations and sizes.
PART 2 - PRODUCTS
2.1 WORK AREA OUTLET BOX
A. Work area outlet box
1. 4 11/16” x 2 1/8” deep boxes on wall drops where required.
2.2 JUNCTION BOXES
A. Junction Boxes
1. Sized to accommodate bend radius of cabling being installed.
2.3 FLOOR BOXES, POKE-THROUGHS AND MONUMENTS
A. Floor Box and Poke Through Assembly
1. All Floor boxes shall be sized and approved by city of Sacramento.
2. Manufacturers
a. Wiremold Flush Poke -Thru with accessories as required. b. Or approved equal.
2.4 WIRELESS, SECURITY AND OTHER PERIPHERAL CABLING INSTALLATIONS A. Conduit and/or electrical outlet box shall not be installed for wireless access point installations unless required by AHJ or physical conditions of the area.
B. Consider the device being installed when calling out conduit and housings for security and peripheral devices due to differing requirements.
PART 3 - EXECUTION
3.1 GENERAL REQUIREMENTS
A. Distribution Pathway via EMT Raceway:
1. Structured cabling installation is to meet BICSI cable distance limitations. Remaining parallel to the building structure is not a requirement.
2. All ends of conduits shall be cut square, reamed and fitted with insulated bushing.
3. All conduit which passes through firewalls shall adhere to applicable fire code.
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3.2 PREPARATION
A. Fill ratios are to be calculated by the designer and installer during their respec tive design and installation phases of the project.
B. Conduit used for pathway is to be designed with a maximum 40% visual fill.
3.3 MOUNTING AND INSTALLATION – WORK AREA OUTLET BOX
A. Provide back boxes at all wall phones and employee time clocks.
B. The distance between pull boxes shall not exceed 100 feet.
C. Conduits exceeding two 90-degree bends shall be upsized to the next trade size and never exceed 270 degrees.
D. Support and fasten pathway and pull boxes as defined in the electrical specifications.
E. Conduit purposed for floor box(es) must have the respective conduit turn up in an adjacent or nearby wall or column that is stubbed to nearest accessible ceiling.
F. Manufacturer’s instructions:
1. Comply with manufacturer’s product data, including product technical bu lletins, product catalog installation instructions, and product carton instructions for installation.
2. Maintain jobsite file of Material Safety Data Sheets (MSDS) for each product delivered to jobsite packaged with an MSDS.
3.4 PENETRATIONS
A. Provide conduit penetrations per electrical Specifications.
3.5 STATION CABLE PATHWAY INSTALLATION
A. Work Area Outlet Boxes:
1. Unless otherwise noted on the plans, all cut in boxes and surface station outlet boxes are to be installed at a height of 18" A.F.F. (above finished floor) to center, except for those otherwise called out.
2. Those plates or boxes that are to be used for telephone wall jacks shall be installed according to ADA requirements.
3. All cabling outlets shall be installed so that their edges are para llel to the vertical and horizontal edges of the surface on which they are mounted.
3.6 FINAL INSPECTION AND CERTIFICATION
A. Punch Walks and Punch Lists
1. Punching the Work of individual Sections of Division 27 may be combined.
2. Execute a punch walk with the Consultant to observe work.
3. Develop a punch list for items needing correction. Issue this punch list to Consultant.
4. Correct the Work as noted on punch list.
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5. Execute follow up punch walk with the Engineer and the Owner or Owner’s Representative to verify punch list items have been corrected.
END OF SECTION
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IDENTIFICATION FOR COMMUNICATIONS SYSTEMS 27 05 53 – 1
SECTION 27 05 53
IDENTIFICATION AND LABELING OF COMMUNICATIONS SYSTEMS
PART 1 - GENERAL
1.1 SUMMARY
A. Provide all labor, materials, tools, and equipment required for permanent intelligible labeling for items including but not limited to communications cabling (structured and non -structured) innerduct, connectors, faceplates, jacks, receptacles, patch panels, and racks.
B. All labels will be preprinted, or computer printed type. Handwritten labels are not acceptable C. This section includes minimum labeling requirements for the following:
1. Room designations
2. Communications cabling
3. Closet Hardware including patch panels, terminal blocks, protectors and racks
4. Work Area Outlets
5. Wireless Access Points
6. Pathways and Spaces
7. Grounding and Bonding
1.2 VISUAL APPEARANCE
A. Clear plastic covers over faceplate labels are not permitted.
B. Shall be preprinted or computer printed type.
C. Black SMB's are to be labeled with white on black.
D. Stainless will be labeled with black on white.
E. White (if required) will be labeled with black on white.
1.3 LABELING STANDARDS AND REQUIREMENTS
A. Contact the city of Sacramento r epresentative for a copy of the current standards prior to proceeding.
B. Bring to the city’s r epresentative’s attention any project conditions not described in these specifications and the University's current standards and conform to the direction received.
C. Identification and administration work specified herein shall comply with the applicable requirements of:
1. ANSI/TIA/EIA-606-C Administration Standard for the Telecommunications Infrastructure of Commercial Buildings.
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IDENTIFICATION FOR COMMUNICATIONS SYSTEMS 27 05 53 – 2
1.4 RELATED SECTIONS
A. 27 05 00 COMMON WORK RESULTS FOR COMMUNICATIONS
B. 27 05 26 GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS C. 27 05 29 HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS D. 27 05 33 CONDUITS AND BACKBOXES FOR COMMUNICATIONS SYSTEMS E. 27 15 00 COMMUNICATIONS HORIZONTAL CABLING
PART 2 - PRODUCTS
2.1 COMMUNICATION CABLING LABELS, GENERAL
A. Shall meet the legibility, defacement, exposure and adhesion requirements of UL 969.
B. Shall be preprinted or computer printed type. Handwritten labels are not acceptable.
2.2 COMMUNICATION CABLING LABELS, INTERIOR
A. Provide vinyl substrate with a white printing area and black print.
B. If cable jacket is white, provide cab le label with printing area which is either orange or yellow, such that the labels are easily distinguishable.
C. Shall be flexible vinyl or other substrates to apply easy and flex as cables are bent.
D. Shall use aggressive adhesives that stay attached even to the most difficult to adhere to jacketing.
E. Manufacturers:
1. Cable Type - 4 pair UTP /4 pair UTP Zero Skew - Panduit S100X125VAC or approved equal.
2. Cable Bundles - Panduit UIHL12-XO or approved equal.
3. Other Interior Cabling - Panduit S100X650VAC or approved equal.
2.3 CLOSET HARDWARE LABELS
A. Shall meet the legibility, defacement, exposure, and adhesion requirements of UL 969.
B. Shall be preprinted or computer printed type. Handwritten labels are not acceptable.
C. Location ID:
1. Panduit - White C061X030FJC
2. Panduit - White C750XOSOYIJ
3. Or approved equal.
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2.4 GROUNDING AND BONDING, PATHWAY, AND SPACE LABELS
A. Panduit C200X100FJC or approved equal.
2.5 WORKSTATION LABELS
A. Panduit - White C061X030FJC
B. Panduit - White C750X050YIJ or approved equal.
2.6 LOCATION NAMEPLATES
A. Provide laminated plastic nameplates for each equipment enclosure, rack, switch, and device, as specified.
B. Comply with ASTM D 709.
C. Each nameplate inscription shall identify the function and, when applicable, the position.
D. Nameplates shall be melamine plastic, 0.125-inch thick, black with white center core.
E. Surface shall be matte finish. Corners shall be square.
F. Accurately align lettering and engrave into the core. Minimum size of nameplates shall be one by three inches.
G. Lettering shall be a minimum of 0.25-inch-high normal block style for location nameplates or a minimum of 1-inch-high normal block style for rack nameplates.
H. Panduit C300X100APT or approved equal.
PART 3 - EXECUTION
3.1 GENERAL
A. Verify all room numbers, racks, conduits, cable tray, cables, equipment housing, vaults and items within this document have been labeled.
B. Contractor applied labeling shall reflect final space and Telecommunications structure designations.
C. Accurate labeling shall be provided on the as-built shop drawing submittals.
3.2 IDENTIFICATION AND LABELING
A. Telecommunications Rooms
1. Labels shall be affixed at the entry to all telecommunications rooms and spaces (Includes entrance facilities, telecommunications equipment rooms, communication equipment spaces and work areas).
2. All IT rooms are numbered but not designated “equipment” due to security concerns.
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B. Conduits
1. Any permanent label that is clearly visible is acceptable.
C. Workstations
1. Use adhesive type labels and affix labels to faceplate per diagram provided.
2. Provide sequential 4 or (Occasionally 5 digit) jack number (starting dependent on the floor designation) beginning with an X such as X056, X being floor# followed by the closet sequenced cable number.
3. All faceplate labels shall contain the following items:
a. Building and Closet Designation such as 34-1100 (building#, IT closet#) b. TR Designation such as TR1.1 or TR 1A (University established designation)
4. Under no circumstances are jacks to be installed with a drop/name or location number as a label or a matrix identifier.
5. See diagram below:
D. Grounding and Bonding
1. Label the TMGB (telecommunications main ground busbar) with an adhesive label .
2. Label the TGB(s) (telecommunications ground busbar) with an adhesive type label(s).
E. Other Cable Numbering
1. Other cabling types, such as Coax installed in a TR shall be numbered uniquely, such as C=Coax.
2. Cameras and AP’s are Data Cabling, which falls into the Data Cabling labeling scheme.
3. Point to point Data Cables require independent numbering such as A1001 for items such as in room video distribution such as N-stream equipment.
F. Indoor Communications Cables
1. Horizontal and Indoor Backbone cables shall be marked within 12 inches of each endpoint or to innerduct in which the cable is installed.
2. Label each end of each riser cable where the cable terminates.
END OF SECTION
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COMMUNICATIONS HORIZONTAL CABLING 27 15 00 – 1
SECTION 27 15 00
COMMUNICATIONS HORIZONTAL CABLING
PART 1 - GENERAL
1.1 SUMMARY
A. Provisioning, installation, termination, and testing of twisted pair, horizontal cabling in modular furniture and hard wall workstations located throughout the project area. Work under this section will include:
1. Wireless Access Point cabling
2. Printer Stations
3. IP Camera Cabling
4. All workstation cabling as defined on the construction documents
1.2 TYPICAL WORK AREA OUTLETS
A. A typical work area outlet (per chair) or (Drop) shall consist of two (2) Category 6A Data cables, unless otherwise indicated.
1. When re-cabling a building or office consideration shall be made to add Data Cables to support devices that will continue to be viable after a transition to a VoIP network such as fax machines, fire alarms, elevator phones, pay phones etc.
B. A typical work area outlet shall have a slack loop of 10 feet at the field end of the run.
1.3 RELATED SECTIONS
A. 27 05 00 COMMON WORK RESULTS FOR COMMUNICATIONS
B. 27 05 26 GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS C. 27 05 29 HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS D. 27 05 33 CONDUITS AND BACKBOXES FOR COMMUNICATIONS SYSTEMS E. 27 05 53 IDENTIFICATION FOR COMMUNICATIONS SYSTEMS
PART 2 - PRODUCTS
2.1 MODULAR JACK COMPONENTS, GENERAL
A. Modular Jacks rated Category 6A
1. Panduit Mini-Com CJ6X88TGVL or approved equal.
2. Colored Icons as needed per UCDM service designation.
3. Panduit PAN_CID(XX).
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2.2 COPPER CABLING, CATEGORY 6A
A. High Speed, TIA category 6A Cabling, Plenum Rated
1. General Cable GenSpeed 6A Part No. 71518XX or approved equal.
2.3 TELECOMMUNICATIONS OUTLET COMPONENTS
A. Modular Furniture Surface Mount Box, Black
1. Panduit CBXQxBL-A or approved equal Where x = number of ports
2. Modular Surface Mount Box Attachment System Mini-Com CBM-X
3. Modular Surface Mount Box Blank Insert Panduit CMB(BL) B. Faceplate
1. Panduit- Mini-Com Faceplates (CFP (2,4,6)SY I CFP (4,8,10) S-2GY
2. Coordinate finish with Architect prior to submittals C. Faceplate Blank Insert
1. Panduit CMB(WH)
D. Black Loom
1. Panduit loom CLT100F/CLT150F (choose size appropriate for cable installation quantity)
2. Thomas & Betts black liquid tight EFC150
PART 3 - EXECUTION
3.1 CABLING RUN LENGTHS
A. Distance limitation of the in -wall cabling shall be thoroughly reviewed and calculated to be less than 275' when including the anticipated plug pack cabling length in the telecommunications room (TR).
B. Contractor to field verify the performance incl uding cable length of the proposed installation in a mockup using the proposed cabling, jacks, raceway and test equipment prior to proceeding.
1. Locate proposed cable pathway drawing for the upcoming cable run.
2. Contractor to install One (1) typical copper work area outlet complete with jacks at both ends.
3. Use the proposed pathway and cabling to the furthest location from the TR.
4. Install a cable simulating the cable length of the Plug Pack configuration.
5. The cabling contractor is to perform testing of these cables patched together to determine the true length of this mockup.
6. Test Results are to be inspected and reviewed by the University's Representative prior to proceeding with the rest of the installation.
7. Any deficiencies in the installation of the mockup are to be corrected by the Contractor and re-inspected by the University's Representative prior to proceeding with the rest of the installation.
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3.2 MODULAR JACK COMPONENTS
A. Category 6A Data Jacks performance shall meet requirements as defined in TIA standards.
B. Follow manufacture's Installation procedures.
3.3 TELECOMMUNICATIONS OUTLET EXECUTION
A. Modular Furniture Surface Mount Box, One to Four Jacks
1. Surface mount box magnetically attached to furniture.
2. Removing knockouts in the base of the furniture shall be avoided.
B. Telecommunications Outlets. New, Copper Jacks, Wall Mount, Flush Mount Assembly.
1. Complete outlet assembly, including but not limited to:
2. Faceplate with manufacturer's standard jack openings
3. Blank connector modules at faceplate openings not filled with connector modules.
4. Features: Single gang with o penings for the required number of cables . Provide flat stainless steel.
5. Features: Double gang with o penings for the required number of cables . Provide flat stainless steel.
3.4 TESTING
A. All system cabling and terminations shall be installed in accordance with manufacturer's instructions and as indicated on Contractor's submittal documentation, prior to final acceptance/approval by the University.
B. Installation shall be performed and accomplished in a professional manner, by qualified personnel.
3.5 PERFORMANCE STANDARDS
A. Horizontal (Station) category 6A Copper cabling - Permanent Link
1. Testing shall commence while the University's equipment in the area of service is operational and creating worst case emissions associated with its operation while in good working order. Every effort shall be made to include worst case influence on the materials installed shall be taken.
2. In accordance with the field test spe cifications defined in TIA -568-C.2 "Commercial Balanced Twisted -Pair Telecommunications Cabling and Components Standard", every horizontal station cabling link in the project shall be tested for:
a. Wire Map Length Insertion Loss NEXT Loss
b. PS NEXT Loss
c. ACR-F Loss
d. PS ACR-F Loss
e. Return Loss
f. Propagation Delay
g. Delay Skew
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B. Using the listed category 6A cable test set, test installed cabling using Permanent Link procedure and submit report demonstrating that the link meets the following:
1. Each permanent link shall demo nstrate a positive PSACR beyond 350 MHz to meet and exceed the bandwidth requirements of TIA-568-C.2 Category 6A standards.
2. Each permanent link shall demonstrate 2 dB of cross talk headroom over TIA -568-C.2 Category 6A standard for NEXT, PSNEXT, ELFEXT and PSELFEXT bit error rate.
3. Report whether tested link passes or fails.
4. Note exceptions to required Category standards. Remedy and retest.
5. Test and report on each intermediate cabling segment separately, including station cabling, horizontal distribution (each segment, if multiple) and telecommunications room wiring.
6. Test each end-to-end cable link
7. Submit machine-generated documentation and raw data of all test results on Contractor- provided, and University's Representative approved, forms; and in electro nic format approved by the University's Representative.
8. Test stations wire only after all pairs of station wire in a work area have been terminated at both ends, and no work of this Section or other Sections may cause physical disturbance to the wiring.
9. Correct any and all transpositions found. Retest.
10. If any conductor in a station wire tests either open or short, then the entire station wire is to be removed, replaced, and re-tested.
11. The Contractor shall test all cables and submit all horizontal copper cab le test result data in electronic format, with the resulting file formatted with one test result per 8.5"x 11" page.
Export or Download the test results from the cable tester to a •.txt format or other accepted proprietary format for submission.
12. Data found to be altered from the manufacturers recommended settings may result in retention by the University of a 3rd Party Test Company to retest the installed cabling at the expense of the Contractor.
13. Events exceeding industry standards will cause the test result to be rejected. Direct review by UCD IT will be required to allow for an exception of a test result.
14. Data found to be incomplete may result in retention by the University of a 3rd Party Test Company to retest the installed cabling at the expense of the Contractor.
15. Contractor shall submit (1) copy of software capable of viewing the electronic test result files. Testing Results shall be reviewed and verified by the University before payments are remitted.
C. Test Equipment
1. Contractor shall provide all test equipment as required to perform the scope of work.
2. Test the communication systems cabling using at least one (1) each of the following test measurement devices or their functional equivalents:
a. Level III field testers as defined in TIA-1152 - Fluke DSX-5000, or equal. b. The tester including the appropriate interface adapter must meet the specified accuracy requirements. The accuracy requirements for the permanent link test configuration (baseline accuracy plus adapter contribution) are specified in Table 4 of TIA-1152
c. The RJ45 test plug shall fall within the values specified in TlA -568-C Annex C for NEXT, FEXT and Return Loss.
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d. The tester interface adapters must be of high quality and the cable shall not show any twisting or kinking resulting from coiling and st oring of the tester interface adapters.
e. In order to deliver optimum accuracy, permanent link interface adapter for the tester shall be used, which can be calibrated to extend the reference plane of the Return Loss measurement to the permanent link interface.
f. The contractor shall provide proof that the interface has been calibrated within the period recommended by the vendor.
g. To ensure that normal handling on the job does not cause measurable Return Loss change, the adapter cord cable shall not be of twisted-pair construction. h. Site portable communications systems (walkie-talkie, cell phone, or similar to aid in communications between test device locations)
END OF SECTION
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Nexus Project #: Owner Project #:
VICINITY MAP
PROJECT LOCATION:
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
City Of Sacramento, Department Of
Public Works
Winn Park Tenant
Improvement
1616 28th Street, Sacramento, CA
95816
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12/28/2023
23016
3,292 SF TENANT IMPROVEMENT TO UPDATE INTERIOR AND CREATE
A GALLERY AND ASSOCIATED SUPPORT SPACES IN AN EXISTING
HISTORIC BUILDING.
C15001800
COVER SHEET
SL
23016
12/28/2023
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CONSTRUCTION
DOCUMENTS
G001
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
APPROVALS
Signer 1 Date
Signer 2 Date
Signer 3 Date
Signer 4 Date
[STAMP]
CONTACT: E-MAIL:
PHONE: INTERNET:
[LOGO]
OWNER
City of Sacramento
916.808.8431
Rey S. Barbara [email protected]
cityofsacramento.org
CONTACT: E-MAIL:
PHONE: INTERNET:
ARCHITECT
Architectural NEXUS, Inc.
930 R Street
Sacramento, CA 95811
916.443.5911
Victor Burbank [email protected]
http://www.archnexus.com
[STAMP]
CONTACT: E-MAIL:
PHONE: INTERNET:
[LOGO]
STRUCTURAL
kpff
1101 Creekside Ridge Dr, Suite 150
Roseville, CA 95678
916.775.7688
Michael Dillard [email protected]
www.kpff.com
[STAMP]
CONTACT: E-MAIL:
PHONE: INTERNET:
[LOGO]
MECHANICAL ENGINEER
Peters Engineering
7750 College Town Dr, Suite 101
Sacramento, CA 95826
916.447.2841
Sean Tichenor [email protected]
www.peterseng.com
[STAMP]
CONTACT: E-MAIL:
PHONE: INTERNET:
[LOGO]
ELECTRICAL
ECOM
1455 Resonse Road,Suite 140
Sacramento, CA 95815
916.641.5600
Albert Dennis [email protected]
www.ecomeng.com
BID PACKAGE GENERAL NOTES
A. THIS BID PACKAGE SHALL BE BID IN ITS ENTIRETY. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF ALL SUB-CONTRACTORS,
TRADES AND SUPPLIERS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS
BEFORE COMMENCING CONSTRUCTION, AND TO ASSURE ALL PARTIES ARE AWARE OF
ALL REQUIREMENTS, REGARDLESS OF WHERE THE REQUIREMENTS OCCUR IN THE CONTACT DOCUMENTS, WHICH MIGHT AFFECT THE WORK OF THAT PARTY.
B. AS PART OF THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE WORK OF ALL
SUB-CONTRACTORS, TRADES AND SUPPLIERS, THE CONTRACTOR SHALL ENDEAVOR
TO IDENTIFY AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS
BETWEEN THE WORK OF DIFFERENT PARTIES AT THE EARLIEST POSSIBLE DATE SO AS
TO ALLOW REASONABLE AND ADEQUATE TIME FOR THE CONFLICT TO BE RESOLVED WITHOUT DELAYING THE WORK. ALL DEVIATIONS FROM THAT WHICH IS REQUIRED BY THE CONTRACT DOCUMENTS MUST BE APPROVED IN ADVANCE BY THE ARCHITECT.
C. IN CASE OF ANY DISCREPANCY WITHIN THE CONTRACT DOCUMENTS, THE MOST
STRINGENT REQUIREMENT OR MOST COSTLY OPTION SHALL APPLY, UNLESS
CLARIFICATION IS SOUGHT IN WRITING AND RECEIVED FROM THE ARCHITECT PRIOR TO BIDDING. THE CONTRACTOR SHALL BRING ANY KNOWN DISCREPANCIES TO THE
ATTENTION OF THE ARCHITECT AS SOON AS POSSIBLE, AND IN ANY EVENT, PRIOR TO COMMENCING AFFECTED WORK.
D. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY CONFLICTS BETWEEN VENDOR DRAWINGS AND THE CONTRACT DOCUMENTS. THE LATEST
VENDOR DRAWINGS SHALL GOVERN AND BE VERIFIED WITH THE OWNER AND THE ARCHITECT.
E. THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE IN ESTABLISHING AND
COORDINATING THE FINISHED APPEARANCE AND EXACT LOCATION OF ALL EXPOSED
ELEMENTS OF THE WORK OF ALL TRADES, INCLUDING THAT WORK WHICH IS ILLUSTRATED PRIMARILY ON DRAWINGS OF OTHER DISCIPLINES. QUANTITIES ARE TO
BE PROVIDED AS SHOWN ON DRAWINGS OF OTHER DISCIPLINES, BUT LOCATIONS
SHOWN ON OTHER DRAWINGS ARE SUBJECT TO COORDINATION WITH THE
ARCHITECTURAL DRAWINGS WHERE SUCH ITEMS ARE SHOWN, UNLESS OTHERWISE NOTED ON THE ARCHITECTURAL DRAWINGS.
F. EXCEPT WHERE DIRECTED TO PLACE ITEMS OF WORK AT THE APPROXIMATE LOCATION SHOWN, DO NOT SCALE DRAWINGS FOR DIMENSIONAL INFORMATION. NOT ALL ELEMENTS OF THE DRAWINGS MAY BE DRAWN TO EXACT SCALE. ALL REQUIRED
DIMENSIONS ARE SHOWN OR MAY BE DERIVED FROM THOSE SHOWN ON THE DRAWINGS, SCHEDULES AND SPECIFICATIONS. IF DIMENSIONS ARE NOT PRESENT, THE ARCHITECT IS TO BE NOTIFIED SO THAT A CLARIFICATION CAN BE ISSUED. DIMENSIONS
ARE TO BE COORDINATED WITH ALL DISCIPLINES, VENDORS AND OWNER-FURNISHED
EQUIPMENT, FURNITURE AND DEVICES TO ASSURE PROPER PLACEMENT AND WARRANTY REQUIREMENTS.
G. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS. SEE THE G-SERIES SHEETS FOR PARTIAL REGULATORY INFORMATION,
INCLUDING CODE COMPLIANCE TABLES, RATED ASSEMBLY TYPES AND TYPICAL ACCESSIBILITY CLEARANCE AND COMPLIANCE REQUIREMENTS.
H. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND THEIR
COMPATIBILITY WITH NEW CONSTRUCTION, AND COORDINATE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO PROCEEDING WITH AFFECTED WORK.
I. THE CONTRACTOR SHALL PROTECT ALL EXISTING FIRE-RESISTANCE-RATED ASSEMBLIES AND SPRAY-APPLIED STRUCTURAL FIREPROOFING FROM DAMAGE.
PATCH AND FULLY REPAIR ANY DAMAGE TO SUCH ITEMS, WHETHER EXISTING OR
CAUSED BY NEW CONSTRUCTION OR DEMOLITION ACTIVITIES, TO LIKE-NEW CONDITION IN ACCORDANCE WITH THE ORIGINAL LISTED SYSTEMS. SEAL ALL EXISTING
AND NEW ASSEMBLY PENETRATIONS WITH LISTED FIRE-RESISTANCE-RATED ASSEMBLIES, WHERE OCCUR, TO MAINTAIN THE INTEGRITY OF THE ASSEMBLIES.
J. ALL UNUSED FLOOR SLAB PENETRATIONS 36 SQUARE INCHES OR LESS IN AREA ARE TO BE INFILLED USING 4,000 PSI CONCRETE FOR THE FULL DEPTH OF THE EXISTING SLAB. REFER TO STRUCTURAL DRAWINGS FOR INFILL OF LARGER OPENINGS.
K. IF THERE ARE ANY DISCREPANCIES BETWEEN OR WITHIN THE CONTRACT
DOCUMENTS, THEN THE MORE STRINGENT REQUIREMENT AND GREATER EXPENSE WILL BE ENFORCED.
CALIFORNIA PLUMBING CODE
CALIFORNIA ELECTRICAL CODE
ZONING ORDINANCE:
CALIFORNIA MECHANICAL CODE
CALIFORNIA FIRE CODE
CALIFORNIA ENERGY CODE
CALIFORNIA BUILDING CODE
ACCESSIBILITY CODE
DESIGN CRITERIA
APPLICABLE CODES
OTHER CRITERIA
DEFERRED SUBMITTALS
CALIFORNIA HISTORIC BUILDING CODE
2010 ADA, 2022 CBC CH 11B
2022 EDITION
2022 EDITION
2022 EDITION
2022 EDITION
2022 EDITION
2022 EDITION
Zoning OrdinanceSACRAMENTO
2022 EDITION
Secretary of the Interiors' Standards for the Treatment of Historic Properties City of Sacramento Municipal Code
ALBERT WINN PARK BUILDING
APN: 007-0341-001-0000
# Date Revision
1 3.8.2024 Cycle 1
Review
Sacramento City Ordinance 2020-0029
1 Rooftop mechanical screen louvers and attachments.
Shoring as required for glass over entry door and footing at basement. 10-31-2
5 MATCH LINE
A1 / Axxx
MATCH LINE TAG
EXISTING WALL TO REMAIN
WALL TO BE DEMOLISHED
NEW WALL
BREAK LINE
CENTER LINE SYMBOL
0' 4' 8' 16'
REVISION DESIGNATION
ELEVATION SYMBOL
1 T.O. WALL
100'-0"
REVISION NUMBER
ELEVATION ABOVE DATUM
ELEVATION DESCRIPTION
DRAWING SYMBOL LEGEND
000M
CASEWORK TYPE DESIGNATION
CDS NUMBER (M DENOTES
MODIFICATION)00"
00"
00"
MODIFICATION DESCRIPTION
AWS STANDARD CDS NUMBERING SYSTEM
WIDTH
HEIGHT
DEPTH
NORTH ARROW
PLAN NORTH
GRAPHIC SCALES
ROUND BREAK LINE
REVISION CLOUD
SLOPE INDICATION
1/2" / 12"
DETAIL REFERENCE
A2 A401
A1
A3 INTERIOR ELEVATIONS
DETAIL NUMBER
SHEET NUMBER
A1
A501
DETAIL REFERENCE
DETAIL NUMBER
SHEET NUMBER
A1
A201
EXTERIOR ELEVATION REFERENCE
SHEET NUMBER
DETAIL NUMBER
A1
A302
WALL SECTION REFERENCE
SHEET NUMBER
DETAIL NUMBER
A1
A301
BUILDING SECTION REFERENCE
DETAIL NUMBER
SHEET NUMBER
XX000X
00'-00"
ROOM DESIGNATION (FLOOR PLAN)
ROOM NUMBER
ROOM NAME
A1
A301
DETAIL NUMBER
SHEET NUMBER
ROOM DESIGNATION (REFLECTED CEILING PLAN)
CEILING HEIGHT ABOVE FINISH FLOOR
ROOM NUMBER
FRIDGE
1 GLASS TYPE DESIGNATION
KEYED NOTE DESIGNATION
WALL TYPE DESIGNATION
EQUIPMENT DESIGNATION
WINDOW DESIGNATION
DOOR DESIGNATION
GLASS TYPE
EQUIPMENT DESCRIPTION
KEYNOTE NUMBER
WINDOW TYPE
DOOR NUMBER
WALL TYPEXXX
MATERIAL TYPE DESIGNATION
FINISH NUMBER
SEE AI601 FINISH LEGEND
00001
12"
1/2"
RISE
RUN
TRUE NORTH
CL
03:CJ1
####
ROOM
A1
A301
DETAIL / SHEET NUMBER
100
1t
EQUIPMENT NUMBER
FRIDGE EQUIPMENT DESCRIPTION
00001
ROOM FINISH TYPE DESIGNATION
ROOM NUMBER
SEE AI601 FINISH LEGEND
CF1
WF1
BF1
FF1
(101)
CEILING FINISH
WALL FINISH
BASE TYPE
FLOOR FINISH
RENDERING / PHOTO REFERENCE
DETAIL NUMBER
SHEET NUMBER
1 A101
DOOR CLEARANCE
PULL SIDE
PUSH SIDE
LIST OF ABBREVIATIONS
THE PRECEDING LIST OF ABBREVIATIONS
IS PRESENTED AS A GENERAL GUIDE AND
DOES NOT NECESSARILY SHOW ALL
ABBREVIATIONS USED. OTHER
GENERALLY ACCEPTED ABBREVIATIONS
MAY BE FOUND AMONG THE DRAWINGS -
SOME ABBREVIATIONS SHOWN ABOVE
MAY NOT BE USED WITHIN THIS DRAWING
SET.
A
A/C AIR CONDITIONING
AD AREA DRAIN
AFC ABOVE FINISHED CEILING
AFF ABOVE FINISHED FLOOR
AHU AIR HANDLING UNIT
ALUM ALUMINUM
ANOD ANODIZED
ARCH ARCHITECT
@ AT
B
BD BOARD
BLDG BUILDING
BO BOTTOM OF
C
C CELSIUS
CCSF CLOSED-CELL SPRAY-APPLIED FOAM
CH COAT HOOK
CFCI CONTRACTOR FURNISHED,
CONTRACTOR INSTALLED
CG CORNER GUARD
CI CONTINUOUS INSULATION
CJ CONTROL JOINT
CL CENTERLINE
CLG CEILING
CLO CLOSET
CLR CLEAR
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
CORR CORRIDOR
CT CERAMIC TILE
CTJ CONSTRUCTION JOINT
CUH CABINET UNIT HEATER
D
D DEEP
DEG DEGREE
DEMO DEMOLITION
DF DRINKING FOUNTAIN
DIA DIAMETER
DIM DIMENSION
DN DOWN
DS DOWNSPOUT
DWGS DRAWINGS
E
(E) EXISTING
EA EACH
EJ EXPANSION JOINT
EIFS EXTERIOR INSULATION AND FINISH
SYSTEM
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
EOS EDGE OF SLAB
ERD EXISTING ROOF DRAIN
EQ EQUAL
EQUIP EQUIPMENT
EWC ELECTRIC WATER COOLER
EXIST EXISTING
EXP EXPOSED
EXT EXTERIOR
F
F FAHRENHEIT
FA FIRE ALARM
FACP FIRE ALARM CONTROL PANEL
FDC FIRE DEPARTMENT CONNECTION
FD FLOOR DRAIN
FEC FIRE EXTINGUISHER CABINET
FE FIRE EXTINGUISHER
FFE FINISH FLOOR ELEVATION
FF&E FINISHES, FURNITURE & EQUIPMENT
FG FINISH GRADE
FHC FIRE HOSE CABINET
FIN FINISH
FLR FLOOR
FND FOUNDATION
FO FINISHED OPENING
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FOS FACE OF STUD
FOW FACE OF WALL
FRG FIBER REINFORCED GYPSUM
FSP FIRE STANDPIPE
FT FEET
G
GA GAUGE
GALV GALVANIZED
GFRC GLASS-FIBER-REINFORCED
CONCRETE
GFRG GLASS-FIBER-REINFORCED GYPSUM
GL GLASS
GWB GYPSUM WALL BOARD
GYP GYPSUM
H
H HIGH
HB HOSE BIBB
HDR HEADER
HM HOLLOW METAL
HPT HIGH POINT
HR HOUR
HT HEIGHT
I
ID INSIDE DIAMETER; INSIDE DIMENSION
IN INCH
INFO INFORMATION
INT INTERIOR
J
JAN JANITOR
K (NOT USED)
L
LAB LABORATORY
LAV LAVATORY
LBS POUNDS
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LPT LOW POINT
M
MACH RM MACHINE ROOM
MAX MAXIMUM
MFR MANUFACTURER
MECH MECHANICAL
MEZZ MEZZANINE
MIN MINIMUM
MO MASONRY OPENING
N
(N) NEW
N/A NOT APPLICABLE
NIC NOT IN CONTRACT
NOM NOMINAL
NTS NOT TO SCALE
O
OC ON CENTER
OD OUTSIDE DIAMETER;
OUTSIDE DIMENSION
OFD OVERFLOW DRAIN
OH DR OVERHEAD DOOR
OPH OPPOSITE HAND
OPP OPPOSITE
ORIG ORIGINAL
P
P LAM PLASTIC LAMINATE
PLAS PLASTER
PLUMB PLUMBING
PR PAIR
PSI POUNDS PER SQUARE INCH
PSF POUNDS PER SQUARE FOOT
PVC POLYVINYL CHLORIDE
Q
QT QUARRY TILE
R
R RISER OR RADIUS
RAD RADIUS
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REF REFRIDGERATOR
REQD REQUIRED
REV REVISION
RH RELATIVE HUMIDITY
RM ROOM
RO ROUGH OPENING
RTU ROOF TOP UNIT
RWL RAIN WATER LEADER
S
S SMOKE DETECTOR
SAM SELF ADHESIVE MEMBRANE
SCHED SCHEDULE
SECT SECTION
SIM SIMILAR
SPEC SPECIFICATION
SS STAINLESS STEEL
STD STANDARD
STRUCT STRUCTURAL
T
T TREAD
TEL TELEPHONE
TEMP TEMPORARY
THK THICK
TOC TOP OF CONCRETE
TOM TOP OF MASONRY
TOP TOP OF PARAPET
TOS TOP OF SLAB; TOP OF STEEL
TOW TOP OF WALL
TYP TYPICAL
TO TOP OF
U
UL UNDERWRITER'S LABORATORIES
UNO UNLESS NOTED OTHERWISE
V
VCT VINYL COMPOSITE TILE
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
W
W/ WITH
W/O WITHOUT
WD WOOD
WH WALL HYDRANT
WP WORKING POINT
WRB WEATHER RESISTIVE BARRIER
X,Y,Z (NOT USED)
LEGEND
NOTE: HATCHING ANGLES MAY VARY DUE TO ANGLE OF WALL DRAWN, WHILE HATCHING PATTERN REMAINS SIMILAR. SEE ASSEMBLY SHEET
FOR WALL ASSEMBLY TYPES
(E) CONCRETE SLAB DEMO
(E) CONCRETE WALL TO REMAIN
(E) FRAMED WALL TO REMAIN
(N) GYP BD @ (E) FRAMED WALL
(N) METAL FRAMED WALL
(E) WALL TO BE REMOVED
CG (N) CORNER GUARD
KB (E) KNOX BOX TO BE REINSTALLED
CR (N) CARD READER
(E) CONCRETE SLAB DEMO, REINSTALL SHEET VINYL
(TABLE 509)
INCIDENTAL USE AREA(S) REQUIRED SEPARATION
N/A
CBC 2022 - GENERAL CODE REQUIREMENTS
EXISTING BUILDING - ALTERATION
CODE REFERENCE BASEMENT LEVEL 01 BUILDING
TOTAL
(SECTIONS 301-314)
OCCUPANCY CLASSIFICATION B A-3 A-3
(TABLE 601)
REQUIRED RATING
UL LISTINGFIRE-RESISTANCE RATING - BUILDING ELEMENTS
ROOF CONSTRUCTION AND ASSOCIATED
SECONDARY MEMBERS
FLOOR CONSTRUCTION AND ASSOCIATED
SECONDARY MEMBERS
BEARING WALLS, INTERIOR
NONBEARING WALLS AND PARTITIONS, INTERIOR
NONBEARING WALLS AND PARTITIONS, EXTERIOR
BEARING WALLS, EXTERIOR
PRIMARY STRUCTURAL FRAME
(SECTIONS 1005.3.1 & 1005.3.2 )
EGRESS WIDTH
STAIRWAY WIDTH PROVIDED
STAIRWAY WIDTH REQUIRED
STAIRWAY WIDTH PER OCCUPANT
EXIT EGRESS WIDTH PER OCCUPANT
OTHER EGRESS COMPONENT WIDTH PROVIDED
OTHER EGRESS COMPONENT WIDTH REQUIRED
(TABLE 504.3)
(SECTION 504.3)
HEIGHT /
STORIES
ALLOWABLE HEIGHT
WITH SPRINKLERS
BASE ALLOWABLE HEIGHT (ABOVE GRADE PLANE)
ACTUAL HEIGHT
(CHAPTER 6)
CONSTRUCTION CLASSIFICATION
(TABLE 506.2)
(SECTION 507)
(SECTIONS 506.2.3 & 506.2.4)
ALLOWABLE AREA
WITH SPRINKLERS
UNLIMITED AREA BUILDING?
MAXIMUM ALLOWABLE BUILDING SIZE WITH
FRONTAGE INCREASE
ACTUAL AREA
BASE ALLOWABLE AREA (PER FLOOR)
0.3"
N/A
N/A
0.2"
4.6"
36"
25'-0" / 1
V-B
9,000 SF
36,000 SF
HEIGHT /
STORIES
HEIGHT /
STORIES
N/A
1,646 SF
TYPETYPETYPETYPE
(SECTION 903.2)
AUTOMATIC SPRINKLER SYSTEMS N/A
(TABLE 1004.5)
MEANS OF EGRESS
(1016.2.1)
EXITS
(TABLE 504.4) STORIESALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE
WITH SPRINKLERS
BASE NUMBER OF STORIES
ACTUAL NUMBER OF STORIES
STORIES STORIES
1 2
1 W/ BASEMENT
EXITS REQUIRED
EXITS PROVIDED
1 3
1 3
CBC 2022 - GENERAL CODE REQUIREMENTS
EXISTING BUILDING - ALTERATION
CODE REFERENCE BASEMENT LEVEL 01 BUILDING
TOTAL
40'-0" / 1
60'-0" / 2
6,000 SF
24,000 SF
6,000 SF
24,000 SF
N/A N/A
N/A N/A
N/A
1,646 SF 3,292 SF
0 HOUR
N/A
0 HOUR
N/A
0 HOUR
N/A
0 HOUR
N/A
0 HOUR
N/A
0 HOUR
N/A
0.3"
16.8"
60"
0.2"
11.2"
60"
2 2
N/AN/A
N/A 1 W/BASEMENT
N/A
N/A
25'-0"
N/A
N/A N/A N/A
FLOOR AREA OF OCCUPANCY 1,646 SF 1,646 SF 3,292 SF
OCCUPANT LOAD
(FLOOR AREA OF OCCUP. / OCCUP. LOAD) 23 53 76
1 1
1 DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
3/19/2024 10:28:46 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
GENERAL
INFORMATION
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
G002
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
SHEET INDEX
# SHEET CONTENTS
GENERAL:
G001 COVER SHEET
G002 GENERAL INFORMATION
G003 CALGREEN
G004 CALGREEN
G005 CALGREEN
G101 LEVEL 01 EXITING & OCCUPANCY PLANS
G501 ASSEMBLY TYPES
G701 ACCESSIBILITY COMPLIANCE
CIVIL/SITE:
AS101 ARCHITECTURAL SITE PLAN
ARCHITECTURAL:
A101 BASEMENT FLOOR PLAN
A102 LEVEL 01 FLOOR PLAN
A121 ROOF PLAN
A151 REFLECTED CEILING PLAN
A152 REFLECTED CEILING PLAN
A201 EXTERIOR ELEVATIONS
A202 EXTERIOR ELEVATIONS
A251 INTERIOR ELEVATIONS
A301 BUILDING SECTIONS
A501 ARCHITECTURAL DETAILS
A502 ARCHITECTURAL DETAILS
A601 WINDOW AND DOOR SCHEDULES AND TYPES
A701 TYPICAL DETAILS - STEEL STUDS
A702 TYPICAL DETAILS - STEEL STUDS
AI601 ROOM FINISH SCHEDULE
STRUCTURAL:
S1.0 GENERAL NOTES, SHEET INDEX AND SPECIAL
INSPECTION
S2.1 BASEMENT FOUNDATION PLAN & FIRST FLOOR
FRAMING PLAN
S2.2 ROOF FRAMING PLAN
S4.1 CONCRETE DETAILS
S5.1 METAL STUD DETAILS
S5.2 METAL STUD DETAILS
S6.1 MECHANICAL SCREEN DETAILS
MECHANICAL
M001 SYMBOLS & NOTES
M002 MECHANICAL SCHEDULES
M101 BASEMENT FLOOR PLANS - MECHANICAL
M102 LEVEL 01 FLOOR PLANS - MECHANICAL
M103 ROOF PLANS - MECHANICAL
M401 DETAILS
M402 DETAILS
M403 DETAILS
M601 CONTROLS
M701 TITLE 24
M702 TITLE 24
PLUMBING
P001 SYMBOLS & NOTES
P101 BASEMENT FLOOR PLANS - PLUMBING
P102 LEVEL 01 FLOOR PLANS - PLUMBING
P103 ROOF PLANS - PLUMBING
P401 DETAILS
P402 DETAILS
P701 TITLE 24
ELECTRICAL
E000 SYBMOLS LIST & GENERAL NOTES
E001 SCHEDULES
E002 TITLE 24
E200 OVERALL BASEMENT PLAN - ELECTRICAL
E201 OVERALL LEVEL 01 PLAN - ELECTRICAL
E202 OVERALL ROOF PLAN - ELECTRICAL
E300 OVERALL BASEMENT RCP PLAN - LIGHTING
E301 OVERALL LEVEL 01 PLAN - LIGHTING
E500 ONE LINE DIAGRAM
E501 TELECOM RISER DIAGRAM
E600 PANEL SCHEDULES
E700 DETAILS
E701 DETAILS
E702 DETAILS
Grand total: 63
# Date Revision
10-31-2
5 DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
3/19/2024 10:28:46 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
CALGREEN
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
G003
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
# Date Revision
1 3.8.2024 Cycle 1
Review
1 10-31-2
5 DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
3/19/2024 10:28:47 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
CALGREEN
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
G004
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
# Date Revision
1 3.8.2024 Cycle 1
Review
1 10-31-2
5 DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
3/19/2024 10:28:48 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
CALGREEN
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
G005
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
# Date Revision
1 3.8.2024 Cycle 1
Review
1 10-31-2
5 UP
UP
UP
KB
KB
CR
UP
UP
UP
A. SEE WALL TYPES ON FLOOR PLANS AND RATED
WALL ASSEMBLIES IN G501 SHEET FOR SPECIFIC
WALL CONSTRUCTION TO ACHIEVE THE RATINGS
SHOWN ON THIS PLAN.
B. CONTRACTOR TO PREFORM ANNUAL SERVICE ON
ALL FIRE EXTINGUISHERS.
GENERAL NOTES -
REGULATORY PLANSLIFE SAFETY LEGEND
UNRATED WALL ASSEMBLIES
NON-RATED CONSTRUCTION.
WALL CONSTRUCTION:
0-HOUSRE FIRE-RESISTIVE RATED.
DOORS:
UNRATED DOORS.
FIRE BARRIER WALLS (1 HOUR):
SEPARATE STORAGE AREAS FROM ALL OTHER
AREAS AND SPACES.
WALL CONSTRUCTION:
1 HOUR FIRE-RESISTANCE RATING.
DOORS:
45 MIN. RATED (ISC, IBC).
EGRESS
NUMBER OF OCCUPANTS PER
EXIT/EGRESS PATH
0 OCCUPANCY TAG
ROOM NAME
Name
000 SF
A-3 000
000
ROOM AREA
OCCUPANCY TYPE
OCCUPANCY LOAD FACTOR
OCCUPANT LOAD
COMMON PATH OF TRAVEL
COMMON PATH OF TRAVEL DISTANCE PER
TABLE 1006.2.1, WITHOUT SPRINKLERS:
OCCUPANCY
MAX. TRAVEL
DISTANCE
BUSINESS AREAS (B) 75'
ASSEMBLY: NO FIXED STG (A-3) 75'
STORAGE (S-1) 75'
STORAGE (S-2) 75'
UTILITY / MISC. SERVICES (U-1) 75'
PATH OF TRAVEL
FIRE EXTINGUISHERS
COORDINATE TYPE AND LOCATION
WITH LOCAL FIRE MARSHALL
PH PANIC HARDWARE
757 SF
51 15A-3
GALLERY /
EVENT
SPACE
(E) ENTRY LOBBY
(E) ACCESSIBLE
TOILET
132 SF
1 150B
OPEN
OFFICE /
RECEPT.
(E) HALL
75 SF
1 300U
(E) UTILITY
CLOSET
FEC
DIST:15' - 6"
DIST:19' - 11"
DIST:35' - 10"
27 26
(E) LIFT
EGRESS WIDTH REQUIRED: (27 x 0.2") = 5.4"
WIDTH PROVIDED: 72"
EGRESS WIDTH REQUIRED: (26 x 0.2") = 5.2"
WIDTH PROVIDED: 60"
EGRESS WIDTH REQUIRED: (56 x 0.3") = 16.8"
WIDTH PROVIDED: 60"
PH
1 EXIT
1 1
1 PH
72 SF
1 300U
(E)
ELECTRICAL
ROOM (NO
TENANT
ACCESS)
91 SF
1 150B
(E) OFFICE
12 SF
1 300U
(E)
STORAGE
18 SF
1 300U
(E) I.T.
91 SF
1 300U
(N)
MECHANICAL
ROOM
86 SF
1 150B
(E) OFFICE
(E) ENTRY LOBBY(E) ACCESSIBLE
TOILET
ACCESSIBLE
ENTRY
(NOT AN EXIT)
(E) LIFT
200 SF
14 15B
BREAK
M/W. REF.
15 SF
1 300U
(N) JANITOR
231 SF
1 300U
STORAGE
25 SF
1 300U
STO. CLO.
23 1
15 22
DIST:14' - 7"
DIST:5' - 6"
DIST:13' - 5"
DIST:9' - 6"
DIST:16' - 0"
DIST:14' - 5"
73' - 5" COMMON PATH OF
EGRESS TRAVEL DISTANCE
EGRESS WIDTH REQUIRED:
(23 x 0.2") = 4.6"
WIDTH PROVIDED: 36"
FEC
1 1
1 1
1 EXIT
1 1
1 EXIT ROUTE
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
3/19/2024 10:28:50 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt LEVEL 01
EXITING &
OCCUPANCY
PLANS
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
G101
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
THIS SHEET TO BE VIEWED IN COLOR
1/4" = 1'-0"G101
2 LEVEL 01 FLOOR PLAN - PROPOSED OCCUPANY
1/4" = 1'-0"G101
1 BASEMENT FLOOR PLAN - PROPOSED OCCUPANCY
Code(w Rooms)_Occupant Load/Space Schedule - Level 01
Number Room Name Floor Area Function of Space (Occupancy Type) Area Per
Occupant
Fixed
Occupant
Load
Actual
Occupant
Load
Rounded
Occupant Load
LEVEL 01
011 (E) ENTRY LOBBY 81 SF (none)
012 (E) ACCESSIBLE TOILET 140 SF (none)
I019 (E) HALL 32 SF (none)
(none): 3 252 SF 0.0 0
014 GALLERY / EVENT SPACE 757 SF A-3: Assembly w/o fixed seating: Unconcentrated 15 50.4 51 A-3: Assembly w/o fixed seating: Unconcentrated: 1 757 SF 50.4 51 018 OPEN OFFICE / RECEPT. 132 SF B: Business Areas 150 0.9 1 B: Business Areas: 1 132 SF 0.9 1
013 (E) UTILITY CLOSET 75 SF U: Accessory Storage areas, mechanical equipment room 300 0.2 1 U: Accessory Storage areas, mechanical equipment room: 1 75 SF 0.2 1 LEVEL 01: 6 1,216 SF 51.6 53
Code(w Rooms)_Occupant Load/Space Schedule - Basement
Number Room Name Floor Area Function of Space (Occupancy Type) Area Per
Occupant
Fixed
Occupant
Load
Actual
Occupant
Load
Rounded
Occupant Load
BASEMENT LEVEL
B01 (E) ENTRY LOBBY 207 SF (none)
B03 (E) ACCESSIBLE TOILET 69 SF (none)
(none): 2 276 SF 0.0 0
B05 BREAK 200 SF A-3: Assembly w/o fixed seating: Unconcentrated 15 13.4 14 A-3: Assembly w/o fixed seating: Unconcentrated: 1 200 SF 13.4 14 B04 (E) OFFICE 86 SF B: Business Areas 150 0.6 1
B07 (E) OFFICE 91 SF B: Business Areas 150 0.6 1
B: Business Areas: 2 178 SF 1.2 2
B05A STO. CLO. 25 SF U: Accessory Storage areas, mechanical equipment room 300 0.1 1 B05B STORAGE 231 SF U: Accessory Storage areas, mechanical equipment room 300 0.8 1 B06 (E) I.T. 18 SF U: Accessory Storage areas, mechanical equipment room 300 0.1 1 B08 (E) ELECTRICAL ROOM (NO TENANT ACCESS) 72 SF U: Accessory Storage areas, mechanical equipment room 300 0.2 1 B09 (E) STORAGE 12 SF U: Accessory Storage areas, mechanical equipment room 300 0.0 1 B10 (N) MECHANICAL ROOM 91 SF U: Accessory Storage areas, mechanical equipment room 300 0.3 1 B11 (N) JANITOR 15 SF U: Accessory Storage areas, mechanical equipment room 300 0.1 1 U: Accessory Storage areas, mechanical equipment room: 7 465 SF 1.5 7 BASEMENT LEVEL: 12 1,119 SF 16.1 23
# Date Revision
1 3.8.2024 Cycle 1
Review
TAG DESCRIPTION
B
1 BASEMENT, 15 LB.
LEVEL 1, 15 LB.
1 1
1 10-31-2
5 FIRE RATING:
FIRE TEST:
SOUND RATING: TEST:
WALL TYPE:
G
N/A
N/A
N/A N/A
(1) LAYER 5/8" GYPSUM BOARD.
LAMINATE ONTO WALL SURFACE.
FIRE RATING:
FIRE TEST:
SOUND RATING: TEST:
WALL TYPE:
S3
N/A
N/A
N/A N/A
(1) LAYER 5/8" GYPSUM BOARD
3 5/8" METAL STUD
FRAMING @ 16" O.C. MAX
(1) LAYER 5/8" GYPSUM BOARD
FIRE RATING:
FIRE TEST:
SOUND RATING: TEST:
WALL TYPE:
S3G
N/A
N/A
N/A N/A
3 5/8" METAL STUD
FRAMING @ 16" O.C. MAX
(1) LAYER 5/8" GYPSUM BOARD
FIRE RATING:
FIRE TEST:
SOUND RATING: TEST:
WALL TYPE:
S6
N/A
N/A
N/A N/A
(1) LAYER 5/8" GYPSUM BOARD
6" METAL STUD FRAMING
@ 16" O.C. MAX
(1) LAYER 5/8" GYPSUM BOARD
S6A: PROVIDE 6" SOUND
ATTENUATION BLANKET
FIRE RATING:
FIRE TEST:
SOUND RATING: TEST:
WALL TYPE:
S3F
N/A
N/A
N/A N/A
3 5/8" METAL STUD
FRAMING @ 16" O.C. MAX
(1) LAYER 5/8" GYPSUM BOARD
1/2" CDX PLYWOOD. PTD
FINISH ON INTERIOR
(E) WALL ASSEMBLY
A. WALL HEIGHT: ALL NEW INTERIOR WALL ASSEMBLIES ARE CONTINUOUS TO BOTTOM OF DECK UNLESS NOTED OTHERWISE. REFER TO THE
LEGENDS ON THIS SHEET AND COORDINATE WITH PLANS.
B. TILE BACKER / CEMENT BOARD: WALL TYPES DESCRIBED ON THIS
SHEET DO NOT SHOW OR ACCOUNT FOR REQUIREMENTS WHERE A TILE FINISH OCCURS. WHERE THE FINISH SCHEDULE OR INTERIOR
ELEVATIONS CALL FOR TILE, REPLACE GYPSUM BOARD SHOWN IN THAT
WALL'S ASSEMBLY WITH TILE BACKER / CEMENT BOARD WHERE THE TILE OCCURS. REPLACE OTHER GYPSUM BOARD SHOWN IN THAT
WALL'S ASSEMBLY WITH MOISTURE RESISTANT GYPSUM BOARD WHERE NO TILE OCCURS.
C. BACKING / SUPPORT: WALL TYPES DESCRIBED ON THIS SHEET DO NOT ACCOUNT FOR REQUIRED BACKING. CONTRACTOR TO PROVIDE
BACKING / SUPPORT FOR ALL MOUNTED FIXTURES, EQUIPMENT,
CASEWORK, AND/OR SYSTEMS FURNITURE. COORDINATE WITH FLOOR
PLANS, AND INTERIOR ELEVATIONS PRIOR TO THE COVERING OF STUD FRAMING. REFER TO MANUFACTURER'S RECOMMENDATIONS WHERE
APPLICABLE, OTHERWISE REFER TO DETAILS ON A700 SHEET SERIES.
D. STRUCTURAL SHEATHING: REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL SHEATHING REQUIREMENTS AND ATTACHMENTS.
E. SEISMIC BRACING: PROVIDE SEISMIC BRACING AT ALL WALL TYPES THAT DO NOT EXTEND TO DECK, REFER TO DETAILS ON A700 SHEET SERIES.
F. PENETRATIONS: PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE PROVIDED PER G550 SHEET SERIES.
G. LISTED ASSEMBLIES: RATED ASSEMBLIES PROVIDED PER G550 SHEET SERIES.
H. ACOUSTIC WALLS: AT ALL WALLS WITH SOUND ATTENUATION, SEAL ENTIRE TOP AND BOTTOM OF WALL WITH SOUND SEALANT.
I. DEFLECTION TRACK: AT ALL WALLS THAT EXTEND TO STRUCTURE PROVIDE DEFLECTION TRACK. REFER TO DETAILS ON A700 SHEET SERIES.
J. RATED WALL PRIORITY: FOR PARTITION PRIORITY FOR SEQUENCING OF RATED WALL CONSTRUCTION REFER TO DETAILS ON A700 SHEET
SERIES.
K. INFORMATION IN THE LEGENDS BELOW IS FOR REFERENCE ONLY AND DOES NOT OVERRIDE THE CONTENTS OF THE DETAILS ON THIS SHEET.
L. DO NOT SCALE DRAWINGS.
GENERAL NOTES -
WALL TYPE ASSEMBLIES
XS#1.1
PREFIX: 'X' FOR EXTERIOR CORE WALL
CONSTRUCTION TYPE (SEE BELOW)
STRUCTURE THICKNESS (TO NEAREST SIZE)
FIRE RATING (AS NEEDED, SEE BELOW)
EXTERIOR WALL TAG LEGEND
S61M(C)
CONSTRUCTION TYPE (SEE BELOW)
STRUCTURE THICKNESS (TO NEAREST SIZE)
FIRE RATING (AS NEEDED, SEE BELOW)
MODIFIERS (AS NEEDED, SEE BELOW)
CONSTRUCTION TYPES
CONCRETE C
MASONRY M
STEEL STUDS S
C-H (SHAFTWALL) STUD H
WOOD STUDS W
CONCRETE C
MASONRY M
STEEL STUDS S
C-H (SHAFTWALL) STUD H
WOOD STUDS W
DOUBLE STUD #D
ACOUSTIC RATING A
FURRING F
GYP. ONE SIDE G
LEAD SHEILDING L
RF SHEILDING R
MAGNETIC SHEILDING M
TOP OF WALL CONDITION MODIFIER (SEE BELOW)
SEE TABLE BELOW
TOP OF WALL MODIFIERS
(U) = UNDERSIDE / BOTTOM OF CEILING
WALL EXTENDS TO UNDERSIDE OF CEILING.
TERMINATE WITH "J" MOULD AT GYP. BOARD
WALLS.
EXAMPLE
STRUCT ABOVE, TYP.
CEILING, TYP.
SUBSTRATE, TYP.
0 HOUR (SMOKE) 0
1 HOUR 1
2 HOUR 2
3 HOUR 3
4 HOUR 4
NO RATING NOT SHOWN
FIRE RATING
1 HOUR 1
2 HOUR 2
3 HOUR 3
4 HOUR 4
NO RATING NOT SHOWN
TYPE (AS NEEDED)
INTERIOR WALL TAG LEGEND
CONSTRUCTION TYPES FIRE RATING
MODIFIER EXAMPLES TOP OF WALL CONDITIONS
(C) = 6" ABOVE CEILING
WALLS WILL TERMINATE AT 6" ABOVE THE HIGHEST
ADJOINING CEILING (UNLESS OTHERWISE NOTED)
TERMINATE 1 FULL COURSE ABOVE FOR MASONRY
WALLS.
(H) = PARTIAL HEIGHT
REFER TO DRAWINGS FOR TOP OF WALL ELEVATION
(S) = ONE SUBSTRATE TO STRUCTURE
SUBSTRATE BOARD WILL TERMINATE TO BOTTOM
OF DECK ON ONE SIDE AND THE OTHER SIDE SHALL
TERMINATE AT 6" ABOVE ADJOINING CEILING
(UNLESS OTHERWISE NOTED). TERMINATE 1 FULL
COURSE ABOVE FOR MASONRY WALLS.
(N) = NO SUBSTRATES TO STRUCTURE
SUBSTRATE BOARDS WILL TERMINATE AT 6" ABOVE
ADJOINING CEILING (UNLESS OTHERWISE NOTED)
TERMINATE 1 FULL COURSE ABOVE FOR MASONRY
WALLS.
BRACING, TYP.
DETAILS PROVIDED PER A700 SHEET SERIES.
STUDS, TYP.
CEILING TYPE: FIRE RATING:
FIRE TEST:
SOUND RATING: TEST:AC1
HANGER WIRE
SUSPENDED CEILING; REFER TO
DETAILS ON A701.
CEILING/WALL ANGLE; REFER TO
DETAILS ON A701.
WALL, WHERE OCCURS.
LAY-IN ACOUSTICAL PANEL
CEILING; SEE FINISH SCHEDULE
AND RCP.
ROOF TYPE: FIRE RATING:
FIRE TEST:
S
OUND RATING: TEST:RF1
N/A
N/A
(E) 60 MIL SINGLE PLY
TREMCO TPA ROOFING TO
REMAIN
(E) 1/4" DENSDECK TO
REMAIN
(E) 3.3" RIGID INSULATION
TO REMAIN
(E) 3" CONCRETE DECK TO
REMAIN
SLOPE 1/4"
NOTE:
REFERENCE DETAIL FOR FULL
INFILL ROOF SYSTEM ASSEMBLY
D3
A502
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
3/19/2024 10:28:51 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
ASSEMBLY
TYPES
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
G501
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
# Date Revision
10-31-2
5 VERTICAL CHANGES IN
LEVELS
1/4" MAX
BEVELED CHANGES IN
LEVELS
2 1
GREATER THAN 1/4" BUT NOT
MORE THAN 1/2". IF GREATER
THAN 1/2", MUST MEET RAMP
REQUIREMENTS.
RECEPTACLE
OUTLET
UNOBSTRUCTED
THERMOSTAT
UNOBSTRUCTED
SWITCH
RECEPTACLES AND SWITCH MOUNTING HEIGHTS
UNOBSTRUCTED FIRE
ALARM PULL BOX
15" MIN.
36" MIN.
48" MAX.
48" MAX.
FIRE EXTINGUISHER
3 APPROVED STAIRWAY IDENTIFICATION SIGNS SHALL BE LOCATED AT EACH
FLOOR LEVEL IN ALL ENCLOSED STAIRWAYS IN BUILDINGS TWO OR MORE STORIES IN HEIGHT. THE SIGN SHALL IDENTIFY THE STAIRWAY, ROOF ACCESS, FLOOR LEVEL AND UPPER & LOWER TERMINUS OF THE STAIRWAY.
CONTRACTOR TO PROVIDE SUBMITTAL
TO CONFIRM ALL SIGNAGE.
CORRESPONDING GRADE 2
BRAILLE TO BE LOCATED
DIRECTLY UNDER OR
ADJACENT TO SIGNAGE INFORMATION
48" MIN - 60" MAX
MAX 2' - 6")
(MIN 1' - 0"
18"
1' - 5" MAX
EXISTING URINAL TO REMAIN
NEW MANUAL CONTROL VALVE, WITH MAXIMUM OPERATING
HEIGHT OF 44" ABOVE FINISH FLOOR. REFER TO PLUMBING.
1 A. THESE DETAILS ARE SHOWN FOR MINIMUM ACCESSIBILITY
REQUIREMENTS. SEE PROJECT SPECIFIC DETAILS FOR
ADDITIONAL INFORMATION. VERIFY WITH ARCHITECT ANY
DIFFERENCES BEFORE PROCEEDING WITH CONSTRUCTION.
B. PROVIDE BACKING / SUPPORT FOR ALL MOUNTED
FIXTURES, EQUIPMENT, CASEWORK, AND/OR SYSTEMS
FURNITURE. COORDINATE WITH FLOOR PLANS, AND
INTERIOR ELEVATIONS PRIOR TO THE COVERING OF STUD
FRAMING. REFER TO MANUFACTURER'S
RECOMMENDATIONS WHERE APPLICABLE, OTHERWISE
REFER TO DETAILS ON A700 SHEET SERIES.
C. DO NOT SCALE DRAWINGS.
GENERAL NOTES -
ACCESSIBILITY
KNEE & TOE CLEARANCE
PER 11B-306
MIN.
9"
MIN.
27"
TO TOP OF SINK RIM
34" MAX.
MIN.
8"
MAX. REACH OF FAUCET
CONTROL
COUNTER
SINK
MAX.
6"
1' - 7"
MIN.
11"
5/8" MIN.
1/2"
BACK OF BASE CABINET, MIN 1/2" THICK
MATERIAL
PLASTIC LAMINATE, PL2
ON 3/4" SUBSTRATE
SEE
CARRY FINISHES THROUGH, SEAMLESS (INCLUDING FLOOR BASE ON 3 SIDES) TYPICAL NOTES:
1. MOUNT AT 60" A.F.F. TO CENTERLINE OF SIGN, U.O.N. SEE B2/G701
2. SIGNS SHALL BE LAMINATED ACRYLIC WITH RADIUSED CORNERS.
3. ATTACH EXTERIOR SIGNS WITH (4) TAMPER PROOF FASTENERS AND ADHESIVE AT EXTERIOR CONDITION, ULESS MOUTED ON GLASS.
4. ADHESIVE FOR MOUNTING ON GLASS SHALL BE TRANSPARENT AND COVER THE ENTIRE BACK SIDE OF SIGN. VISUAL INTALLATION IS SUBJECT TO INSPECTION AND ACCEPTANCE FROM ARCHITECT.
+60" A.F.F. MAX TO
BASE OF HIGHEST TEXT
123
NAME
3/8"
10"
3 1/2"
(BRAILLE)
*COORDINATE ROOM NUMBERS AND NAMES W/
OWNER PRIOR TO FABRICATION.
S-RI, ROOM
IDENTIFICATION SIGN*
3/4" MINIMUM HIGH TACTILE LETTERS,
RAISED 1/32"
REPEAT ALL TEXT IN CONTRACTED
GRADE #2 BRAILLE, PER TABLE
11B-703.3.1
PROVIDE HOLES AS SHOWN WHERE
TAMPER PROOF SCREWS ARE
SCHEDULED. NO HOLES FOR SIGNAGE
LOCATED AT GLASS, TYP.
+48" A.F.F. MIN.
3/8"
RADIUS CORNERS, TYP
INTERNATIONAL SYMBOL OF
ACCESSIBILITY
PROVIDE HOLES AS SHOWN
WHERE TAMPER PROOF SCREWS
ARE SCHEDULED
NOTE:
1. SIGN TYPE IS ENGRAVED LAMINATED
ACRYLIC.
2. MOUNT AT 60" AFF TO CENTERLINE
OF SIGN.
3. IF LOCATED WITH A ROOM
IDENTIFICATION SIGN, MOUNT THE
ISA CENTERED BELOW IT & AT +4'-0"
AFF TO CENTERLINE OF SIGN.
6"
6"
BUILDING ENTRANCE
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
4/3/2024 10:28:10 AM
Autodesk Docs://23016 City of Sacramento Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
ACCESSIBILITY
COMPLIANCE
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
G701
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
6" = 1'-0"G701
D1 CHANGE IN LEVELS
3/8" = 1'-0"G701
B1 MISC. MOUNTING HEIGHTS
3/8" = 1'-0"G701
C1 STAIRWAY SIGNAGE
3/8" = 1'-0"G701
A1 URINAL MOUNTING HEIGHT
1" = 1'-0"G701
A3 ACCESSIBLE SINK WITH CASEWORK
3" = 1'-0"G701
C3 ROOM IDENTIFICATION SIGNAGE
3" = 1'-0"G701
D3 ACCESSIBLE SIGN BUILDING SIGNAGE
# Date Revision
1 3.8.2024 Cycle 1
Review
UP
UP
KB
KB
CR
(E) SIDEWALK TO REMAIN
(E) 3,292SF BLDG TO
UNDERGO TENANT
IMPROVEMENTS
APN: 007-0341-001-0000
02:EL1
26:LW1
28TH STREET
32:SR1
32:RG1
02:TR1
02:DE1 02:UE1
APPX. 80 SF
APPX. 42 SF
32:WH1 32:WH1
32:WH1
26:LW1
26:LW1
26:LW1
02:UI2
1 1
1 6"W
6"W
6"W
6"W
1"W
1"W
6"W
02:UI3
1 A. FIELD VERIFY ALL EXISTING CONDITIONS AND THEIR
COMPATIBILITY WITH NEW CONSTRUCTION. COORDINATE
DISCREPANCIES WITH ARCHITECT PRIOR TO THE
COMMENCEMENT OF WORK.
B. PLAN WALL DIMENSIONS ARE TO GRID LINE OR FACE OF WALL STRUCTURE, UNLESS NOTED OTHERWISE. "CLEAR" DIMENSIONS
ARE TO FACE OF WALL FINISH.
C. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS
FOR MORE INFORMATION.
D. SEE G SERIES SHEETS FOR WALL TYPES AND TYPICAL
ACCESSIBILITY CLEARANCE AND COMPLIANCE REQUIREMENTS,
REGULATORY PLAN INFORMATION; INCLUDING RATED ASSEMBLY
EXTENTS, OCCUPANCY AND EGRESS SYSTEMS.
E. SEE A100SERIES DIMENSIONAL CONTROL PLANS FOR
ALIGNMENT / POSITION OF STRUCTURAL ELEMENTS AND OTHER
KEY DIMENSIONS.
F. WHERE NEW CONSTRUCTION INTERFACES WITH EXISTING,
PATCH AND REPAIR AS NECESSARY TO MATCH ORIGINAL
CONDITION.
G. PRIOR TO ANY EXCAVATION RELATED TO EXTERIOR WORK,
GENERAL CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES
IN AFFECTED AREA.
H. DO NOT SCALE DRAWINGS.
GENERAL NOTES -
SITE PLANS
1.THE CONTRACTOR SHALL FOLLOW THE GUIDELINES FOR THE CITY OF SACRAMENTO’S “ADMINISTRATIVE AND TECHNICAL PROCEDURES MANUAL FOR GRADING AND EROSION AND SEDIMENT CONTROL”
2.PRIOR TO THE COMMENCEMENT OF WORK, CONTRACTOR SHALL PLACE
FILTER BAGS IN AND GRAVEL BAGS AROUND ANY STORM DRAIN INLETS WHICH RECEIVE RUNOFF FROM THE LIMITS OF THE CONSTRUCTION ZONE.
CONTRACTOR SHALL MONITOR AND MAINTAIN THE FILTER BAGS AND GRAVEL BAGS UNTIL THE COMPLETION OF THE PROJECT.
3.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED
BEFORE AND AFTER ALL STORMS TO ENSURE MEASURES ARE
FUNCTIONING PROPERLY.
4.ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE SWEPT AT THE END OF EACH WORKING DAY OR AS NECESSARY.
EROSION AND SEDIMENT CONTROL NOTES
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
3/19/2024 11:22:54 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
ARCHITECTURAL
SITE PLAN
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
AS101
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
KEYNOTE LEGEND
TAG KEYNOTE TEXT
02:DE1 CAP AT STUB, ABANDON AND REMOVE (E) GAS
METER. COORDINATE SHUTOFF AND EXTENT
WITH PG&E.
02:EL1 EXISTING LANDSCAPE TO REMAIN
02:TR1 (E) TRANSFORMER TO REMAIN
02:UE1 (E) APPROXIMATE LOCATION OF ELECTRICAL
UNDERGROUND SECONDARY, V.I.F.
02:UI2 APPROXIMATE LOCATION OF (E) 6" WATER LINE
TO REMAIN
02:UI3 APPROXIMATE LOCATION OF (E) 1" WATER LINE
TO REMAIN
26:LW1 (E) LIGHT WELL TO REMAIN. PROVIDE (N) SPOT
LIGHT & PERFORATED METAL SCREEN.
32:RG1 (E) LANDSCAPE TO BE RE-GRADED
32:SR1 (N) STONE RIP-RAP AT (E) WINDOW WELL
32:WH1 (N) 1" DIA. WEEP HOLE @ 12" O.C. ON (E) LIGHT
WELL CONC WALL
1" = 10'-0"AS101
A6 PARTIAL ARCHITECTURAL SITE PLAN
# Date Revision
1 3.8.2024 Cycle 1
Review
1 STAMP
10-31-2
5 UP
UP
UP
UP
UP
CR
CR
CR
CG CG
CG
CG
CG CG
CG
CGCGCG CG
CG
CG
CG CG
CG
CGCG
A. FIELD VERIFY ALL EXISTING CONDITIONS AND THEIR
COMPATIBILITY WITH NEW CONSTRUCTION. COORDINATE
DISCREPANCIES WITH ARCHITECT PRIOR TO THE
COMMENCEMENT OF WORK.
B. ALL NEW WALL ASSEMBLIES ARE CONTINUOUS TO BOTTOM OF
DECK UNLESS NOTED OTHERWISE.
C. PLAN WALL DIMENSIONS ARE TO GRID LINE OR FACE OF WALL STRUCTURE, UNLESS NOTED OTHERWISE. "CLEAR" DIMENSIONS
ARE TO FACE OF WALL FINISH.
D. WHERE THE FINISH SCHEDULE OR INTERIOR ELEVATIONS CALL
FOR TILE, REPLACE GYPSUM BOARD SHOWN IN THE WALL'S
ASSEMBLY WITH TILE BACKER BOARD WHERE TILE OCCURS.
REPLACE OTHER GYPSUM BOARD SHOWN IN THAT WALL'S
ASSEMBLY WITH MOISTURE RESISTANT GYPSUM BOARD WHERE
NO TILE OCCURS.
E. PROVIDE BACKING / SUPPORT FOR ALL MOUNTED FIXTURES,
EQUIPMENT, CASEWORK, AND/OR SYSTEMS FURNITURE.
COORDINATE WITH FLOOR PLANS, AND INTERIOR ELEVATIONS
PRIOR TO THE COVERING OF STUD FRAMING. REFER TO
MANUFACTURER'S RECOMMENDATIONS WHERE APPLICABLE,
OTHERWISE REFER TO DETAILS ON A700 SHEET SERIES.
F. SEE CIVIL, STRUCTURAL, MECHANICAL AND ELECTRICAL
DRAWINGS FOR MORE INFORMATION.
G. SEE G SERIES SHEETS FOR WALL TYPES AND TYPICAL
ACCESSIBILITY CLEARANCE AND COMPLIANCE REQUIREMENTS,
REGULATORY PLAN INFORMATION; INCLUDING RATED ASSEMBLY
EXTENTS, OCCUPANCY AND EGRESS SYSTEMS.
H. SEE A100 SERIES DIMENSIONAL CONTROL PLANS FOR
ALIGNMENT / POSITION OF STRUCTURAL ELEMENTS AND OTHER
KEY DIMENSIONS.
I. WHERE NEW CONSTRUCTION INTERFACES WITH EXISTING,
PATCH AND REPAIR AS NECESSARY TO MATCH ORIGINAL
CONDITION.
J. WHERE PROVIDED, DOOR AND WINDOW DIMENSIONS ARE TO
EDGE OF OPENING. OPENING DIMENSIONS ARE NOMINAL.
CONTRACTOR SHALL COORDINATE DIMENSIONS OF ALL ROUGH
OPENINGS AND ACTUAL FRAME SIZES.
K. WHERE DOOR LOCATIONS ARE NOT DIMENSIONED, SEE DETAILS REFERENCED IN DOOR SCHEDULE BY SPECIFIC CONDITION.
OTHERWISE, THE HINGE SIDE OF DOOR ROUGH OPENINGS SHALL
BE LOCATED 4" FROM THE ADJACENT PERPENDICULAR WALL,
SUBJECT TO MAINTENANCE OF REQUIRED ADA CLEARANCES
REFERED IN THE G700 SHEET SERIES.
L. DO NOT SCALE DRAWINGS.
M. GENERAL CONTRACTOR SHALL SURVEY SITE THOROUGHLY FOR
ALL UNUSED EXISTING OPENINGS IN CONCRETE WALLS & FLOOR
SLAB TO REMAIN EXPOSED TO BE INFILLED. NOT ALL UNUSED
OPENINGS HAVE BEEN NOTED ON FLOOR PLANS. SEE FINISH
SCHEDULE & STRUCTURAL DRAWINGS FOR ADDTIONAL
INFORMATION.
GENERAL NOTES -
FLOOR PLANS
1 2
A
B
(E) STUDIO
(E) OFFICE (E) ELECTRICAL ROOM
(NO TENANT ACCESS)
(E) STORAGE
(N) MECHANICAL ROOM
(E) I.T.
(E) OFFICE
(E) ACCESSIBLE
TOILET
(E) ENTRY LOBBY
ACCESSIBLE
EXIT
ACCESSIBLE
ENTRY
(E) LIFT
B01 B02
B04
B03
B05
B06
B07
B08
B10
B09
BREAK
02:WW102:WW1
02:CW1
02:CD1
02:CA1
D2
A501
02:RL1
CORE
CONCRETE
ABOVE DOOR
FRAME
02:RL1
02:CS1
02:VF1
02:TE1
1 02:ES3
02:TE1
1 1
LEGEND
NOTE: HATCHING ANGLES MAY VARY DUE TO ANGLE OF WALL DRAWN, WHILE HATCHING PATTERN REMAINS SIMILAR. SEE ASSEMBLY SHEET
FOR WALL ASSEMBLY TYPES
(E) CONCRETE SLAB DEMO
(E) CONCRETE WALL TO REMAIN
(E) FRAMED WALL TO REMAIN
(N) GYP BD @ (E) FRAMED WALL
(N) METAL FRAMED WALL
(E) WALL TO BE REMOVED
CG (N) CORNER GUARD
KB (E) KNOX BOX TO BE REINSTALLED
CR (N) CARD READER
(E) CONCRETE SLAB DEMO, REINSTALL SHEET VINYL
1 2
A
B
72 SF
(E) ELECTRICAL ROOM
(NO TENANT ACCESS)
B08
91 SF
(E) OFFICE
B07
12 SF
(E) STORAGE
B09
18 SF
(E) I.T.
B06
91 SF
(N) MECHANICAL ROOM
B10
86 SF
(E) OFFICE
B04
207 SF
(E) ENTRY LOBBY
B01
(E) ACCESSIBLE
TOILET
B03
ACCESSIBLE
EXIT
ACCESSIBLE
ENTRY
(E) LIFT
200 SF
BREAK
B05
FULL HT CABINETS
B01 B02
B03
B04
B05
B06
B07 B08
B10
B09
M/W. REF.
15 SF
(N) JANITOR
B11
41' - 0"
41' - 0"
1 2
A
B
B11
A251
A6
A251
A4
DDB3
B2
B2
B2
B1
A1 A2
B3
B1
A2
C
A6
A301
A6
A301
D6
A301
D6
A301
25 SF
STO. CLO.
B05A
D3
A301
D3
A301
B05B
B05A
A501
D2
STORAGE
B05B
G
S3G
S3
S3
S3
S6
S3G S3G
G
G
A201
A5
A201
C5
A202
A6
A202
C6
03:CW1
23:EF1
03:CP1
06:WI1
TYP.
03:CP1
TYP.
03:CP1 TYP.
03:CP1
(ABOVE DOOR)
06:WI1
06:WI1
03:CP103:CP1
06:WI1
TYP.
03:CP1
07:WI1
05:PR1
02:CO1
02:RW1
02:DO1
TYP.
02:WP1
02:FV1
09:PR1
G
G
GG
G G
A1
G701
E1
A502
C2
A501
___ ___
E2
A701
07:FI1
TYP. OF 2
02:ER2
D1
A502
D1
A502
S3F
G
S3F
S3F
10:FC4
02:HR1
G
SC1
A2
V.I.F. 2' - 4"
G
S3G
02:EP2
S3F
05:PG1
A4
A502
03:CS109:VF1
1 TYP.
10:FS1
08:DS1
A6
A502
1 1
1 10:TE1 10:TE1
1 D1
A502
1 18" CLR. MIN.
1 1
2 2
A A
B B
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
4/3/2024 10:29:05 AM
Autodesk Docs://23016 City of Sacramento Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
BASEMENT
FLOOR PLAN
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
A101
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
KEYNOTE LEGEND
TAG KEYNOTE TEXT
02:CA1 (E) FE CABINET TO BE RELOCATED
02:CD1 PROVIDE 16"X16" OPENING FOR DUCT IN (E)
CONCRETE. SEE MECH. & STRUCTURAL
DWGS. FOR ADDITIONAL INFORMATION
02:CO1 (E) COLUMN TO REMAIN, PAINT TO MATCH
ADJACENT WALL
02:CS1 SAWCUT (E) CONCRETE SLAB FOR (N)
SEWER LINE. SEE DETAIL 4/S4.1
02:CW1 CORE (E) CONC. WALL AS NEEDED FOR
DOMESTIC WATER PIPING, 2" MAX DIA.
INFILL W/ ACOUSTIC SEALANT. SEE
PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.
02:DO1 DOOR SHALL HAVE (N) OVERHEAD STOP
02:EP2 (E) ELECTRICAL PANELS, REFER TO
ELECTRICAL PLANS
02:ER2 (E) EQUIPMENT TO REMAIN
02:ES3 (E) EXIT SIGN TO REMAIN
02:FV1 REPLACE (E) URINAL FLUSH VALVE INTO
MANUAL SLOAN FLUSH VALVE, FIX VALVE
WATER LEAK. FLUSH VALVE TO BE 44" MAX.
AFF
02:HR1 (E) HANDRAIL EXTENSIONS TO REMAIN
02:RL1 CORE (E) CONCRETE FOR REFRIGERANT
LINE AS NEEDED, 2" MAX DIA, INFILL W/
ACOUSTIC SEALANT, SEE MECH.
02:RW1 (E) RETAINING WALL TO REMAIN
02:TE1 (E) SIGN TO BE REMOVED AND SALVAGED
FOR RE-INSTALLATION
02:VF1 PULL BACK (E) SHEET VINYL FLOORING, FOR
SLAB DEMO. RE-INSTALL AND RE-WELD AT
JOINTS AS REQUIRED.
02:WP1 PAINT BASEMENT WINDOW BARS, 1 COAT
PRIMER, 2 COATS PAINT TO MATCH
BUILDING
02:WW1 DEMO. PORTION OF (E) CONC. WINDOW
WELL FOR DRAINAGE. SEE DETAIL FOR
DIMENSIONS AND SPACING
03:CP1 INFILL (E) UNUSED CONCRETE OPENING.
SEE FINISH SCHEDULE FOR ADDITIONAL
INFORMATION.
03:CS1 (N) CONCRETE SLAB PATCH @ (N) SEWER
LINE, SEE 1/S4.1.
03:CW1 PROVIDE OPENING FOR (N) HVAC DUCT AT
(E) CONC. WALL, 16" X 16" MAX. OPENING,
PROVIDE INFILL FRAMING
05:PG1 (N) PIPE HANDRAIL, PAINT 1 COAT PRIMER, 2
COATS PAINT
05:PR1 (N) PIPE GUARDRAIL. PAINT 1 COAT PRIMER,
2 COATS PAINT.
06:WI1 INFILL PORTION OF (E) CONCRETE OPENING,
SEE MECHANICAL DRAWINGS FOR
ADDITIONAL INFORMATION
07:FI1 (N) CLOSED CELL SPRAY FOAM INSULATION;
FILL CAVITY, AND PROVIDE BREAK METAL
COVER
07:WI1 INFILL @ (E) WINDOW OP'G BLACK PAINTED
PLYWOOD (FACING GLAZING), METAL
STUDS, AND SHEETROCK INTERIOR
08:DS1 (N) DURABLE DOOR SIGN AT ELECTRICAL
ROOM W/ 3" MIN. LETTERS IN CONTRASTING
COLOR TO THE BACKGROUND READING
"ELECTRICAL ROOM"
09:PR1 PAINT ALL RAILINGS- 1 COAT PRIMER, 2
COATS PAINT TO MATCH BUILDING., TYP.
INTERIOR AND EXTERIOR
09:VF1 (E) VINYL FLOORING, REAPPLY HEAT WELDS
AS NEEDED TO MATCH EXISTING
10:FC4 (N) LOCATION OF (E) SURFACE-MOUNTED
FIRE EXTINGUISHER CABINET
10:FS1 PROVIDE (N) FIRE RATED WALL ASSEMBLY
SIGN/ STENCILS AT (E) FIRE RATED WALLS
10:TE1 RE-INSTALL (E) EXIT SIGN
23:EF1 120V EXHAUST FAN, SEE ELECTRICAL
1/4" = 1'-0"A101
A6 BASEMENT FLOOR PLAN - DEMOLITION
1/4" = 1'-0"A101
A4 BASEMENT FLOOR PLAN - NEW
# Date Revision
1 3.8.2024 Cycle 1
Review
1 1
1 1
1 1
1 1
UP
UP
UP
UP
UP
CR
CR
CG CGCG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
KB
KB
CG CG
CR
1 1
2 2
A A
B B
(E) HALL
(E) ENTRY LOBBY
(E) UTILITY CLOSET
(E) ACCESSIBLE
TOILET
11 12
13 I15
(E)14
DN
7' - 9 1/2"
41' - 0"
41' - 0"
(NO TENANT
ACCESS)
02:DM1
02:DL1
02:AL1
02:EP2
02:FRP
1 2
A A
B
132 SF
OPEN OFFICE /
RECEPT.
018
757 SF
GALLERY / EVENT
SPACE
014
75 SF
(E) UTILITY CLOSET
013
12 11
13 I15I15
I19 UP
81 SF
(E) ENTRY LOBBY
011
140 SF
(E) ACCESSIBLE
TOILET
012
DN
(N) CASED OPENING
32 SF
(E) HALL
I019
6' - 0"
10' - 2"
4' - 9"
9' - 9"
1 2
A
B
A6
A301
A6
A301
D6
A301
D6
A301
D3
A301
D3
A301
G
G
G
S6
A201
A5
A201
C5
A202
A6
A202
C6
E2 F G F
E2
F
G
F
E1
E1 E2
E2
E1
E1
H
S3
S3
2' - 4 5/8" 4' - 0"
A251
B2
B4
02:FD1
09:FR1
02:AL1
09:PR1
09:PR1
03:FP1
08:DD1
A4
A601
___ ___
7' - 2" +/-
32:MF1
05:RL1
02:AS1
08:ED1
CLEAR
5' - 3"
ALIGN
10:AE1
09:PR1
G
G
G
G
VIF
7' - 4 1/2"
A3
A501
___ ___A4
A501
___ ___
4"
6"
8"
4"
07:MF9
TYP.
05:AI1
E3
A701
C3
A501
C4
A501
G
09:PR1
09:PR1
10:FC2
A251 D2
8"
TYP.
10:KB1
A6
A601
___ ___
10:KB1
S3
SC-1
S3G
10:PT2
A2
A502
TYP.
10:FS1
A6
A502
1 TYP.
10:FS1
A6
A502
1 A. FIELD VERIFY ALL EXISTING CONDITIONS AND THEIR
COMPATIBILITY WITH NEW CONSTRUCTION. COORDINATE
DISCREPANCIES WITH ARCHITECT PRIOR TO THE
COMMENCEMENT OF WORK.
B. ALL NEW WALL ASSEMBLIES ARE CONTINUOUS TO BOTTOM OF
DECK UNLESS NOTED OTHERWISE.
C. PLAN WALL DIMENSIONS ARE TO GRID LINE OR FACE OF WALL STRUCTURE, UNLESS NOTED OTHERWISE. "CLEAR" DIMENSIONS
ARE TO FACE OF WALL FINISH.
D. WHERE THE FINISH SCHEDULE OR INTERIOR ELEVATIONS CALL
FOR TILE, REPLACE GYPSUM BOARD SHOWN IN THE WALL'S
ASSEMBLY WITH TILE BACKER BOARD WHERE TILE OCCURS.
REPLACE OTHER GYPSUM BOARD SHOWN IN THAT WALL'S
ASSEMBLY WITH MOISTURE RESISTANT GYPSUM BOARD WHERE
NO TILE OCCURS.
E. PROVIDE BACKING / SUPPORT FOR ALL MOUNTED FIXTURES,
EQUIPMENT, CASEWORK, AND/OR SYSTEMS FURNITURE.
COORDINATE WITH FLOOR PLANS, AND INTERIOR ELEVATIONS
PRIOR TO THE COVERING OF STUD FRAMING. REFER TO
MANUFACTURER'S RECOMMENDATIONS WHERE APPLICABLE,
OTHERWISE REFER TO DETAILS ON A700SHEET SERIES.
F. SEE CIVIL, STRUCTURAL, MECHANICAL AND ELECTRICAL
DRAWINGS FOR MORE INFORMATION.
G. SEE G SERIES SHEETS FOR WALL TYPES AND TYPICAL
ACCESSIBILITY CLEARANCE AND COMPLIANCE REQUIREMENTS,
REGULATORY PLAN INFORMATION; INCLUDING RATED ASSEMBLY
EXTENTS, OCCUPANCY AND EGRESS SYSTEMS.
H. SEE A100 SERIES DIMENSIONAL CONTROL PLANS FOR
ALIGNMENT / POSITION OF STRUCTURAL ELEMENTS AND OTHER
KEY DIMENSIONS.
I. WHERE NEW CONSTRUCTION INTERFACES WITH EXISTING,
PATCH AND REPAIR AS NECESSARY TO MATCH ORIGINAL
CONDITION.
J. WHERE PROVIDED, DOOR AND WINDOW DIMENSIONS ARE TO
EDGE OF OPENING. OPENING DIMENSIONS ARE NOMINAL.
CONTRACTOR SHALL COORDINATE DIMENSIONS OF ALL ROUGH
OPENINGS AND ACTUAL FRAME SIZES.
K. WHERE DOOR LOCATIONS ARE NOT DIMENSIONED, SEE DETAILS REFERENCED IN DOOR SCHEDULE BY SPECIFIC CONDITION.
OTHERWISE, THE HINGE SIDE OF DOOR ROUGH OPENINGS SHALL
BE LOCATED 4" FROM THE ADJACENT PERPENDICULAR WALL,
SUBJECT TO MAINTENANCE OF REQUIRED ADA CLEARANCES
REFERED IN THE G700 SHEET SERIES.
L. DO NOT SCALE DRAWINGS.
M. GENERAL CONTRACTOR SHALL SURVEY SITE THOROUGHLY FOR
ALL UNUSED EXISTING OPENINGS IN CONCRETE WALLS & FLOOR
SLAB TO REMAIN EXPOSED TO BE INFILLED. NOT ALL UNUSED
OPENINGS HAVE BEEN NOTED ON FLOOR PLANS. SEE FINISH
SCHEDULE & STRUCTURAL DRAWINGS FOR ADDTIONAL
INFORMATION.
GENERAL NOTES -
FLOOR PLANS
LEGEND
NOTE: HATCHING ANGLES MAY VARY DUE TO ANGLE OF WALL DRAWN, WHILE HATCHING PATTERN REMAINS SIMILAR. SEE ASSEMBLY SHEET
FOR WALL ASSEMBLY TYPES
(E) CONCRETE SLAB DEMO
(E) CONCRETE WALL TO REMAIN
(E) FRAMED WALL TO REMAIN
(N) GYP BD @ (E) FRAMED WALL
(N) METAL FRAMED WALL
(E) WALL TO BE REMOVED
CG (N) CORNER GUARD
KB (E) KNOX BOX TO BE REINSTALLED
CR (N) CARD READER
(E) CONCRETE SLAB DEMO, REINSTALL SHEET VINYL
1/4" = 1'-0"A102
A6 LEVEL 01 FLOOR PLAN -DEMOLITION
1/4" = 1'-0"A102
A4 LEVEL 01 FLOOR PLAN -NEW
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
4/2/2024 12:47:40 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt LEVEL 01
FLOOR PLAN
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
A102
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
KEYNOTE LEGEND
TAG KEYNOTE TEXT
02:AL1 EXISTING ACCESSIBLE LIFT TO REMAIN
02:AS1 (E) ABANDONED NO ACCESS STAIRWAY TO
REMAIN
02:DL1 DEMOLISH (E) WASTE DROP TO BASEMENT
PER PLUMBING DRAWINGS. PREPARE FOR
RELOCATION, AND EXTENSION OF EXISTING
SANITARY VENT LINE
02:DM1 (E) DOOR AND METAL SURROUND TO BE
REMOVED
02:EP2 (E) ELECTRICAL PANELS, REFER TO
ELECTRICAL PLANS
02:FD1 (E) DRINKING FOUNTAIN. ADJUST HEIGHT IF
REQUIRED AFTER INSTALLATION OF (N)
FLOORING
02:FRP REMOVE (E) FRP PANEL & GYP BOARD FOR
WASTE DROP RELOCATION
03:FP1 PATCH HOLES IN FLOOR, TYP, REFERENCE
ELECTRICAL PLAN FOR FLOOR BOX
LOCATIONS
05:AI1 INFILL ALL GAPS BETWEEN TOP LANDING &
EXTERIOR WALL WITH ANGLE IRON PAINTED
TO MATCH EXISTING BUILDING. ALL GAPS
>1/2" TO BE FILLED
05:RL1 (N) ALUMINUM ROOF ACCESS LADDER WITH
A SECURITY PANEL, PAINT TO MATCH (E)
ACCENT GREEN CONCRETE
07:MF9 EXTERIOR DRIP EDGE FLASHING ABOVE
BEAM, 18 GA. 4X ANGLE
08:DD1 (N) DOOR PAIR TO REPLACE (E) NON CODE
COMPLIANT PAIR. EXTERIOR DECORATIVE
METAL CLADDING TO MATCH (E) DOOR.
08:ED1 (N) EXIT DEVICES ON (E) DOOR AND (N)
LOCKS (REMOVE BLANK ESCUTCHEONS)
09:FR1 (N) FRP PANEL AND SUBSTRATE AT WASTE
DROP RELOCATION, MATCH IN KIND
09:PR1 PAINT ALL RAILINGS- 1 COAT PRIMER, 2
COATS PAINT TO MATCH BUILDING., TYP.
INTERIOR AND EXTERIOR
10:AE1 INSTALL SIGN READING "THIS IS NOT AN
ACCESSIBLE EXIT"
10:FC2 (N) SEMI-RECESSED FIRE EXTINGUISHER
CABINET
10:FS1 PROVIDE (N) FIRE RATED WALL ASSEMBLY
SIGN/ STENCILS AT (E) FIRE RATED WALLS
10:KB1 RELOCATE (E) KNOX BOX TO 5'-0" MAX AFF.
PATCH HOLES AT FORMER MOUNTING
LOCATION
10:PT2 (N) 24" X 36" TOILET PARTITION PANEL TO
INFILL (E) WINDOW. MATCH (E) HADRIAN INC
PARTITION SYSTEM
32:MF1 (N) 7'-0" TALL ORNAMENTAL METAL FENCING
# Date Revision
1 3.8.2024 Cycle 1
Review
1 1
STAMP
10-31-2
5 1 2
A A
B
ALIGN CL OF (N) HSS FRAME W/ CL OF (E) CONC. BEAMS BELOW 22' - 5" (VIF)
VIF
10' - 2"
18' - 11 13/128" 11' - 3"
A6
A301
A6
A301
D6
A301
D6
A301
D3
A301
D3
A301
41' - 0"
41' - 0"
201
02:RR1
23:HB1
02:PV1
23:HU1
23:CD1
08:MG1
02:RC1
23:VP1
02:VP1
23:ER1
02:CB1
05:RL1
07:WP2
02:RD1
14' - 9"2' - 4"2' - 5"2' - 4"2' - 2"2' - 4"3' - 10 13/128" 07:MF10
11 1/4"1' - 2"
TYP.
07:RS1
A6
A501
VIF
1 1' - 8 1/2"
42" MIN
TYP.
07:SF1
23:CD1
05:SB3
TYP. OF 4
D3
A502
E3
A502
D3
A502
D5
A502
A. COORDINATE ALL PENETRATIONS OF ROOF SYSTEM
WITH MECHANICAL AND ELECTRICAL DRAWINGS.
B. COORDINATE ALL EQUIPMENT LOCATIONS WITH
MECHANICAL AND ELECTRICAL DRAWINGS.
C. PROVIDE ROOF PROTECTION TO ALL ROOF TOP
EQUIPMENT.
D. PROVIDE BUILT-UP TAPERED INSULATION ROOF
CRICKETS AT ALL LOCATIONS OF CURBS, ROOFTOP
EQUIPMENT, STAIR AND ELEVATOR OVERRUNS ETC.
TO ALLOW POSITIVE DRAINAGE AND PREVENT
PONDING.
E. TAPERED INSULATION SLOPE TO BE 1/4" PER FOOT
MINIMUM. SLOPE AS INDICATED ON PLANS.
F. WHERE ROOF TO VERTICAL WALL INTERSECTIONS
OCCUR, RUN MEMBRANE MINIMUM 8" UP WALL.
REFER TO DETAILS FOR TERMINATION.
G. ROOF MEMBRANE TO BE 80 MIL MINIMUM THICKNESS
UNLESS NOTED OTHERWISE.
H. SLOPE ALL CRICKETS AS SHOWN AT A MINIMUM OF
1/4" PER FOOR, UNLESS NOTED OTHERWISE.
I. WALKPAD TO BE PROVIDED FROM ROOF ACCESS TO
ALL ROOFTOP EQUIPMENT THAT REQUIRES
MAINTENANCE.
J. PROVIDE CONCRETE SPLASHBLOCK FOR ANY
DOWNSPOUTS THAT DRAIN ONTO ROOF MEMBRANE.
K. ALL MECHANICAL ROOF TOP EQUIPMENT TO BE
NEATLY ORGANIZED AT A MINIMUM DISTANCE OF
15'-0" FROM PARAPET AND SCREEN OUT OF VIEW
FROM STREETS AND PUBLIC SPACES.
L. DO NOT SCALE DRAWINGS.
GENERAL NOTES -
ROOF PLANS
1 2
A A
B
9' - 5"
16' - 9"2' - 4"
02:WR1
02:CC1
02:RC3
02:RC4
RF1
1/4" / 1'-0"
(E) SLOPE
1/4" / 1'-0"
(E) SLOPE DN
02:MS1
TYP.
02:ER1
02:RS1
TYP.
02:SD2
1/4" = 1'-0"A121
A4 ROOF PLAN - NEW
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
3/19/2024 10:28:31 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
ROOF PLAN
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
A121
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
1/4" = 1'-0"A121
A6 ROOF PLAN - DEMO
KEYNOTE LEGEND
TAG KEYNOTE TEXT
02:CB1 (E) CONCRETE BEAMS BELOW (E) DECK
02:CC1 (E) SHEETMETAL FLASHING CAP OVER (E)
CHIMNEY TO REMAIN
02:ER1 (E) EXHAUST TO REMAIN MODIFY PER
MECHANICAL DRAWINGS
02:MS1 MECH SCREEN FOOTPRINT DENOTED ON
PREVIOUSLY APPROVED COLDSHELL
IMPROVEMENT (COM 2019989)
02:PV1 (E) PIPE VENT TO REMAIN. ENSURE PROPER
CLEARANCES FROM SCREEN.
02:RC1 RELOCATED (E) CONDENSER. PROVIDE (N)
UNIT CURBS INSTALL FLASHING AND
WATERPROOF AS REQUIRED. (E) PIPE
PENETRATION TO BE RE-USED. (E)
CONDENSER & CURBS TO BE REMOVED AND
RELOCATED.
02:RC3 (E) CONDENSER TO BE RELOCATED
02:RC4 (E) MECH. UNIT CURB TO REMAIN
02:RD1 (E) ROOF DRAINS, OVERFLOWS
02:RR1 (E) ROOFING, CRICKETS, AND WELLS TO
REMAIN
02:RS1 (E) OVERFLOW SCUPPER TO REMAIN, TYP
OF 3
02:SD2 DEMO PORTION OF (E) ROOF ASSEMBLY,
PREP FOR INSTALLATION OF (N)
MECHANICAL SCREEN FRAME
02:VP1 (E) VENT PIPE TO REMAIN
02:WR1 (E) WALKPAD TO REMAIN
05:RL1 (N) ALUMINUM ROOF ACCESS LADDER WITH
A SECURITY PANEL, PAINT TO MATCH (E)
ACCENT GREEN CONCRETE
05:SB3 (N) STEEL TUBE KICKER; COORDINATE WITH
STRUCTURAL
07:MF10 CAP ALL PENETRATIONS THROUGH THE
ROOF WITH SHEETMETAL FLASHING AND
RODENT SCREENS. REFERENCE
MECHANICAL DRAWINGS
07:RS1 (N) CONT. SEALANT & PAINT @ (E)
OVERFLOW SCUPPER. PAINT TO MATCH (E)
ACCENT GREEN CONCRETE
07:SF1 (N) TREMCO TPA ROOF ASSEMBLY PATCH
TO MATCH (E). SEE ASSEMBLY TYPE RF1 ON
G501
07:WP2 (N) TREMCO TPA WALKPAD
08:MG1 (N) GATE AT MECH SCREEN, PAINTED TO
MATCH GREEN CONCRETE. METAL PANELS
TO MATCH SURROUNDING PANELS
23:CD1 (N) CONDENSER
23:ER1 MODIFIED VENT, SEE MECHANICAL
DRAWINGS
23:HB1 ROOFTOP HOSE BIBB FOR SERVICING HVAC
EQUIPMENT
23:HU1 (N) HVAC UNIT
23:VP1 (N) VENT. PATCH ROOFING
# Date Revision
10-31-2
5 CG CG
CG
CG
CG CG
CG
CGCG
A. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION REGARDING CEILING
FIXTURES
B. THE CEILING HEIGHT SHOWN IN THE ROOM TAG
INDICATES THE HEIGHT OF THE DOMINANT CEILING
FINISH. SEE ADDITIONAL CEILING FINISH CALLOUTS FOR
OTHER CEILING HEIGHTS OR FEATURES.
C. EXISTING CEILINGS AT BASEMENT ARE UNDERSIDE OF
EXPOSED CONCRETE SLAB; TO REMAIN. EXISTING
CEILINGS AT FIRST FLOOR ARE UNDERSIDE OF EXPOSED
ROOF SLAB. (E) SHALL BE PARTIALLY EXPOSED. PROVIDE
(N) CEILINGS AS SHOWN.
D. THE CONTRACTOR SHALL COORDINATE ALL TRADES TO
ENSURE THAT DESIGNATED CEILING HEIGHTS CAN BE
ACHEIVED. NOTIFY ARCHITECT OF ANY CONFLICTS OR
CONDITIONS THAT PREVENT THIS FROM OCCURRING
BEFORE PROCEEDING WITH THE WORK.
E. PROVIDE REQUIRED BLOCKING AND SUPPORT FOR
CEILING FANS AND ALL OTHER CEILING MOUNTED
FIXTURES.
F. PROVIDE APPROPRIATE TRIM OR ESCUTCHEONS FOR
ALL ITEMS PENETRATING CEILINGS FROM FINISH SPACE.
G. LIGHT FIXTURES IN CEILINGS TO RECEIVE BATT
INSULATION ON TOP SHALL HAVE A BOX OUT TO
PROTECT THE INSULATION FROM THE HEAT OF THE
LIGHT SOURCE.
H. ALL SOFFIT DIMENSIONS ARE TO FACE OF FINISH
MATERIAL.
I. SEE G SERIES SHEETS FOR EXPANSION JOINT
SCHEDULE.
J. FOR TYPICAL CEILING AND SEISMIC BRACING DETAILS,
REFER TO A700 SHEET SERIES.
K. DO NOT SCALE DRAWINGS.
L. ALL EXPOSED CONDUITS, DUCTS, BEAMS, COLUMNS,
OTHER EXPOSED STRUCTURE, PIPING TO BE PAINTED
MATT BLACK, UNO. SEE FINISH SCHEUDLE FOR
ADDITIONAL INFORMATION.
GENERAL NOTES -
REFLECTED CEILING PLANS
1 1
2 2
A A
B B
BREAK
B05
(E) OFFICE
B07
(E) ELECTRICAL ROOM
(NO TENANT ACCESS)
B08
(E) STORAGE
B09
(N) MECHANICAL ROOM
B10
(N) JANITOR
B11
(E) I.T.
B06
(E) OFFICE
B04
(E) ENTRY LOBBY
B01
(E) ACCESSIBLE
TOILET
7' - 8" A.F.F.
A6
A301
A6
A301
D6
A301
D6
A301
D3
A301
D3
A301
02:CO102:CO1
STORAGE
B05B
STO. CLO.
B05A
09:WI1
09:WI1
03:CP1
A3
A501
___ ___A4
A501
___ ___
C2
A501
___ ___
02:ES3
02:CH1
7' - 8" A.F.F.
7' - 8" A.F.F.
7' - 8" A.F.F.
7' - 9" A.F.F. 7' - 9" A.F.F.
7' - 1 1/2" A.F.F.
7' - 2 3/4" A.F.F.
7' - 0" A.F.F.
1 1
2 2
A A
B B
BREAK
(E) OFFICE (E) ELECTRICAL ROOM
(NO TENANT ACCESS)
(E) STORAGE
(N) MECHANICAL ROOM
(E) I.T.
(E) OFFICE(E) ENTRY LOBBY
(E) ACCESSIBLE
TOILET
A3
A501
___ ___A4
A501
___ ___
C2
A501
___ ___
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
3/19/2024 10:28:32 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
REFLECTED
CEILING PLAN
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
A151
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
KEYNOTE LEGEND
TAG KEYNOTE TEXT
02:CH1 (E) C-CHANNEL HEADER TO REMAIN
02:CO1 (E) COLUMN TO REMAIN, PAINT TO MATCH
ADJACENT WALL
02:ES3 (E) EXIT SIGN TO REMAIN
03:CP1 INFILL (E) UNUSED CONCRETE OPENING. SEE
FINISH SCHEDULE FOR ADDITIONAL
INFORMATION.
09:WI1 INFILL OPENING WITH METAL FRAMING, FILL
CAVITY WITH ACOUSTIC INSULATION AND SEAL
ALL AROUND. PROVIDE 5/8" GYP BD FLUSH WITH
ADJACENT SURFACE
1/4" = 1'-0"A151
A3 BASEMENT LEVEL - REFLECTED CEILING PLAN - NEW
1/4" = 1'-0"A151
A6 BASEMENT LEVEL - REFLECTED CEILING PLAN - DEMOLITION # Date Revision
10-31-2
5 J
J
J
J
J
J
J
A. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION REGARDING CEILING
FIXTURES
B. THE CEILING HEIGHT SHOWN IN THE ROOM TAG
INDICATES THE HEIGHT OF THE DOMINANT CEILING
FINISH. SEE ADDITIONAL CEILING FINISH CALLOUTS FOR
OTHER CEILING HEIGHTS OR FEATURES.
C. EXISTING CEILINGS AT BASEMENT ARE UNDERSIDE OF
EXPOSED CONCRETE SLAB; TO REMAIN. EXISTING
CEILINGS AT FIRST FLOOR ARE UNDERSIDE OF EXPOSED
ROOF SLAB. (E) SHALL BE PARTIALLY EXPOSED. PROVIDE
(N) CEILINGS AS SHOWN.
D. THE CONTRACTOR SHALL COORDINATE ALL TRADES TO
ENSURE THAT DESIGNATED CEILING HEIGHTS CAN BE
ACHEIVED. NOTIFY ARCHITECT OF ANY CONFLICTS OR
CONDITIONS THAT PREVENT THIS FROM OCCURRING
BEFORE PROCEEDING WITH THE WORK.
E. PROVIDE REQUIRED BLOCKING AND SUPPORT FOR
CEILING FANS AND ALL OTHER CEILING MOUNTED
FIXTURES.
F. PROVIDE APPROPRIATE TRIM OR ESCUTCHEONS FOR
ALL ITEMS PENETRATING CEILINGS FROM FINISH SPACE.
G. LIGHT FIXTURES IN CEILINGS TO RECEIVE BATT
INSULATION ON TOP SHALL HAVE A BOX OUT TO
PROTECT THE INSULATION FROM THE HEAT OF THE
LIGHT SOURCE.
H. ALL SOFFIT DIMENSIONS ARE TO FACE OF FINISH
MATERIAL.
I. SEE G SERIES SHEETS FOR EXPANSION JOINT
SCHEDULE.
J. FOR TYPICAL CEILING AND SEISMIC BRACING DETAILS,
REFER TO A700 SHEET SERIES.
K. DO NOT SCALE DRAWINGS.
L. ALL EXPOSED CONDUITS, DUCTS, BEAMS, COLUMNS,
OTHER EXPOSED STRUCTURE, PIPING TO BE PAINTED
MATT BLACK, UNO. SEE FINISH SCHEUDLE FOR
ADDITIONAL INFORMATION.
GENERAL NOTES -
REFLECTED CEILING PLANS
1 1
2 2
A A
B B
GALLERY / EVENT
SPACE
(E) UTILITY CLOSET
(E) HALL
OPEN OFFICE /
RECEPT.
(E) ENTRY LOBBY
(E) ACCESSIBLE
TOILET
10'-0" AFF
1 1
2 2
A A
B B
(E) UTILITY CLOSET
013
(E) HALL
I019
GALLERY / EVENT
SPACE
014
OPEN OFFICE /
RECEPT.
018
(E) ENTRY LOBBY
011(E) ACCESSIBLE
TOILET
012
AC1
9' - 0"
1 2
A
B
A6
A301
A6
A301
D6
A301
D6
A301
D3
A301
D3
A301
8' - 0"8' - 0"8' - 0"
(E) GYP
10' - 6"
9' - 11 1/2" A.F.F.
3' - 4 3/8"
4' - 10" 18' - 0"
14' - 0"
3' - 8"
1' - 0" 5' - 0" 3/8"
26:LT1
CLR.
9 1/2"
1' - 6" 1 1' - 0"
8' - 0"
CLR.
1 ' - 0" 5' - 0"
AC1
8' - 6"
AC1
8' - 0"
4' - 0"
4' - 0"
EQ EQ
3' - 8"
EQ EQ
2' - 0"
TYP.
26:LT1
EQEQ
REFLECTED CEILING
PLAN LEGEND
ACX2: 2'x4' ACOUSTICAL CEILING
SYSTEM
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
3/19/2024 10:28:33 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
REFLECTED
CEILING PLAN
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
A152
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
KEYNOTE LEGEND
TAG KEYNOTE TEXT
26:LT1 TRACK LIGHTING; SEE ELECTRICAL
1/4" = 1'-0"A152
A6 LEVEL 01 - REFLECTED CEILING PLAN - DEMOLITION
1/4" = 1'-0"A152
A3 LEVEL 01 - REFLECTED CEILING PLAN - NEW
# Date Revision
10-31-2
5 A. COORDINATE GRADING SHOWN ON ELEVATIONS WITH
CIVIL DRAWINGS.
B. REFER TO CIVIL DRAWINGS FOR REAL WORLD DATUM
REFERENCES.
C. PROVIDE GUTTERS AND DOWN SPOUTS w/ HEAT CABLE,
SNOW FENCES, AND SNOW CLIPS - SEE ROOF PLAN.
D. FOR TYPICAL WALL ASSEMBLIES INCLUDING MATERIAL
DESIGNATIONS AND DETAILING APPROACH, SEE A350 &
G500 SERIES SHEETS.
E. ALL EXPOSED UNFINISHED STEEL TO BE PAINTED
UNLESS DIRECTED BY ARCHITECT.
F. DO NOT SCALE DRAWINGS.
GENERAL NOTES -
BUILDING ELEVATIONS
LEVEL 01
9' - 0"
12 INTERMEDIATE LANDING
5' - 6"
T.O. PARAPET
22' - 8"
T.O. MECH. SCEEN
28' - 0"
3' - 6"
5' - 4"
B.O. 1ST FLOOR DECK
8' - 7"
B.O. ROOF SLAB
20' - 11 15/32"
A6
A301
A6
A301
CEILING
17' - 6"
T.O. SIDEWALK - NORTH
2' - 11 9/32"
05:RL1
08:MG1
08:MG2
32:MF1
26:LW1
32:RI1
02:RS2
32:RW1
LEVEL 01
9' - 0"
B.O. FASCIA
19' - 0"
1 2
T.O. PARAPET
22' - 8"
T.O. MECH. SCEEN
28' - 0"
T.O. SIDEWALK
3' - 6"
A6
A301
A6
A301
CEILING
17' - 6"
T.O. SIDEWALK - NORTH
2' - 11 9/32"
02:RS1
02:WR2
02:PD1
02:PW1
02:AL2
02:PW1
09:PB1
02:KB1
08:RD1
E4
A502
5' - 0" MAX.
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
3/19/2024 10:28:34 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
EXTERIOR
ELEVATIONS
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
A201
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
1/4" = 1'-0"A201
C5 NORTH ELEVATION
1/4" = 1'-0"A201
A5 SOUTH ELEVATION
Keynote Legend
Key Value Keynote Text
02:AL2 (E) LIFT TO REMAIN
02:KB1 RELOCATED KNOX BOX
02:PD1 (N) PAINT AT (E) DOOR, COLOR TO MATCH
COPPER SURROUND AT EAST ELEVATION
02:PW1 (E) PAINT AT CONCRETE WALLS TO REMAIN
02:RS1 (E) OVERFLOW SCUPPER TO REMAIN, TYP OF 3
02:RS2 (E) SCUPPER - CONNECT TO (N) RAIN WATER
LEADER. PAINT TO MATCH CONCRETE
02:WR2 ALL (E) WINDOWS TO REMAIN
05:RL1 (N) ALUMINUM ROOF ACCESS LADDER WITH A
SECURITY PANEL, PAINT TO MATCH (E) ACCENT
GREEN CONCRETE
08:MG1 (N) GATE AT MECH SCREEN, PAINTED TO MATCH
GREEN CONCRETE. METAL PANELS TO MATCH
SURROUNDING PANELS
08:MG2 (N) MECH SCREEN, 5'-4" ABOVE PARAPET AS PER
PRE-APPROVED ON COLDSHELL IMPROVEMENT
(COM 2019989), COLOR TO MATCH GREEN
CONCRETE
08:RD1 (N) RAIN DRIP @ (E) TRANSOM WINDOW
09:PB1 PAINT (E) BEAM AND FLASHING
26:LW1 (E) LIGHT WELL TO REMAIN. PROVIDE (N) SPOT
LIGHT & PERFORATED METAL SCREEN.
32:MF1 (N) 7'-0" TALL ORNAMENTAL METAL FENCING
32:RI1 REMOVE ALL IVY OR VINES GROWING WITHIN
THE BUILDING WALLS. PAINT ONE COAT PRIMER
AND TWO COATS PAINT.
32:RW1 ALL EXTERIOR ABANDONED WIRES TO BE
REMOVED. PATCH HOLES, PAINT WALL TO
MATCH (E) COLOR SCHEME
# Date Revision
10-31-2
5 A. COORDINATE GRADING SHOWN ON ELEVATIONS WITH
CIVIL DRAWINGS.
B. REFER TO CIVIL DRAWINGS FOR REAL WORLD DATUM
REFERENCES.
C. PROVIDE GUTTERS AND DOWN SPOUTS w/ HEAT CABLE,
SNOW FENCES, AND SNOW CLIPS - SEE ROOF PLAN.
D. FOR TYPICAL WALL ASSEMBLIES INCLUDING MATERIAL
DESIGNATIONS AND DETAILING APPROACH, SEE A350 &
G500 SERIES SHEETS.
E. ALL EXPOSED UNFINISHED STEEL TO BE PAINTED
UNLESS DIRECTED BY ARCHITECT.
F. DO NOT SCALE DRAWINGS.
GENERAL NOTES -
BUILDING ELEVATIONS
LEVEL 01
9' - 0"
B.O. FASCIA
19' - 0"
AB
INTERMEDIATE LANDING
5' - 6"
T.O. PARAPET
22' - 8"
T.O. MECH. SCEEN
28' - 0"
T.O. SIDEWALK
3' - 6"
D6
A301
D6
A301
D3
A301
D3
A301
CEILING
17' - 6"
02:PW1
02:MS2
02:EL2
MAX AFF
5' - 0"
02:KB1
02:EL2
05:RL1
LEVEL 01
9' - 0"
B.O. FASCIA
19' - 0"
A B
T.O. PARAPET
22' - 8"
T.O. MECH. SCEEN
28' - 0"
T.O. GRADE (NORTH)
4' - 10"
T.O. SIDEWALK
3' - 6"
D6
A301
D6
A301
D3
A301
D3
A301
CEILING
17' - 6"
T.O. SIDEWALK - NORTH
2' - 11 9/32"
02:WR2
02:PW1
02:UI1
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
3/19/2024 10:28:35 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
EXTERIOR
ELEVATIONS
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
A202
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
KEYNOTE LEGEND
TAG KEYNOTE TEXT
02:EL2 (E) EXTERIOR LOCKS KNOX BOX, RE-USE
EXISTING CLOSERS
02:KB1 RELOCATED KNOX BOX
02:MS2 (N) MECH SCREEN, 5'-4" ABOVE PARAPET AS PER
PRE-APPROVED ON COLDSHELL IMPROVEMENT
(COM 2019989), COLOR TO MATCH GREEN
CONCRETE
02:PW1 (E) PAINT AT CONCRETE WALLS TO REMAIN
02:UI1 REMOVE (E) UTILITY INFRASTRUCTURE, PATCH
AND PAINT AFTER REMOVAL
02:WR2 ALL (E) WINDOWS TO REMAIN
05:RL1 (N) ALUMINUM ROOF ACCESS LADDER WITH A
SECURITY PANEL, PAINT TO MATCH (E) ACCENT
GREEN CONCRETE
1/4" = 1'-0"A202
C6 EAST ELEVATION
1/4" = 1'-0"A202
A6 WEST ELEVATION
# Date Revision
10-31-2
5 A. SEE REFLECTED CEILING PLANS FOR CEILING
FEATURES AND CEILING FINISH LOCATIONS.
B. SEE PLANS, SECTIONS, SCHEDULES AND ADDITIONAL
DETAILS FOR MORE MATERIAL AND FINISH
INFORMATION.
C. ENSURE THAT ALL REQUIRED FIXTURE AND CABINET
CLEARANCES AND OTHER REQUIREMENTS ARE
MAINTAINED PURSUANT TO ADAAG AND ANSI A117.1.
SEE G700 SERIES SHEETS FOR GENERAL GUIDANCE ON
COMMON MOUNTING HEIGHTS.
D. WHERE THE FINISH SCHEDULE OR INTERIOR
ELEVATIONS CALL FOR TILE, REPLACE GYPSUM BOARD
SHOWN IN THE WALL'S ASSEMBLY WITH TILE BACKER
BOARD WHERE TILE OCCURS. REPLACE OTHER
GYPSUM BOARD SHOWN IN THAT WALL'S ASSEMBLY
WITH MOISTURE RESISTANT GYPSUM BOARD WHERE
NO TILE OCCURS.
E. PROVIDE BACKING / SUPPORT FOR ALL MOUNTED
FIXTURES, EQUIPMENT, CASEWORK, AND/OR SYSTEMS
FURNITURE. COORDINATE WITH FLOOR PLANS, AND
INTERIOR ELEVATIONS PRIOR TO THE COVERING OF
STUD FRAMING. REFER TO MANUFACTURER'S
RECOMMENDATIONS WHERE APPLICABLE, OTHERWISE
REFER TO DETAILS ON A700 SHEET SERIES.
F. ON ALL EXPOSED CABINET SIDES, INCLUDING KNEE
OPENINGS, PROVIDE FINISHED FACE TO MATCH
CABINET FRONTS.
G. WHERE BACKSPLASHES ARE NOTED, PROVIDE
SIDESPLASHES WHENEVER COUNTERTOPS ARE
ADJACENT TO WALLS.
H. ALL MILLWORK LOCK/KEYING TO BE COORDINATED
WITH OWNER & ARCHITECT.
I. THE CONTRACTOR IS TO COORDINATE WALK
THROUGH(S) WITH THE OWNER AND THE ARCHITECT TO
REVIEW PLACEMENT OF ELECTRICAL, MECHANICAL AND
OTHER EQUIPMENT ITEMS FOR KEY ROOMS.
SCHEDULING OF ROOM REVIEWS SHOULD BE
COORDINATED DURING THE OAC MEETINGS.
J. DO NOT SCALE DRAWINGS.
GENERAL NOTES -
INTERIOR ELEVATIONS
152
36"
34"
24"
QTY ( )2
111
24"
34"
24"
12:PC1
10:AS2
2' - 9 1/2"
26:GC1
12:AD1
11:TF1
02:MD1 26:SD2
26:SD3
QTY ( )2
402
36"
84"
24"
LOCKABLE
QTY ( )2
222
36"
34"
24"
B3
D
1' - 6" 3' - 0"
10:AS2
26:SL1
1 1/2" VIF
OPEN
10:CG1
8' - 0" CLR
7' - 0"OPEN
D.F.
ENCLOSURE
(BEYOND)
GALLERY / EVENT
SPACE
014
10:CG1
26:LT1
02:GB2
02:EL2
V.I.F.
E
XISTING OPENING SIZE
A6
A601
___ ___
08:IS1
08:PB1
A4
A601
___ ___
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
3/19/2024 10:28:36 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
INTERIOR
ELEVATIONS
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
A251
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
KEYNOTE LEGEND
TAG KEYNOTE TEXT
02:EL2 (E) EXTERIOR LOCKS KNOX BOX, RE-USE
EXISTING CLOSERS
02:GB2 (E) GLASS BLOCKS TO REMAIN. REINSTALL
DAMAGED GLASS BLOCKS AS REQUIRED AFTER
INSERTION OF STRUCTURAL BEAM
02:MD1 (E) OPENING TO BE USED FOR MECHANICAL
DUCTING. INFILL UNUSED AREA WITH FRAMING
GWB AND SEALANT. BOTH SIDES.
08:IS1 1" EXTERIOR INSULATED SPANDREL UNIT,
COATING #4, TEMPERED
08:PB1 (N) PANIC BARS ATTACHED TO DOORS
10:AS2 ADJUSTABLE SHELVES
10:CG1 CORNER GUARD
11:TF1 FRIDGE BY TENANT
12:AD1 FULLY ACCESSIBLE. COORS O SWING OPEN 90
DEG (NO TOE KICK). TO ALLOW 36" X 48" CLEAR
FLOOR SPACE. CARRY FLOORING FINISHES AND
BASE UNDER SINK.
12:PC1 PLAM COUNTERTOPS AND BACKSPLASH
26:GC1 DEDICATED GFCI CIRCUIT FOR MICRO
26:LT1 TRACK LIGHTING; SEE ELECTRICAL
26:SD2 (N) CAP @ (E) FIRE SMOKE DAMPER, SEE
MECHANICAL
26:SD3 (N) SUPPLY DUCT @ (E) FIRE SMOKE DAMPER,
SEE MECHANICAL
26:SL1 (E) SUSPENDED PENDANT LIGHT, HUNG ABOVE
CASEWORK TO AVOID CONFLICT
1/2" = 1'-0"A251
A4 BREAK - SOUTH ELEVATION
1/2" = 1'-0"A251
A6 ARCHIVE - NORTH ELEVATION
1/2" = 1'-0"A251
B2 GALLERY/ EVENT SPACE- SOUTH ELEVATION
1/2" = 1'-0"A251
B4 GALLERY/EVENT SPACE- WEST ELEVATION
1/2" = 1'-0"A251
D2 EXISTING ENTRY WALL- EAST ELEVATION
1/2" = 1'-0"A251
A2 BREAK - WEST ELEVATION
# Date Revision
10-31-2
5 A. WALL DIMENSIONS ARE TO GRID LINE OR FACE
OF WALL STRUCTURE. "CLEAR" DIMENSIONS ARE
TO FACE OF WALL FINISH.
B. SEE CIVIL, STRUCTURAL, MECHANICAL AND
ELECTRICAL DRAWINGS FOR MORE
INFORMATION.
C. SEE G SERIES SHEETS FOR WALL TYPES AND
TYPICAL ACCESSIBILITY CLEARANCE AND
COMPLIANCE REQUIREMENTS.
D. DO NOT SCALE DRAWINGS.
GENERAL NOTES -
BUILDING SECTIONS
LEVEL 01
9' - 0"
BASEMENT LEVEL
0' - 0"
BASEMENT LEVEL
0' - 0"
A B
T.O. PARAPET
22' - 8"
T.O. PARAPET
22' - 8"
T.O. MECH. SCEEN
28' - 0"
T.O. MECH. SCEEN
28' - 0"
D6
A301
D6
A301
BREAK
B05
D3
A301
D3
A301
CEILING
17' - 6"
(E) ENTRY LOBBY
B01
(E) ENTRY LOBBY
011
GALLERY / EVENT
SPACE
014
STORAGE
B05B
4"
02:CB1
A501
C2
7' - 1 1/2"
HALL CEILING
19' - 0"
7' - 9"
7"
23:HP1
LEVEL 01
9' - 0"
BASEMENT LEVEL
0' - 0"
1 2
INTERMEDIATE LANDING
5' - 6"
T.O. MECH RM SLAB
-2' - 5"
T.O. PARAPET
22' - 8"
T.O. MECH. SCEEN
28' - 0"
A6
A301
A6
A301
CEILING
17' - 6"
F
B2
BREAK
B05
STO. CLO.
B05A
GALLERY / EVENT
SPACE
014
(N) MECHANICAL ROOM
B10
A601
A4
(E) HALL
I019
GALLERY / EVENT
SPACE
014
HALL CEILING
19' - 0"
2' - 5"
A502
E3
LEVEL 01
9' - 0"
BASEMENT LEVEL
0' - 0"
12 T.O. MECH RM SLAB
-2' - 5"
T.O. PARAPET
22' - 8"
T.O. MECH. SCEEN
28' - 0"
T.O. FASCIA
19' - 10"
A6
A301
A6
A301
CEILING
17' - 6"
GALLERY / EVENT
SPACE
014
(E) OFFICE
B07
(E) ELECTRICAL ROOM
(NO TENANT ACCESS)
B08
(E) UTILITY CLOSET
013
STORAGE
B05B
E1
B1
E2
B2
7' - 8"
HALL CEILING
19' - 0"
7' - 1 1/2"
06:WI103:CP1
02:SL223:SD1
A701
D4 C2
A701
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
3/19/2024 10:28:37 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
BUILDING
SECTIONS
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
A301
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
KEYNOTE LEGEND
TAG KEYNOTE TEXT
02:CB1 (E) CONCRETE BEAMS BELOW (E) DECK
02:SL2 (E) SUSPENDED PENDANT LIGHT
03:CP1 INFILL (E) UNUSED CONCRETE OPENING. SEE
FINISH SCHEDULE FOR ADDITIONAL
INFORMATION.
06:WI1 INFILL PORTION OF (E) CONCRETE OPENING,
SEE MECHANICAL DRAWINGS FOR ADDITIONAL
INFORMATION
23:HP1 (N) HEAT PUMP
23:SD1 (N) SUPPLY DUCT 12"X6", TIGHT TO BEAM ABOVE,
SEE MECHANICAL
1/4" = 1'-0"A301
A6 NORTH SOUTH SECTION
1/4" = 1'-0"A301
D6 EAST WEST SECTION 1
1/4" = 1'-0"A301
D3 EAST WEST SECTION 2
# Date Revision
10-31-2
5 D6
A501
D4
A5011/2" / 1'-0"
1/2" / 1'-0" 1/2" / 1'-0"
2 3/4" / 1'-0"
(N) CONCRETE INFILL AT (E) WINDOW WELL,
SLOPE TO DRAIN, MIN 1/2":1'-0"
(N) 3"W X 15.5"H KEYWAY CUT
INTO (E) WINDOW WELL CURB
(N) STONE RIP-RAP SET INTO
MORTAR
C2
A501
___ ___
BASEMENT LEVEL
0' - 0"
A
1' - 8"
8"
(23.65')
T.O. SIDEWALK - NORTH
2' - 11 9/32" (26.59')
1/2" / 1'-0"
7"
BASEMENT LEVEL
0' - 0"
A
T.O. GRADE (NORTH)
4' - 10"
T.O. SIDEWALK - NORTH
2' - 11 9/32"
(23.65')
(26.59')
1/2" / 1'-0"
(N) CONCRETE INFILL, PROVIDE #4 REBAR 12" OC EA. WAY
6" (V.I.F.)
2' - 0"
1' - 8 1/4"
3/8" 1' - 8 1/4" 3/8"
OFFSET
7"
1 3/8"
1' - 4"
3' - 6"17' - 9" (V.I.F.)
7" MIN
SECTION ELEVATION
PROVIDE (N) NON-
SHRINK GROUT @
TOP BRACKET
(N) ALUMINUM
LADDER W/ FACTORY-
APPLIED POWDER
COAT
PLAN AT FLAT CONC. WALL PLAN AT SCALLOPED CONC. WALL
1 1/2" MAX 5,000 PSI
HIGH-STRENGTH NON-
SHRINK GROUT
10"
1' - 0"
2" TYP.
B B
A A
PER MFR, 6'-0" OC MAX6" MAX
(N) ALUMINUM LADDER BRACKET
(N) NEOPRENE FOAM TAPE
(N) 24GA GSM COUNTERFLASHING
(E) MEMBRANE FLASHING TO REMAIN
8" V.I.F.
SECION AT PARAPET
C-C
3/8" THICK x 2" x AS REQ'D
6061-T6 ALUMINUM BENT
PLATE
1/2" DIA SS KB-TZ2 W/ 4 1/2"
MIN. EMBED INTO (E)
CONC. WALL
1/4"
2"
2"(N) LADDER BRACKET PER MFR
(N) LADDER BRACKET
PER MFRA-A B-B
2 3/4" MIN. EDGE DISTANCE
LEVEL 01
9' - 0"
B
4"
SEE PLAN
(E) CONC. FILLED METAL
DECK TO REMAIN
(N) 18GA METAL ANGLE.
PAINT TO MATCH BUILDING.
FASTEN W/ 1/4"DIA. x 1 5/8"
SS TITEN ANCHORS @ 16
OC.
(E) CONC. WALL TO REMAIN
LEVEL 01
9' - 0"
B
4"
2"
1/4" : 1'-0"
(E) Wx TO
REMAIN
(N) 24GA GSM FLASHING,
PAINTED TO MATCH (E) Wx.
FASTEN W/ 1/4"DIA. x 1 5/8" SS
TITEN ANCHORS @ 16 OC.
FILL SCALLOPED
CONCRETE W/
NON-SHRINK
GROUT
10"
20"53"
7' - 0"
1" 2"
FOOTING DEPTH
36" MIN.
3" LATCH CLEARANCE 2" HINGE CLEARANCE
FENCE POST
1" SQUARE 14GA
PICKET
1-3/4" CROSS RAIL
GATE UPRIGHT
2" SQUARE
WELD ON BOX
HINGE
SEE SCHEDULE
NOTES:
1. SEE POST SCHEDULE AND SPECIFICATIONS FOR SIZING
CHART AND SETTING DIMENSIONS
3 3/4" TYP.
10"
20"
1"
7' - 0"
2"
FOOTING DEPTH
36" MIN.
8' - 0" O.C.
53"
NOTES:
1. SEE POST SCHEDULE AND SPECIFICATIONS
FOR SIZING CHART AND SETTING
DIMENSIONS
3-3/4" TYP.
FENCE POST
1" SQUARE 14GA
PICKET
1-3/4" CROSS RAIL
A
(E) WINDOW TO REMAIN
GYP. CORNER BEAD
(N) 3/4" FINISH PLYWOOD
(W/ POLYURATHANE SEALER)
OVER 3/4" PLYWOOD NAILER
(N) CONT. BACKER ROD & SEALANT
AT ALL EDGES
GYP. CORNER BEAD
(1) LAYER 5/8" GYPSUM BOARD
(2) LAYER OF 5/8" GYPSUM BOARD
UP TO STRUCTURE/ CONCRETE
BEAM ABOVE.
MINIMUM POST SIZES
PANEL HEIGHTFENCE POSTS
GATE LEAF
GATE HEIGHT
UP TO & INCLUDING 4' OVER 4' UP TO & INCLUDING 6' OVER 6' UP TO & INCLUDING 8' UP TO 4' 2-1/2" x 12Ga. 3" X 12Ga. 3" X 12Ga.
3" x 12Ga. 7' - 0" HEIGHT
ORNAMENTAL METAL FENCE POST SCHEDULE
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
3/19/2024 10:28:38 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
ARCHITECTURAL
DETAILS
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
A501
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
3/4" = 1'-0"A501
D2 WINDOW WELL INFILL
3/4" = 1'-0"A501
D4 SECTION AT WINDOW WELL INFILL KEYWAY
3/4" = 1'-0"A501
D6 SECTION AT WINDOW WELL INFILL
1/2" = 1'-0"A501
A6 EXTERIOR LADDER
1 1/2" = 1'-0"A501
A3 METAL ANGLE INFILL
1 1/2" = 1'-0"A501
A4 METAL FLASHING AT (E) Wx
1/2" = 1'-0"A501
C4 (N) ORNAMENTAL METAL FENCE GATE
1/2" = 1'-0"A501
C3 (N) ORNAMENTAL METAL FENCE
1 1/2" = 1'-0"A501
C2 WINDOW CASING
# Date Revision
10-31-2
5 (N) 24GA PRE-FINISHED BREAK
METAL, FULL HEIGHT. FASTEN W/
1/4" DIA. X 1 5/8" SS STEEL TITEN HD
@24"OC
(N) CLOSED CELL SPRAY FOAM
INSULATION
(E) CONCRETE WALLS TO REMAIN
(N) CONT. BEAD OF
SEALANT AT ALL SIDES
(N) 1-5/8" METAL STUD FRAMING EA.
SIDE, SEE STRUCTURAL DETAIL 3/S4.1
(N) 5/8" GYP. BOARD
(N) DUCT WHERE OCCURS,
PER MECHANICAL
(N) STORM COLLAR
(E) CONC. WALL TO REMAIN
(N) STEEL SQUARE TUBE
(N) STAINLESS CLAMP
(N) TREMCO TPA FLASHING,
FULLY ADHERED
(N) PREMOLDED CORNER,
HOT AIR WELD
(N) SEALANT
(N) METAL RAIN HOOD
MIN.
8"
TREMCO 60MIL TPA MEMBRANE, FULLY
ADHERED
HOT AIR WELD
(E) CONC DECK TO REMAIN
(N) RIGID INSULATION. ADHERE W/ TREMCO
LOW-RISE FOAM INSULATION ADHESIVE
(N) COVER BOARD. ADHERE W/ TREMCO
LOW-RISE FOAM INSULATION ADHESIVE
VERTICAL SECTION
ELEVATION
HORIZONTAL SECTION
SUBFRAME - 5"x3"x1/4" ALUMINUM ANGLE
HINGE - HEAVY DUTY 0.120" THICKNESS
ALUMINUM CONTINUOUS PIANO HINGE (0.250"PIN DIAMETER)
BLADE - 0.081" THICKNESS TYPE 6063-T5 EXTRUDED ALUMINUM FRAME - 4"x3"x1/4" ALUMINUM ANGLE
DOORSTOP - 2"x1"x1/8" ALUMINUM ANGLE
3'-4" TO ROOFING SURFACE
CUSTOM LATCH, SEE DETAIL
MFR. COMPENENTS:
SCREEN HEIGHT PER SCHEDULE
PER SCHEDULE
G
ATE WIDTH
1/2" 1/2"
B4
A502
1/2" 3/4"
FRAME WIDTH
2 1/2"
(N) NON-SHRINK GROUT
(E) CONCRETE WALL TO REMAIN
(N) ALUMINUM DRIP EDGE FLASHING
1/4" DIA X 1 5/8" SS TITEN ANCHOR W/
NEOPRENE WASHER, INSTALL @ 16" OC
PLAN
SECTION
(N) CONT. SEALANT
2 1/2"
2"
1"
ELEVATION
PLAN
1" X 1" X 6" X 1/4" THICK ALUMINUM L-ANGLE
HANDLE, WELD TO PLATE
1/4" ALUMINUM PLATE WELDED TO ALUMINUM L -
ANGLES
ALUMINUM L-ANGLE SCREEN CLOSURE AT GATE BY
ARCHITECTURAL LOUVER ALUMINUM L-ANGLE SCREEN CLOSURE
BY ARCHITECTURAL LOUVER
4" 6" 1/4" ALUMINUM PLATE WELDED TO
ALUMINUM L-ANGLE
1" DIA HOLE AT EA. PLATE FOR
PADLOCK
1" X 1" X 6" X 1/4" THICK ALUMINUM L-
ANGLE HANDLE, WELD TO PLATE
1' - 4"
(N) 24GA GALV. METAL COUNTER FLASHING
(N) 24GA METAL CONT. CLEAT
(N) 60MIL TREMCO TPA FLASHING OVER
CURB, FULLY ADHERED, HEAT WELDED
TO FIELD MEMBRANE
(E) CONCRETE
DECK TO REMAIN
SEE 2/M401 FOR ANCHORING
8"
(E) TREMCO TPA ROOFING
ASSEMBLY TO REMAIN
6"
(N) 60MIL TREMCO TPA
ROOFING ASSEMBLY,
LAPPED OVER (E) MEMRANE
TREMCO TPA WALK PAD HEAT
WELDED IN PLACE ALL 4 SIDES.
DO NOT CROSS FIELD SEAMS.
START AND STOP WALK PAD
INSTALLATION 2" FROM FIELD
SEAM
ROOFING SYSTEM
FEILD SEAMHEAT WELDED OUTSIDE EDGE
TPA WALK PAD
TPA MEMBRANE
4" MIN
V.I.F.
2' - 0"
(N) 24" X 36" TOILET PARTITION PANEL TO INFILL (E) WINDOW.
MATCH (E) HADRIAN INC PARTITION SYSTEM
(E) WINDOW TO REMAIN
(E) TOILET PARTITION DOOR TO REMAINRETURN METAL HANDRAIL TO WALL @ TOP & BOTTON OF STAIR
1 1/2" O.D. STEEL PIPE HANDRAIL
1 1/2" 1 1/2"
1 1/2"
TO TREAD
34" MIN. TO 38" MAX
RETURN METAL HANDRAIL TO
WALL @ TOP & BOTTOM OF STAIR
1 1/2" O.D. STEEL PIPE HANDRAIL
3" DIAMETER STEEL MOUNTING
PLATE @ 4'-0" O.C. WITH (2)
EXPANSION BOLTS
(E) CONCRETE WALL TO
REMAIN
(4 1/2" MAX)
3"
1-HOUR FIRE AND SMOKE BARRIER
- PROTECT ALL OPENINGS
3" HIGH MINIMUM LETTERING,
WITH 3/8" MINIMUM STROKE
IDENTIFICATION SIGN/ STENCIL SHALL BE:
1. LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR -CEILING OR ATTIC SPACES.
2. LOCATED WITHIN 15 FT OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FT.
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
3/19/2024 10:28:39 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
ARCHITECTURAL
DETAILS
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
A502
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
1 1/2" = 1'-0"A502
E1 INFILL AT (E) FLUE - PLAN VIEW
3" = 1'-0"A502
D1 FRAMED INFILL @ (E) CONC. WALL OPENING - SECTION
NOT TO SCALEA502
E3 ROOF MEMBRANE FLASHING AT TUBE STEEL
3" = 1'-0"A502
D3 ADHERED TPA ROOFING SYSTEM
1 1/2" = 1'-0"A502
B2 MECHANICAL SCREEN ACCESS GATE
6" = 1'-0"A502
E4 DRIP EDGE FLASHING
3" = 1'-0"A502
B4 MECHANICAL SCREEN ACCESS GATE LATCH
1 1/2" = 1'-0"A502
D5 PRE FAB CURB RAIL DETAIL
6" = 1'-0"A502
E5 WALK PAD WELD
1 1/2" = 1'-0"A502
A2 TOILET PARTITION INFILL PANEL - ENLARGED PLAN
3" = 1'-0"A502
A4 STEEL PIPE HANDRAIL
# Date Revision
1 3.8.2024 Cycle 1
Review
1" = 1'-0"A502
A6 MARKING & IDENTIFICATION OF FIRE ASSEMBLIES1
10-31-2
5 A. FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP
DRAWING SUBMITTAL & SUBSEQUENT FABRICATION
OF ALL DOOR AND WINDOW FRAMES.
B. DOOR AND FRAME ASSEMBLIES SHALL COMPLY WITH
ALL GENERAL NOTES & LEGENDS, DOOR AND FRAME
DETAILS, HARDWARE AND OTHER COMPONENTS
INDICATED BY THE "DOOR SCHEDULE(S)", AS WELL AS
ALL PROJECT REQUIREMENTS AS SPECIFIED.
C. ALL HARDWARE TO HAVE B.H.M.A. 626, U26D SATIN
CHROME FINISH OR EQ, UNLESS NOTED OTHERWISE.
D. PROVIDE CLEARANCE REQUIRED BY ACCESSIBILITY
CODES ANSI A117.1 AND ADAAG AT ALL DOORS, AS
DEPICTED IN DETAILS ON G700 SHEET SERIES.
E. DO NOT SCALE DRAWINGS.
F. CITY STANDARD IS SCHLAGE AND ALLEGION
HARDWARE. NO ALTERNATIVES WILL BE ACCEPTED
WITHOUT ACCEPTED SUBMITTAL FROM CITY PM.
GENERAL NOTES -
DOOR & WINDOW TYPES
DOOR - SEE SCHEDULE
HOLLOW METAL FRAME
PAINTED, BEYOND
SCHEDULED FLOOR
OFFSET SADDLE THRESHOLD,
SET IN BED OF MASTIC.
5 1/2"
3/4"
DOOR - SEE SCHEDULE
HOLLOW METAL FRAME
PAINTED, BEYOND
SCHEDULED FLOOR
SADDLE THRESHOLD, SET IN
BED OF MASTIC.
5"
1/4"
DOOR - SEE SCHEDULE
THRESHOLD ELEVATOR
HOLLOW METAL FRAME
PAINTED, BEYOND
SCHEDULED FLOOR
PANIC/SADDLE THRESHOLD,
SET IN BED OF MASTIC.
1 1/4"
3/4"
5"
FRAME TYPE: H2B
HOLLOW METAL
SINGLE @ FRAMED WALL
2" 2"
SCHED
SEE
SEE SCHEDULE 2"
FRAME TYPE: H4
HOLLOW METAL
DOUBLE
2"
SEE SCHEDULE 2"
2"
SCHED
SEE
FRAME TYPE: H2A
HOLLOW METAL
SINGLE @ CONC. WALL
3/4" 3/4"
SCHED
SEE
SEE SCHEDULE 3/4"
DOOR TYPE: SF
SCHED
SEE
SEE SCHEDULE
SEE SCHEDULE
1 DOOR TYPE: DN
(EXISTING HOLLOW METAL
DOOR TO REMAIN)
DOOR TYPE:
DG
10"
SCHED
SEE
1 DOOR TYPE: MS
SCHED
SEE
SEE SCHEDULE
DOOR TYPE: DF
DOOR LOUVER WHERE APPLIES
VARIES1' - 6"
EQ.
2' - 0"
EQ.
DOOR SCHEDULE LEGEND
ARMOR PLATEAP
AL
CR
ALUMINUM
CARD READER: MATCH BUILDING
STANDARD. TIE INTO EXISTING
SYSTEM. PROVIDE POWER AS REQD.
EXIT EXIT DEVICE
ETR EXISTING TO REMAIN
FLITE 5/16" THICK, FIRE RATED CERAMIC
GLASS, CLEAR PREMIUM GRADE
FM FLOOR MOUNTED
DD DOUBLE DOOR
HDH HEAVY DUTY HINGE
HM 16 GAUGE HOLLOW METAL
KL KNURLED LEVEL HARDWARE
KP 12" HIGH KICKPLATE
LL LEAD LINED, COORDINATE THICKNESS
WITH USER'S PHYSICIST
LT LIGHT-TIGHT SEAL KIT FOR DARK
ROOMS BY ARKAY #RSK36 OR SIMILAR
MDH MEDIUM DUTY HINGE
OH OVERHEAD MOUNT
SC SWING CLEAR
TEMP 1/4" TEMPERED SAFETY GLASS
WD WOOD
WM WALL MOUNTED
WIRE 1/4" WIRE GLASS
1 15/16" 1 15/16"
INTERIOR HMF
(NOTES 1 & 2)
16 GA.
WELDED
Z-CLIP
NOTES:
1. 16 GA Z-CLIPS WELDED TO FRAME, SCREW TO STUDS W/ (2) #10 STS PER Z-CLIP, TYP.
2. LOCATION OF WELDED Z-CLIPS:
JAMBS: 6" FROM TOP OF FRAME
9" FROM BOTTOM OF FRAME; 24" MAX. O.C.
HEAD: 6" FROM EACH END OF FRAME; 24" MAX.O.C.
3. 3/8" DIA. WEDGE ANCHOR @ BOTTOM OF DOOR FRAME, FASTEN W/ HILTI KWIK BOLT II (2 1/2" MIN. EMBED INTO CONRETE PAD).
MATERIALS + 1/8"
T
HICKNESS OF DETAILED
1/2" 1/2"
5/8"
2"
AT CASED
OPENING
FRAME WIDTH
INTERIOR
DOUBLE JAMB
HOLLOW METAL FRAME
W/ WELDED ANCHOR, SEE
5/8 GWB
UNO
3 1/4"
B2
A601
1' - 0"
1' - 0"
INTERNATIONAL SYMBOL OF
ACCESSIBILITY SIGN
OPTION: ISA AND TEXT MAY BE
COMBINED ON ONE SIGN.
6'-8" MIN
A.F.F.
INTERNATIONAL SYMBOL
OF ACCESSIBILITY
(TEXT)
(RM #)
(BRAILLE)
3/8" - 1/2"
ROOM IDENTIFICATION3 1/2"
10"
PROVIDE HOLES AS SHOWN
WHERE TAMPER PROOF
SCREWS ARE SCHEDULED,
TYP.
REPEAT ALL TEXT IN
CONTRACTED GRADE #2
BRAILLE
3/4" MIN HIGH LETTERS;
CENTERED
RADIUS CORNERS, TYP
NOTE:
1. SIGN TYPE IS ENGRAVED LAMINATED
ACRYLIC
2. ROOM NAMES AND NUMBERS PER
SIGNAGE SCHEDULE.
3. MOUNT AT +5'-0" AFF TO CENTERLINE OF
SIGN, TYPICAL.
4. FOR ROOM NAMES LONGER THAN SPACE
ALLOWED, INCREASE SIGN HEIGHT IN 1-
INCH INCREMENTS AND ADD LINES OF TEXT
AS NEEDED.
(E) GLASS BLOCKS TO REMAIN
(N) 16GA BREAK SHAPE METAL
FASTENED W/ #10 SMS @ 8" OC TOP
AND BOTTOM
(E) BOTTOM COURSE OF GLASS BLOCKS
TO BE REMOVED
(N) MORTAR AT GLASS BLOCK BASE
(N) 22GA, PRE-FINISHED FLASHING,
SLOPED TO DRAIN.
V.I.F.
1 3/8"
V.I.F.
4"
V.I.F.
1 1/2"
1/4":1'-0"
(E) CONCRETE WALL BEYOND TO REMAIN
(N) CONT. BACKER ROD &
SEALANT EA. SIDE
(N) 16 GA METAL BREAK SHAPE, PAINT TO
MATCH (E) FRAME
(N) HSS BEAM W/ WOOD SHIMS AS
REQUIRED FOR DOOR FRAME, SEE
STRUCTURAL
(N) SILICONE EXTRUSION OVER CONT.
SEALANT AT (N) BREAK SHAPE
(N) 22GA PRE-FINISHED
COUNTERFLASHING @ DOOR
2"
3"
1"
(N) 22GA PRE-FINISHED METAL
PANEL W/ RIDGE PATTERN TO
MATCH (E)
(N) 22GA GSM CONT. CLEAT,
FASTEN W/ #10 SMS @ 10" OC
NOTE
(E) BOTTOM COURSE OF GLASS BLOCK WINDOW
TO BE REMOVED FOR INSTALLATION OF (N) DOOR
& HEADER. CONTRACTOR SHALL SUBMIT
ENGINEERED TEMPORARY SHORING SHOP
DRAWINGS FOR REVIEW AND APPROVAL.
(N) 3/4" CDX PLYWOOD, FASTEN W/
SIMPSON TBP1460, COUNTERSUNK @
16"OC. PAINT PLYWOOD TO MATCH (E)
WALL, PROVIDE CONT. SEALANT ALL SIDES
INTERIOREXTERIOR
(N) SELF-ADHERED FLASHING
(E) DOOR FRAME TO BE REMOVED
(N) WOOD SHIM, SHAPED AS
NECCESARY FOR SLOPED FLASHING
(N) 16GA BREAK SHAPE METAL
FASTENED W/ (2) ROWS OF 0.157"
DIA HILTI X-U P8 TH @ 8" OC
(N) 22GA PRE-FINISHED METAL
EYEBROW W/ CURVED CLOSRE AT
EA. END TO MATCH (E) DESIGN
3/4"
V.I.F.
5 1/4"
(N) DOOR FRAME
80" AFF
(N) DOOR HEADER
(BRAILLE)
3/8"
REPEAT TEXT IN CONTRACTED
GRAD #2 BRAILLE
LETTERS 3/4" HIGH, TYP.
TACTILE EXIT ROUTE
+54" A.F.F.
48" - 60" MAX TO C.L. OF SIGN
REPEAT TEXT IN CONTRACTED
GRAD #2 BRAILLE
LETTERS 3/4" HIGH, TYP.
TACTILE EXIT
+54" A.F.F.
48" - 60" MAX TO C.L. OF SIGN
NOTE: SIGNS SHALL BE OF ENGRAVED LAMINATED ACRYLIC.
WHITE TEXT ON BLACK BACKGROUND
(BRAILLE)
3/8"
4 3/8"
6"
4"
2 1/8"
INTERIOR
(E) CONC. WALL TO REMAIN
HOLLOW METAL FRAME
W/ CONC. ANCHOR
(N) METAL PANELEXTERIOR
(N) NON-SHRINK GROUT
ALIGN
3/4"
V.I.F.
5 1/4"
(E) GLASS BLOCKS TO REMAIN
(E) BOTTOM COURSE OF GLASS BLOCKS
TO BE REMOVED
(N) MORTAR AT GLASS BLOCK BASE
V.I.F.
6 7/8"
(E) CONCRETE WALL BEYOND TO REMAIN
(N) 16 GA METAL BREAK SHAPE
(N) HSS BEAM SEE STRUCTURAL
(N) 3/4" CDX PLYWOOD, NOTCH ENDS AS
REQUIRED TO FIT OVER HSS SIDE PLATE.
FASTEN W/ SIMPSON TBP1460,
COUNTERSUNK @ 16"OC. PAINT TO MATCH
(E) WALL, PROVIDE CONT. SEALANT ALL
SIDES
INTERIOREXTERIOR
(N) 5,000 PSI HIGH-
STRENGTH GROUT
WITH DEPTH AS REQ'D
WHERE CONCRETE
WALL OCCURS BELOW
(N) UPTURNED END DAM OVER SAF
(N) 22GA PRE-FINISHED METAL
PANEL W/ RIDGE PATTERN TO
MATCH (E)
(N) SELF-ADHERED FLASHING
80" AFF
(N) DOOR HEADER
1"
1 1/4"
1/4"1 3/4"
3/8"
CUTOUT = ORDER SIZE
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
3/19/2024 10:28:40 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
WINDOW AND
DOOR
SCHEDULES
AND TYPES
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
A601
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
3" = 1'-0"A601
A3 THRESHOLD DETAIL - OFFSET SADDLE
3" = 1'-0"A601
A2 THRESHOLD DETAIL - SADDLE
3" = 1'-0"A601
A1 THRESHOLD DETAIL - SADDLE/ELEVATOR
1/4" = 1'-0"A601
C1 FRAME TYPES
1/4" = 1'-0"A601
C3 DOOR TYPES
DOOR SCHEDULE
NUMBER
NEW/
EXISTING
COLDSH
ELL TAG
DOOR FRAME HARDWARE
FIRE
RATING NOTES LEVEL NUMBER
SIZE
TYPE MATERIAL FINISH GLAZING
DETAIL
TYPE FINISH
HW
GROUP CLOSER HINGE LOCK STOPWIDTH HEIGHT HEAD JAMB THRESH B01 Existing 1 3' - 0" 7' - 0" (E) HM INSUL. (N) PAINT N/A (E) (E) (E) (E) (N) PAINT (E) (E) (E) (E) (E) N/A 2,5 BASEMENT LEVEL B01 B02 Existing 2 3' - 0" 7' - 0" (E) HM INSUL. (N) PAINT N/A (E) (E) (E) (E) HM (N) PAINT (E) (E) (E) (E) (E) N/A 2 BASEMENT LEVEL B02 B03 Existing 3 3' - 0" 7' - 0" (E) HM (N) PAINT N/A (E) (E) (E) (E) HM (N) PAINT (E) (E) (E) (E) (E) N/A 2 BASEMENT LEVEL B03 B04 Existing 4 3' - 0" 7' - 0" (E) HM (N) PAINT N/A (E) (E) (E) (E) HM (N) PAINT 7 (E) (E) (E) OVERHE AD
N/A 7, PROVIDE (N)
OVERHEADSTOP AT
(E) DOOR
BASEMENT LEVEL B04
B05 Existing 5 3' - 0" 7' - 0" (E) HM (N) PAINT N/A (E) (E) (E) (E) HM (N) PAINT (E) (E) (E) (E) (E) N/A 2, 7 BASEMENT LEVEL B05 B05A New
Construction
N/A 6' - 0" 7' - 0" DF HM PAINT N/A (E) (E) (E) (E) PAINT 6 N/A STANDARD WEIGHT
MORTISE N/A N/A LOCKABLE BASEMENT LEVEL B05A
B05B New
Construction
N/A 3' - 0" 7' - 0" SF HM PAINT N/A B3/A601(
SIM.)
B3/A601 A2/A601 H2B (N) PAINT 3 SURFACE STANDARD
WEIGHT
MORTISE FLOOR N/A CARD READER
ACCESS, 7
BASEMENT LEVEL B05B
B06 Existing 6 5' - 0" 7' - 0" (E) HM (N) PAINT N/A (E) (E) (E) (E) HM (N) PAINT (E) (E) (E) (E) (E) N/A 5 BASEMENT LEVEL B06 B07 Existing 7 3' - 0" 7' - 0" (E) HM (N) PAINT N/A (E) (E) (E) (E) HM (N) PAINT (E) (E) (E) (E) (E) N/A 7 BASEMENT LEVEL B07 B08 Existing 8 3' - 0" 7' - 0" (E) HM (N) PAINT N/A (E) (E) (E) (E) HM (N) PAINT (E) (E) (E) (E) (E) N/A BASEMENT LEVEL B08 B09 Existing 9 3' - 0" 7' - 0" (E) HM (N) PAINT N/A (E) (E) (E) (E) HM (N) PAINT (E) (E) (E) (E) (E) N/A BASEMENT LEVEL B09 B10 Existing 10 3' - 0" 7' - 0" (E) HM (N) PAINT N/A (E) (E) (E) (E) HM (N) PAINT (E) (E) (E) (E) (E) N/A BASEMENT LEVEL B10 B11 New
Construction
N/A 2' - 6" 7' - 0" SF HM PAINT N/A B3/A601(
SIM.)
B3/A601 A2/A601 H2B PAINT 4 SURFACE STANDARD
WEIGHT
MORTISE N/A N/A CARD READER
ACCESS, 7
BASEMENT LEVEL B11
I15 Existing 15 2' - 6" 7' - 0" (E) HM (N) PAINT 1 (E) (E) (E) (E) HM (N) PAINT (E) (E) (E) (E) (E) N/A 8 INTERMEDIATE
LANDING
I15
I19 New
Construction
14 5' - 0" 6' - 8" DG HM INSUL. SEE
NOTE 1
WIRE
GLASS
A4/A601 B1/A601 A2/A601 H2A PAINT 1 SURFACE HEAVY
WEIGHT
MORTISE N/A N/A 1, 2, 4, 9 INTERMEDIATE
LANDING
I19
11 Existing 11 6' - 0" 7' - 0" DN HM INSUL. PAINT (E) (E) (E) (E) (none) 2 (E) (E) (E) N/A N/A 2,4,5 LEVEL 01 11 12 Existing 12 3' - 0" 7' - 0" (E) (E) HM PAINT N/A (E) (E) (E) (E) HM PAINT (E) (E) (E) (E) (E) N/A 2 LEVEL 01 12 13 Existing 13 3' - 0" 7' - 0" (E) (E) (E) N/A (E) (E) (E) (none) (E) (E) (E) (E) (E) N/A LEVEL 01 13 201 New
Construction
N/A 4' - 0" 4' - 0" MS STEEL PAINT N/A N/A N/A N/A (none) PAINT 8 N/A HEAVY DUTY PADLOCK N/A N/A MECH. SCREEN GATE T.O. PARAPET 201
GLAZING SCHEDULE
TAG DESCRIPTION
(E) EXISTING GLAZING TO REMAIN
1 SPANDREL GLAZING
GL1
N/A <varies>
WIRE GLASS ADD SPANDREL GLASS COVER OVER
GLASS
3" = 1'-0"A601
B2 HMF - ANCHORAGE
3" = 1'-0"A601
B3 HMF - JAMB
NOTES:
1. PROVIDE PRE-FINISHED METAL PANEL WELDED TO HOLLOW METAL DOOR. FINISH AND RIDGE PATTERN TO MATCH (E).
WINDOW SCHEDULE
Type Mark Phase Created
R.O.
Window Casing CommentsWidth Height
A1 Existing 1' - 3 31/32" 1' - 3 31/32"
A2 Existing 1' - 3 31/32" 1' - 3 31/32" C2/A501
B1 Existing 3' - 3" 2' - 5" N/A
B2 Existing 3' - 3" 2' - 5" INFILLED WITH S3F, SEE ASSEMBLY TYPES
B3 Existing 3' - 3" 2' - 5" C2/A501
BB New
Construction
2' - 0" 6' - 8" C2/A501
C Existing 1' - 3 31/32" 1' - 3 31/32" INFILLED WITH S3F, SEE ASSEMBLY TYPES
D Existing 3' - 0" 3' - 4 1/4" C2/A501
E1 Existing 3' - 3" 4' - 6" N/A
E2 Existing 3' - 3" 4' - 6" C2/A501
F Existing 2' - 0" 6' - 8" C2/A501
G Existing 3' - 3" 6' - 8" C2/A501
H Existing 6' - 4" 3' - 0" C2/A501
2. ADJ. CLOSER. 5LB. MAX. AND 5 SEC. MIN. CLOSING SPEED AT ALL DOORS WITH CLOSERS, NEW OR EXISTING.
3. REPLACE SCHLAGE IC CORE WITH CITY STANDARD KEYWAY (BY OTHERS), TYPICAL OF ALL DOORS.
4. NEW ALLEGION ELECTRICFIED PANIC BAR, BOTH SIDES. TOP AND BOTTOM RAILS.
EXTERIOR LOCKS WITH SCHLAGE IC CORES. ASTRAGAL AND COORDINATOR, DOOR SEAL, AND SWEEP.
5. CARD READER ACCESS.
6. ROOM IDENTIFICATION SIGN
7. INSTALL DOOR LOUVER (MIN. 1.0. SF NET FREE VENT AREA) SEE D4/ A601
8. INSTALL DOOR LOUVER (MIN 1.7 SF NET FREE VENT AREA) SEE D4/ A601
9. INSTALL SPANDRELL GLASS ON THE INTERIOR TO PREVENT VISION IN OR OUT.
GLAZING SIZE DOES NOT MEET CURRENT CODE REQUIREMENTS FOR DIMENSIONS. 1/2" = 1'-0"A601
C5
INTERNATIONAL SYMBOL
OF ACCESSIBILITY SIGN
3" = 1'-0"A601
C4 ROOM IDENTIFICATION SIGN
3" = 1'-0"A601
A4 METAL EYEBROW AT HISTORIC DOOR - HEADER
6" = 1'-0"A601
D6 SIGN TACTILE EXIT
3" = 1'-0"A601
B1 HMF - JAMB AT CONC.
3" = 1'-0"A601
A6 HSS BEAM AT HISTORIC DOOR
3" = 1'-0"A601
D4 DOOR LOUVER
# Date Revision
10-31-2
5 PLASTIC CORNER GUARD,
SEE FINISH LEGEND
FASTENER PER
MANUFACTURERS
RECOMMENDATIONS
CONTINUOUS
PLASTIC RETAINER
WALL, SEE FLOOR PLAN
FOR PARTITION TYPE
FLOOR, SEE FLOOR TYPES
CONTINUOUS SEALANT
WHERE WALL PROTECTION
OCCURS
NEW SHEET VINYL
WALL PROTECTION WHERE
OCCURS, SEE WALL FINISH
PLANS
RIGID COVE BACKER - TYP.
AT ALL COVED SHEET VINYL
WALL, SEE FLOOR PLAN
FOR PARTITION TYPE
J-METAL EDGE
SCHEDULE
SEE FINISH
RIVET METAL ANGLE EDGE
TO T-BAR @ 24" O.C. CEILING PANEL SLIP
JOINT (NO RIVET)
HEAVY-DUTY
T-BAR GRID SYSTEM
WALL, SEE FLOOR PLAN
FOR PARTITION TYPE
LAY-IN ACOUSTIC
CEILING PANEL
NOTE: PROVIDE 15/16" PERIMETER SUPPORTING CLOSURE ANGLE. ONE END OF
THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE ON TWO ADJACENT SIDES. THE OPPOSITE ENDS SHALL HAVE A 3/4" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON CLOSURE ANGLE. 15/16" 15/16"
3/4" MIN.
16 GA. SHEET METAL
BACKING STRAP
SEE .
STEEL STUDS - SEE
WALL TYPES
C1 / A701
AS REQ.
TWO HOUR FIRE AND SMOKE WALL
TWO HOUR FIRE WALL
TWO HOUR SHAFT WALL
ONE HOUR FIRE AND SMOKE WALL
ONE HOUR FIRE WALL
SMOKE TIGHT WALL
NON-RATED WALL
PRIORITY 1 (HIGHEST)
PRIORITY 2
PRIORITY 3
PRIORITY 4
PRIORITY 5
PRIORITY 6 (LOWEST)
PARTITION PRIORITY LEGEND
LOWEST PRIORITY
HIGHEST PRIORITY
OVERLAP PARTITION LAYERS SO
THERE ARE NO CONTINUOUS JOINTS
12'-0" TYPICAL
12'-0" TYPICAL
4'-0" MAX
CEILING SUSPENSION
SYSTEM
FIRST LINE OF BRACING 4'-0"
OR LESS FROM WALL
BOUNDARY
CROSS RUNNER
2" MIN
MAIN RUNNER
45° MAX
VERTICAL HANGER
WIRES 4'-0" OC
SPLAY HANGER WIRE
AT 12'-0" O.C. EACH
PLANE, EACH RUNNER
45° MAX
2" MIN
1 5/8" STUD
FOR COMPRESSION
CONSTRUCTION OF THE SUSPENDED CEILING TO FOLLOW CBC 808.1.1.1, CBC 1613, ASCE7-16, ASTM 635, ASTM 636, AND MFR SPECIFICATIONS. CONTRACTOR TO USE HEAVY DUTY T-BAR GRID SYSTEM FOR SUSPENDED CEILINGS AS SPECIFIED. NOTE ALL LIGHT FIXTURES AND DIFFUSERS, ETC., INSTALLED WITHIN THE GRID CEILING TO BE CONNECTED BY (2) VERTICAL 12 GAUGE WIRES ON THE FIXTURE'S DIAGONAL.
D2
A701
C2
A701
D1
A701
SEE DETAILS:
C1
A702
1 GYP. BD. SEE WALL
TYPE FOR THICKNESS
WALL, SEE FLOOR PLAN
FOR PARTITION TYPE
MUDDABLE DRYWALL CONTROL
JOINT EVERY 30' OF
CONTINUOUS GYP. BD.
COORDINATE LOCATIONS WITH
ARCHITECT IN SHOP DRAWINGS
(3) SCREWS AT EACH STUD
6" WIDE 16 GAUGE SHEET METAL
BACKING, CONTINUE TO NEXT STUD
PAST WALL HUNG ACCESSORY,
EQUIPMENT OR WALL PROTECTION
DEVICES. SEE DETAIL .
GYPSUM BOARD, SEE PLAN FOR
WALL TYPE
SIDE WALL STUDS, 20 GAUGE MINIMUM
(3) SCREWS AT EACH STUD
SHEET METAL BACKING, 16 GA. x 6"
WIDE. CARRY TO NEXT STUD PAST
WALL HUNG ACCESSORY, EQUIPMENT
OR WALL PROTECTION DEVICES. SEE
DETAIL .
16 GAUGE, 6" WIDE TRACK BACKING.
ATTACH TO BACKING WITH MINIMUM OF 6
SHEET METAL SCREWS BETWEEN STUDS.
GYPSUM BOARD, SEE PLAN FOR
WALL TYPE
SIDE WALL STUDS, 20 GAUGE MINIMUM
NOTE: FOR OVER 100 POUNDS
USE THIS BLOCKING DETAIL
FOR LOCATION WHERE WALL
HUNG EQUIPMENT WEIGHTS
ARE BETWEEN 100 AND 500
POUNDS.
*FOR WEIGHTS BETWEEN 500
AND 700 POUNDS INCREASE
SIDE WALL STUDS AND TRACKS
TO 16 GAUGE
NOTE: FOR UNDER 100 POUNDS
USE THIS BLOCKING DETAIL AT
ALL ACCESSORIES, AND WALL
PROTECTION ITEMS. USE FOR
WALL HUNG EQUIPMENT UNDER
100 POUNDS IN WEIGHT. B2 / A701
B2 / A701
6 5
3 7
41 2
1 1
4 2
4 4
1 1
2 1
1 1
LOCATE 'J' BOXES ON OPPOSITE
SIDES OF STUD AND FILL
CAVITIES W/ BATT INSULATION TO
PREVENT SOUND TRANSMISSION
ISOLATE BACK-TO-BACK 'J'
BOXES W/ 1 1/2" X 16" X CONT.
POLYISO RIGID INSULATION
BOARD TO PREVENT SOUND
TRANSMISSION, WHERE
OCCURS AT 6" METAL STUD
WALL FRAMING OR GREATER
NOTE:
ILLUSTRATION DOES NOT SHOW
WALL FINISHES, TILE, PLASTIC
LAMINATE, OR OTHER FINISHES.
ACOUSTIC INSULATION AS
REQUIRED BY PARTITION TYPE
METAL RUNNER TRACK. ATTACH
TO DECK WITH POWDER-DRIVEN
FASTENERS AT 24" OC AND 2"
FROM EACH END
ACOUSTIC SEALANT FULL DEPTH
OF GYPSUM BOARD. BOTH SIDES
OF WALL
FLOOR, SEE FLOOR TYPES
1/4" MIN - 1/2" MAX
WALL, SEE FLOOR PLAN
FOR PARTITION TYPE
ACOUSTIC INSULATION AS
REQUIRED BY PARTITION TYPE
METAL RUNNER TRACK. ATTACH
TO DECK WITH POWDER-DRIVEN
FASTENERS AT 24" O.C. AND 2"
FROM EACH END
FLEXIBLE FIRESTOP SEALANT
FULL DEPTH OF GYPSUM BOARD
BOTH SIDES OF WALL
FLOOR, SEE FLOOR TYPES
1/4" MIN - 1/2" MAX
ADDITIONAL LAYER OF GYPSUM
BOARD AS NEEDED BY FIRE
RATING. REFER TO WALL TYPES
WALL, SEE FLOOR PLAN
FOR PARTITION TYPE
SCHEDULED CEILING
(CEILINGS ON OPPOSITE
SIDES OF WALL MAY BE
DIFFERENT)
FOR ELEVATION
WALL, SEE FLOOR PLAN
FOR PARTITION TYPE
SEE CEILING PLAN
ALTERNATING 20 GAUGE
(MIN) 3 5/8" METAL STUD
KICKERS TO DECK @ 48"
ON CENTER SEE
SCREW ATTACHMENT
MAXIMUM 8'-0" FROM TOP OF WALL TO DECK.SEE WALL TYPES
CONCRETE SLAB, SEE
FLOOR TYPES
DEFLECTION HEAD TRACK. ATTACH
WITH POWDER-DRIVEN FASTENERSWALL, SEE FLOOR PLAN FOR
PARTITION TYPE
FLEXIBLE FIRESTOP SEALANT
FULL DEPTH OF GYPSUM
BOARD. BOTH SIDES OF WALL
ACOUSTIC INSULATION OR FIRE
RATED INSULATION AS
REQUIRED BY PARTITION TYPE
ADDITIONAL LAYER OF GYPSUM
BOARD AS NEEDED BY FIRE
RATING. REFER TO WALL TYPES
TOP TRACK
CONCRETE SLAB, SEE FLOOR TYPES
DEFLECTION HEAD TRACK. ATTACH
WITH POWDER-DRIVEN FASTENERS
TOP TRACK
WALL, SEE FLOOR PLAN FOR
PARTITION TYPE
ACOUSTICAL SEALANT
ADDITIONAL COMPONENT NO X
ACOUSTICAL INSULATION AS
REQUIRED BY PARTITION TYPE
DOUBLE JAMB STUDS. SEE
JAMB DETAILS
SHEET METAL SCREW (TYP)
HEAD STUDS AND TRACK. SEE HEAD DETAILS
METAL STUDS. SEE OPENING SIZE FOR THICKNESS
ANCHOR TO FLOOR
SHEET METAL SCREWS @ 24" O.C.
ANCHOR TO FLOOR
DOUBLE JAMB STUDS. SEE JAMB DETAILS
SILL STUDS AND TRACK. SEE HEAD DETAILS
SHEET METAL SCREW (TYP)
20 GA. METAL AT EACH SIDE OF STUD
AT OPENINGS GREATER THAN 8'-0"
20 GA. SILL TRACK AT OPENINGS LESS
THAN 6'-0"
SINGLE 20 GA. KING STUD
SHEET METAL SCREW (TYP)
FLOOR TRACK
METAL STUDS
FLOOR TRACK
20 GA. METAL AT EACH SIDE OF STUD AT
OPENINGS GREATER THAN 8'-0"
20 GA. HEAD TRACK ATTACHED TO
JAMB KING STUDS
20 GA. TRACKS WITH 20 GA. 3 5/8" METAL
STUDS. FASTEN TO JAMB KING STUDS
METAL SCREWS @ 24" O.C.
20 GA. HEAD TRACK
FRAMED OPENING @ JAMB
3 SILL @ OPENINGS
2 JAMB @ OPENINGS
1 FRAMED OPENING @ JAMB
7 HEADER @ OPENINGS
4 BASE TRACK
5 BASE TRACK @ OPENINGS
6 FOR OPENINGS LESS THAN 3'-0" WIDE OR DUCT OPENING:
METAL SCREWS @ 24" O.C.
20 GA. STUDS AND TRACK AT SILL
OPENINGS GREATER THAN 6'-0" & DUCT
OPENINGS GREATER THAN 8'-0"
FOR OPENINGS TO 4'-0" WIDE:
TRIPLE 20 GA. KING STUDS FASTENED TO DECK
ABOVE AT EACH SIDE OF THE OPENING
DOUBLE 16 GA. KING STUDS FASTENED TO
DECK ABOVE AT EACH SIDE OF THE OPENING
DOUBLE 20 GA. STUDS ATTACHED TO
JAMB KING STUD
METAL SCREWS @ 24" O.C.
20 GA. HEAD TRACK
FOR OPENINGS 3'-0" TO 8'-0" WIDE:
FOR OPENINGS GREATER THAN 8'-0" WIDE:
FOR OPENINGS 4'-0" TO 8'-0" WIDE:
FOR OPENINGS GREATER THAN 8'-0" WIDE:
FIRE EXTINGUISHER CABINET
INTERIOR PARTITION -
SEE WALL TYPES
SECTION
SR
ELEVATION
26" AFF
SR
FIRE EXTINGUISHER CABINET
INTERIOR PARTITION -
SEE WALL TYPES
SECTIONSR
ELEVATION
26" AFF
SR
DIAGONAL WIRE: TEST 50%
OF WIRES TO 440# TENSION
VERTICAL WIRE: TEST 10%
OF WIRES TO 200# TENSION
3/8" DIAMETER HILTI KWIK-BOLT
KB-3 WITH 2 1/2" MIN EMBED
SHOT IN ANCHOR 1" MIN
EMBED HILTI #CC27ALH-27
CONCRETE ON METAL
DECK (EXISTING)
MAX
45°
TO BEND
5/8" MAX
1" MAX
CEILING GRID SYSTEM
#12 HANGER WIRE
ACOUSTICAL
CEILING PANELS
PERIMETER
TRIM, 4" HIGH
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
3/19/2024 10:28:41 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
TYPICAL
DETAILS -
STEEL STUDS
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
A701
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
3" = 1'-0"A701
A1 CORNER GUARD DETAIL
3" = 1'-0"A701
A2 COVED BASE DETAIL
3" = 1'-0"A701
D1 LAY-IN CEILING TILE EDGE
3" = 1'-0"A701
B2 MOUNTING PLATE DETAIL
3" = 1'-0"A701
A6 PARTITION PRIORITY LEGEND
NOT TO SCALEA701
D4 SUSPENDED CEILING SEISMIC BRACING DETAIL - WS
3" = 1'-0"A701
C4 DRYWALL CONTROL JOINTS
12" = 1'-0"A701
C1 WALL BACKING DETAILS
NOT TO SCALEA701
B6 WALL & OPENING FRAMING
3" = 1'-0"A701
E1 TYPICAL ELEC. DEVICE WALL DETAIL
3" = 1'-0"A701
A4 NON-RATED BASE DETAIL
3" = 1'-0"A701
A3 A701 - FIRE RATED BASE DETAIL
3" = 1'-0"A701
C3 WALL SEISMIC BRACING DETAIL
3" = 1'-0"A701
B3 A701 - FIRE RATED HEAD DETAIL
3" = 1'-0"A701
B4 NON-RATED ACOUSTIC HEAD DETAIL
1 1/2" = 1'-0"A701
E3 FIRE EXTINGUISHER CAB. SEMI-RECESSED
1 1/2" = 1'-0"A701
E2 A701 - FIRE EXTINGUISHER CAB. FULLY-RECESSED
3" = 1'-0"A701
C2 CEILING WIRE ACHORAGE
# Date Revision
1 3.8.2024 Cycle 1
Review
3" = 1'-0"A701
D2 CEILING CLOUD TRIM @ EXPOSED EDGE
10-31-2
5 A B
C
1 1/4"
1 5/8" DIA
1/4" DIA
1 5/8" DIA
1/4" DIA1 1/4" 1 5/8"
1/2"
2 1/2"
5/8"
3 5/8"
2"
D
HEIGHT
SECTION
#6 S.T.S.
STAGGERED
@ 16" O.C.
#6 S.T.S.
STAGGERED
@ 16" O.C.
COMPRESSION STRUT TYPES
#6 S.T.S. STAGGERED @ 16" O.C.
(2) #12 S.T.S.
MAIN RUNNER
CROSS RUNNER BEYOND
COPE STUD FLANGE AT TOP OF TEE
DOUBLE STUD WHERE OCCURS, SEE
COMPRESSION STRUT SCHEDULE
SEE COMPRESSION
STRUT TYPES
COMPRESSION STRUT, SEE SCHEDULE
CONNECTION TO STRUCTURE VARIES,
SEE COMPRESSION STRUT
ANCHORAGE DETAIL, SEE DETAIL
STRUCTURE ABOVE
* STEEL STUD MANUFACTURERS ASSOCIATION. STUD DIMENSIONS SHALL BE AS DETAILED (SSMA STANDARDS). STEEL THICKNESS
SHALL BE BETWEEN 25 AND 20 GAUGE (.0188" TO .0346" THICK) COMPRESSION STRUT SCHEDULE (I/r LESS THAN 200
TYPE
MAX
HEIGHT DESCRIPTION
SSMA*
DESIGNATION
ry rx
0.679
0.675
1.027
1.4711.064362S200
250S162 0.889
0.630
0.440162S125
162S125
1 5/8"x1 1/4" STUDS
2 - 1 5/8"x1 1/4" STUDS
2 - 2 1/2"x1 5/8" STUDS
2 - 2 1/2"x1 5/8" STUDS
A
B
C
D
7'-4"
10'-6"
14'-9"
17'-9"
(E) CONCRETE DECK TO REMAIN
CUT FLANGE & BEND WEB AT HORIZ
CONDITION W/ (2) 3/8" DIAMETER HILTI KWIK-BOLT KB-3
WITH 2 1/2" MIN EMBED
DOUBLE STRUT WHERE OCCURS, SEE COMPRESSION
STUD SCHEDULE
D1
A702
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
3/19/2024 10:28:41 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
TYPICAL
DETAILS -
STEEL STUDS
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
A702
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
3" = 1'-0"A702
D1 COMPRESSION STRUT
3" = 1'-0"A702
C1 COMPRESSION STRUT ANCHORAGE
# Date Revision
1 3.8.2024 Cycle 1
Review
1 10-31-2
5 D
D
D D
OD
CR
CR
S
UP
UP
CG CGCG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG CG
CR
CG CG
CG
CG
CG CG
CG
CGCG
FLOOR FINISH LEGEND
RESILIENT FLOORING (LVT 36' X 36')
24" X 24" CARPET TILE
WALK OFF CARPET TILE
A. THE ABSENCE OF A VIEW DOES NOT PRECLUDE THE
REQUIREMENT TO PROVIDE A FINISH AS INDICATED
BY THE FINISH SCHEDULE.
B. SEE FLOOR FINISH PLANS AND INTERIOR ELEVATION
VIEWS, WHERE DRAWN, FOR ADDITIONAL FINISH
LOCATION, TYPE, AND TRANSITION INFORMATION.
C. WHERE THE FINISH SCHEDULE OR INTERIOR
ELEVATIONS CALL FOR TILE, REPLACE GYPSUM
BOARD SHOWN IN THE WALL'S ASSEMBLY WITH TILE
BACKER BOARD WHERE TILE OCCURS. REPLACE
OTHER GYPSUM BOARD SHOWN IN THAT WALL'S
ASSEMBLY WITH MOISTURE RESISTANT GYPSUM
BOARD WHERE NO TILE OCCURS.
D. PROVIDE BACKING / SUPPORT FOR ALL MOUNTED
FIXTURES, EQUIPMENT, CASEWORK, AND/OR
SYSTEMS FURNITURE. COORDINATE WITH FLOOR
PLANS, AND INTERIOR ELEVATIONS PRIOR TO THE
COVERING OF STUD FRAMING. REFER TO
MANUFACTURER'S RECOMMENDATIONS WHERE
APPLICABLE, OTHERWISE REFER TO DETAILS ON
A700 SHEET SERIES.
E. SEE REFLECTED CEILING PLANS FOR CEILING
FEATURES AND FINISH ELEVATIONS.
F. ALL EXPOSED UNFINISHED STEEL TO BE PAINTED
UNLESS DIRECTED BY ARCHITECT.
G. DO NOT SCALE DRAWINGS.
ALL FINISHES:
1. WHERE A FINISH IS PARTLY HIDDEN BY AN OBJECT,
EXTEND THAT FINISH BEHIND THE OBJECT.
2. WHERE MULTIPLE FINISHES ARE SCHEDULED, REFER
TO FLOOR FINISH PLANS OR INTERIOR ELEVATIONS
FOR LOCATIONS OF TRANSITIONS.
FLOOR FINISHES:
1. EXTEND FLOOR FINISHES UNDER COUNTERS, INTO
KNEE SPACES AT CABINETS, AND UNDER ALL OTHER
OBJECTS SHOWN IN FINISH PLANS THAT MAY
OBSCURE THE EXTENT OF THE FLOOR FINISH.
BASE FINISHES:
1. ROOMS WHERE BASE SCHEDULED, PROVIDE BASE
AT ALL WALLS WHETHER OR NOT IT IS SHOWN IN
ELEVATION, INCLUDING ALCOVES AND OFFSETS.
WALLS:
1. EXTEND ALL WALL FINISHES BEHIND CABINETS,
MIRRORS AND INTO OTHER ARES THAT MAY BE
HIDDEN IN ELEVATION VIEWS.
CEILINGS:
1. PAINT AREAS ABOVE SUSPENDED CEILINGS THAT
ARE VISIBLE FROM BELOW. COLOR: BLACK.
ROOM SIGNAGE:
1. SIGNAGE WHERE SCHEDULED, PROVIDE SIGNAGE
FOR ALL SPACES WHETHER OR NOT ITS SHOWN IN
ELEVATION, REFER TO SIGNAGE DETAILS ON A601
GENERAL NOTES -
FINISHES
132 SF
OPEN OFFICE /
RECEPT.
018
757 SF
GALLERY / EVENT
SPACE
014
75 SF
(E) UTILITY CLOSET
013
UP
81 SF
(E) ENTRY LOBBY
011
140 SF
(E) ACCESSIBLE
TOILET
012
DN
32 SF
(E) HALL
I019
LVT-1
SC-1
WO1
LVT-1
02:FR1
SC-1
02:FR1
SC-1
09:PE1
10:FC2
TYP.
26:DT1
STORAGE
B05B
BREAK
B05
STO. CLO.
B05A
(E) ENTRY LOBBY
B01
(E) ACCESSIBLE
TOILET
B03
(E) OFFICE
B04
(N) MECHANICAL ROOM
B10
(E) ELECTRICAL ROOM
(NO TENANT ACCESS)
B08
(E) OFFICE
B07
(E) I.T.
B06
(N) JANITOR
B11
LVT-1
LVT-1
LVT-1
SC1
SC1
SC1
SC1
SC1
02:FR1
02:FR1
02:FR1
LVT-1
TYP.
26:DT1
UNDER SINK
CABINET
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
3/19/2024 10:28:43 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ARCH-23016-Winn Park TI -22.rvt
ROOM FINISH
SCHEDULE
SL
23016
12/28/2023
100%
CONSTRUCTION
DOCUMENTS
AI601
MC
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
ROOM FINISH SCHEDULE - BASEMENT
ROOM NAME FLOOR BASE
WALLS
CEILING ROOM COMMENTSN E S W
B01 (E) ENTRY LOBBY SC1 RB1 P1 P1 P1 P1 P2 B01 GWB. AT ALL FRAME WALLS B03 (E) ACCESSIBLE
TOILET
(E) (E) (E) (E) (E) (E) P2/ (E) B03 ALL FINISHES TO REMAIN, UNO.
B04 (E) OFFICE LVT1 RB1 P1 P1 P1 P1 P1 B04 GWB. AT ALL FRAME WALLS B05 BREAK LVT1 RB1 P1 P1 P1 P1 P1 B05 GWB. AT ALL FRAME WALLS-INT..
B05A STO. CLO. SC1 RB1 P1 P1 P1 P1 P2/ (E) B05A GWB. AT ALL FRAME WALLS-INT..
B05B STORAGE SC1 RB1 P1 P1 P1 P1 P2 B05B GWB. AT ALL FRAME WALLS-INT..
B06 (E) I.T. SC1 RB1 P1 P1 P1 P1 P2/ (E) B06 GWB. AT ALL FRAME WALLS-INT..
B07 (E) OFFICE LVT1 RB1 P1 P1 P1 P1 P1 B07 GWB. AT ALL FRAME WALLS-INT..
B08 (E) ELECTRICAL
ROOM (NO
TENANT ACCESS)
(E) RB1 P1 P1 P1 P1 P2/ (E) B08 GWB. AT ALL FRAME
WALLS-INT..
ROOM FINISH SCHEDULE - LEVEL 01
ROOM NAME FLOOR BASE
WALLS
CEILING ROOM COMMENTSN E S W
011 (E) ENTRY LOBBY LVT1/
WO1
RB1 P1 P1 P1 P1 P2/ AC1 011 P2 ABOVE FRAMED WALLS &
ABOVE CEILING
012 (E) ACCESSIBLE
TOILET
(E) (E) (E) (E) (E) (E) (E) 012
013 (E) UTILITY
CLOSET
(E) (E) (E) (E) (E) (E) (E) 013
014 GALLERY / EVENT
SPACE
LVT1 RB1 P1 P1 P1 P1 P2/ AC1 014 P2 ABOVE FRAMED WALLS &
ABOVE CEILING
018 OPEN OFFICE /
RECEPT.
LVT1 RB1 P1 P1 P1 P1 AC1 018
I019 (E) HALL (E) (E) P1 P1 P1 P1 P2 I019
1/4" = 1'-0"AI601
B4 LEVEL 01 FINISH PLAN - NEW
FLOOR FINISHES
FLOOR FINISHES LVT-1 36"X36" LVT MANUFACTURER: MOHAWK GROUP STYLE: HOT & HEAVY- BOLDER C0010
COLOR: PEBBLE- 925
BACKING: ECOFLEX ONE
SIZE: 36" x 36"
INSTALLATION:
(ARCHITECT TO APPROVE SAMPLE)
FLOOR FINISHES WO1 WALK OFF CARPET TILE MANUFACTURER: MOHAWK GROUP (CITY STANDARD) STYLE: GT315 FIRST STEP II
COLOR: KINETIC 11360
SIZE: 24" X 24"
INSTALLATION: HORIZONTAL BRICK ASHLAR
(ARCHITECT TO APPROVE SAMPLE)
FLOOR FINISHES SC1 SEALED CONCRETE
BASE FINISHES
BASE FINISHES RB1 6" COVED RUBBER BASE MANUFACTURER: MOHAWK GROUP STYLE: ELEMENTAL EDGES, 6" COVE RUBBER BASE
COLOR: CRW03
(ARCHITECT TO APPROVE SAMPLE)
WALL FINISHES
WALL FINISHES P1 PAINTED GYPSUM BOARD MANUFACTURER: KELLY MOORE COLOR: 49 "ANTIQUE WHITE"
FINISH: EGGSHELL
CEILING FINISHES
CEILING
FINISHES
AC1 ACOUSTICAL CEILNG PANEL MANUFACTURER: ARMSTRONG, OR EQ.
PRODUCT: 2X4 ACOUSTICAL PANEL, LYRA PB ON
PRELUDE XL 15/16" EXPOSED TEE SUSPENSION
SYSTEM
COLOR: WHITE
(ARCHITECT TO APPROVE SAMPLE)
CEILING
FINISHES
P2 PAINTED ROOF DECK & WALLS ABOVE
CEILING
MANUFACTURER: KELLY MOORE
COLOR: AC257-5 "IRON ORE"
FINISH: MATTE
MILLWORK
1/4" = 1'-0"AI601
B6 BASEMENT FINISH PLAN
Keynote Legend
Key Value Keynote Text
02:FR1 (E) FINISHES TO REMAIN
09:PE1 PAINT EDGE OF ALL CONCRETE
STEPS YELLOW OR
CONTRASTING COLOR
10:FC2 (N) SEMI-RECESSED FIRE
EXTINGUISHER CABINET
26:DT1 (N) DATA-TELE OUTLET
C2 24" X 24" CARPET TILE
LVT1 RESILIENT FLOORING (LVT 36' X
36')
WO1 WALK OFF CARPET TILE
# Date Revision
1 3.8.2024 Cycle 1
Review
1 10-31-2
5 GENERAL
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION.
THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES.
2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY
DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY
WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE.
3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.
4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES:
2022 CALIFORNIA BUILDING CODE AND LATEST REVISIONS REFERRED TO HERE AS "THE CODE", AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY
PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL
SAFETY, AND THOSE CODES & STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS.
5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:
SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS.
SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC.
SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN. FLOOR AND ROOF FINISHES.
DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.
6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:
PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED.
ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.
CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.
SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES & ANCHOR BOLTS.
7. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE
CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.
OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.
8. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS, UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY
THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT ARE LOCATED IN STRUCTURAL MEMBERS. FOR ANY FURTHER RESTRICTIONS ON OPENINGS IN STRUCTURAL ELEMENTS, SEE APPLICABLE SECTIONS BELOW.
9. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST REVISION.
10. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK
OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY.
11. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE
ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.
12. DESIGN LOADS:
LIVE LOADS:
ROOF = 20 PSF REDUCIBLE
13. WIND DESIGN DATA:
RISK CATEGORY = II
VULT = 93 mph
WI
ND EXPOSURE = C
INTERNAL PRESSURE COEFFICIENT (GCPi): = ± 0.18
14. EARTHQUAKE DESIGN DATA:
RISK CATEGORY = II
le = 1.0
SS = 0.557
S1 = 0.250
S
ITE CLASS = D
SDS = 0.503
SD1 = 0.350
S
EISMIC DESIGN CATEGORY = D
CONCRETE
1. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CBC AND WITH PROVISIONS OF ACI 318-19 AND ACI SPEC-301-20.
2. SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTHS AND PERFORMANCE REQUIREMENTS ARE SHOWN IN THE TABLE BELOW. THE INTENT IS TO PRODUCE A
FINISHED CONCRETE PRODUCT MEETING THE WORKABILITY, DURABILITY,
SERVICEABILITY, STRENGTH AND FINISH REQUIREMENTS REQUIRED BY THE PROJECT DESIGN. ADD MIXTURES, CURING METHODS, JOINT LAYOUT, SEQUENCING, PLACING TECHNIQUES AND OTHER FACTORS CAN HAVE A LARGE EFFECT ON THE FINAL PRODUCT.
CONCRETE SUPPLIER SHALL SUBMIT MIX DESIGNS FOR REVIEW BY ENGINEER.
CONTRACTOR TO SCHEDULE A MEETING WITH CONCRETE SUPPLIER, ENGINEER AND
CONCRETE SUBCONTRACTOR TO REVIEW AND DISCUSS THESE ISSUES AT THE START OF CONSTRUCTION.
3. CONCRETE MIXES SHALL BE DESIGNED BY THE CONCRETE SUPPLIER PER THE REQUIREMENTS IN THE CONSTRUCTION DOCUMENTS AND IN ACCORDANCE WITH ACI 301 AND ACI 214R. UNLESS APPROVED BY THE ENGINEER OTHERWISE, PROPORTION CONCRETE MIXES PER ARTICLE 4.2.3 OF ACI 301. STRENGTH TEST RECORDS SHALL NOT BE MORE THAN 24 MONTHS OLD. SUBMIT MIXES AND SUPPORTING INFORMATION TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION.
4. MIX DESIGNS SHALL MEET THE CRITERIA OF F0, S0, W0 AND C1 PER CHAPTER 19 OF ACI 318 UNLESS MORE STRINGENT CRITERIA ARE NOTED ABOVE.
5. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE I OR II UNLESS NOTED OTHERWISE OR REQUIRED OTHERWISE BY THE EXPOSURE CATEGORY.
6. CONCRETE, OTHER THAN HIGH-EARLY STRENGTH, SHALL BE MAINTAINED AT LEAST 50° F AND IN A MOIST CONDITION FOR AT LEAST THE FIRST 7 DAYS AFTER PLACEMENT, 3 DAYS MINIMUM FOR HIGH-EARLY STRENGTH CONCRETE.
7. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ASTM C-33.
8. AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C-330.
9. CONCRETE SHRINKAGE SHALL BE DETERMINED PER ASTM C157.
10. MIXING AND DELIVERY SHALL CONFORM TO ASTM C94.
11. PLACEMENT SHALL CONFORM TO ACI 318 UNO.
12. MIXING WATER SHALL CONFORM TO ASTM C1602 BUT SHALL NOT CONTAIN DELETERIOUS
AMOUNTS OF CHLORIDE ION WHEN USED FOR PRESTRESSED CONCRETE, CONCRETE WITH ALUMINUM OR GALVANIZED STEEL EMBEDS.
13. CLEAN AND ROUGHEN TO 1/4" AMPLITUDE ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE WILL BE PLACED.
14. PROVIDE SLEEVES FOR OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT REINFORCING. CORING CONCRETE IS NOT PERMITTED WITHOUT APPROVAL FROM THE ENGINEER. OPENINGS LARGER THAN 6” SHALL NOT BE PLACED IN DROP PANELS OR BEAMS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY
ENGINEER OF ANY DISCREPANCIES ASSOCIATED WITH OPENINGS SHOWN IN OTHER DRAWINGS.
15. ALL EXTERIOR CRACKS SHALL BE SKIM COATED PRIOR TO FINISHING.
16. HOT WEATHER AND COLD WEATHER REQUIREMENTS SHALL BE PER ACI 301.
17. CONCRETE SHALL CURE A MINIMUM OF 21 DAYS PRIOR TO INSTALLATION OF EPOXY ANCHORS PER ACI 318.
MEMBER STRENGTH
(PSI)
MAX
DENSITY
(PCF)
MAX
W/CM
RATIO
MAX
SHRINKAGE %
AT 28 DAYS
MAX
AGGREGATE
SIZE (in)
SLAB ON GRADE
REINFORCED
ELEVATED SLABS
AND BEAMS
BASEMENT WALLS
SHEAR WALLS
CURBS, PADS
AND OTHER
NON-STRUCTURAL
CONCRETE
4,000 150 0.45 0.050 1
6,000 AT 56
DAYS 150 0.044 10.45
4,000 150 0.0500.45
5,000 150 0.0500.45
2,500 150 0.060 3/40.55
3/4
3/4
DEFERRED APPROVAL ITEMS
THE FOLLOWING LIST OF DESIGN ELEMENTS WILL HAVE A DEFERRED APPROVAL. THE
CONTRACTOR IS RESPONSIBLE FOR SUBMITTING STRUCTURAL ENGINEERING CALCULATIONS AND
DESIGN OR SHOP DRAWINGS, STAMPED AND SIGNED BY A CALIFORNIA REGISTERED CIVIL OR STRUCTURAL ENGINEER TO THE CITY OF SACRAMENTO FOR REVIEW AND APPROVAL. THE
CALCULATIONS AND DRAWINGS SHALL BE COORDINATED WITH THE ARCHITECTS AND ENGINEERS DRAWINGS. THE DESIGN SHALL, AT A MINIMUM, COMPLY WITH THE 2022 CALIFORNIA BUILDING CODE. THE LOADING CRITERIA AND DEFLECTION LIMITS INDICATED IN THESE DOCUMENTS AND THE SPECIFICATIONS SHALL ALSO BE ACCOMMODATED. THE CALCULATIONS AND DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND KPFF FOR REVIEW AND APPROVAL. THE TIME TO COMPLETE THIS PROCESS SHALL BE INCORPORATED INTO THE CONTRACTORS SCHEDULE.
1. ROOFTOP MECHANICAL SCREEN LOUVERS AND ATTACHMENTS.
2. SHORING AS REQUIRED FOR GLASS OVER ENTRY DOOR AND FOOTING AT BASEMENT.
EPOXY ANCHORING
1. EPOXY ADHESIVE USED FOR SETTING DOWELS AND ANCHORS SHALL BE IN CONFORMANCE WITH ASTM C-881, TYPE IV. ACCEPTABLE MANUFACTURERS FOR EPOXY ADHESIVE ARE RAMSET/REDHEAD, SIMPSON STRONG-TIE SET, HILTI HIT HY 150, OR APPROVED EQUAL.
2. ANCHORS OR DOWELS EMBEDDED IN EPOXY SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS.
3. HOLES RECEIVING EPOXIED ANCHORS SHALL BE CLEAN AND FREE OF DUST PRIOR TO APPLYING EPOXY ADHESIVE.
4. HOLES DRILLED INTO REINFORCED CONCRETE SHALL NOT DAMAGE OR CUT EXISTING REINFORCING STEEL. HOLES DRILLED INTO PRE-STRESSED OR POST-TENSIONED CONCRETE SHALL HAVE A CLEARANCE OF ONE INCH MINIMUM FROM TENDONS. LOCATE EXISTING TENDONS USING NON-DESTRUCTIVE METHODS PRIOR TO DRILLING.
5. ALL ANCHORS EMBEDDED IN EPOXY ADHESIVE SHALL HAVE CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH MANUFACTURER'S APPROVAL REPORT.
6. EPOXY ANCHORS SHALL NOT BE INSTALLED IN THE UNDERSIDE OF FLOORS OR ROOFS.
EXISTING CONSTRUCTION NOTES
1. ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION OF STRUCTURAL ELEMENTS.
2. VERIFY LOCATION OF EXISTING REBAR BEFORE FABRICATION.
3. PROVIDE NONDESTRUCTIVE TESTING AS REQUIRED.
4. SPECIAL INSPECTION IS REQUIRED AS INDICATED.
5. ALL EXISTING (E) CONNECTIONS AT ELEMENTS TO BE REPLACED SHALL BE REPLACED OR RE-ATTACHED TO MATCH EXISTING CONDITIONS.
6. WHERE ALL OTHER EXISTING CONDITIONS VARY SIGNIFICANTLY FROM THOSE SHOWN ON
THESE DRAWINGS, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED PRIOR TO CONTINUED CONSTRUCTION RELATED TO SUBJECT CONDITIONS.
7. SEE "AS BUILT" DRAWINGS FOR EXISTING BUILDING DESIGN FOR ITEMS NOT SHOWN OR NOTED.
8. SHORE ALL EXISTING CONSTRUCTION AS REQUIRED.
METAL STUDS
1. ALL METAL STUDS SHALL COMPLY WITH AISI S100 FOR STRUCTURAL MEMBERS AND AISI S200.
2. UNLESS NOTED OTHERWISE METAL STUD MEMBERS SHALL HAVE THE FOLLOWING MINIMUM YIELD STRESSES:
UP TO AND INCLUDING 43 MIL MATERIAL
(YIELD STRESS = 33 KSI MINIMUM)
54 MIL AND THICKER MATERIAL
(YIELD STRESS = 50 KSI MINIMUM)
3. STUDS THICKNESSES REFERENCED BY GAUGE SHALL HAVE THE FOLLOWING MINIMUM THICKNESSES:
25 GAUGE= 18 MILS 16 GAUGE= 54 MILS
22 GAUGE= 27 MILS 14 GAUGE= 68 MILS
20 GAUGE= 33 MILS 12 GAUGE= 97 MILS
18 GAUGE= 43 MILS
4. UNLESS NOTED OTHERWISE PROVIDE TOP AND BOTTOM WALL TRACKS WITH SAME THICKNESSES AS WALL STUDS.
5. PROVIDE BLOCKING AT 4'-0" O.C. VERTICAL ON ANY METAL STUD WALL THAT DOES NOT HAVE SHEATHING ATTACHED TO BOTH SIDES OF THE WALL.
6. CONTRACTOR TO COORDINATE AND PROVIDE FOR BLOCKING AS REQUIRED BY OTHER
TRADES AND AS MAY BE REQUIRED BY THE ARCHITECTURAL, MECHANICAL, PLUMBING OR ELECTRICAL DRAWINGS.
7. WELDING ELECTRODES SHALL BE E60XX. ALL WELDS OF GALVANIZED STEEL SHALL BE TOUCHED-UP WITH A ZINC-RICH PAINT.
8. ALL SCREWS SHALL BE GRABBER SELF-DRILLING SCREWS PER ICC-ES REPORT ESR-1271.
SCREWS USED ON EXTERIOR CONDITIONS INCLUDING EXTERIOR WALLS SHALL HAVE GRABBERGUARD COATING.
9. ALL SCREWS SHALL PROTRUDE BEYOND THE METAL MEMBERS BY A MINIMUM OF THREE FULL THREADS. MINIMUM EDGE DISTANCE AND SPACING FROM THE SCREW CENTERLINE LOCATION SHALL NOT BE LESS THAN 3/4".
10. ALL LIGHT GAGE STEEL FRAMING SHALL BE IN ACCORDANCE WITH AISI S100 "SPECIFICATIONS FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" AND THE CALIFORNIA BUILDING CODE AMENDMENTS.
11. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS, WEB
STIFFENERS, ANCHORS, AND FASTENING DEVICES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION.
12. ALL LIGHT GAUGE STEEL FRAMING THAT IS EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED TO G90 STANDARDS.
13. ALL HORIZONTAL FLOOR AND CEILING FRAMING SHALL BE UNPUNCHED SECTIONS.
REINFORCING STEEL (FOR CONCRETE)
1. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE CODE ACI 318, ACI 301, ACI 315 AND ASTM A615, GRADE 60 UNO.
2. BARS SHALL BE CLEAN OF MUD, OIL, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE SUPPORTED ON APPROVED CHAIRS.
4. REINFORCING BAR SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP ALL HORIZONTAL BARS AT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS.
5. BARS IN SLABS SHALL BE SECURELY SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL OR PLASTIC CHAIRS, PRIOR TO PLACING CONCRETE.
6. COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED
AND SUBMITTED TO THE ARCHITECT FOR APPROVAL BY THE STRUCTURAL ENGINEER
PRIOR TO FABRICATION IN ACCORDANCE WITH THE SPECIFICATIONS AND APPLICABLE CODES. THESE DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OF CONCRETE.
7. MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED PRIOR TO PLACEMENT OF CONCRETE.
8. CONTINUOUS INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING INSTALLATION OF REINFORCING STEEL. INSPECTION SHALL BE SCHEDULED SO THAT
PLACEMENT OF REINFORCING STEEL, CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OR REINFORCING STEEL.
9. ALL GRADE 60 REINFORCING STEEL SHALL BE CLEARLY MARKED TO DIFFERENTIATE THEM FROM GRADE 40 REINFORCING STEEL IF CONCURRENTLY ON SITE.
10. CONCRETE PROTECTION FOR REINFORCEMENT: THE FOLLOWING MINIMUM CLEAR CONCRETE COVER SHALL BE PROVIDED:
(i) CAST-IN-PLACE CONCRETE (NON-PRESTRESSED).
MINIMUM COVER, IN.
A. CONCRETE CAST AGAINST AND PERMANENTLY
EXPOSED TO EARTH 3
B. CONCRETE EXPOSED TO EARTH OR WEATHER:
NO. 6 THROUGH NO. 18 BAR 2
NO. 5 BAR, W31 OR D31 WIRE & SMALLER 1 1/2
C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT
WITH GROUND:
SLABS, WALLS, JOISTS:
NO. 14 AND NO. 18 BAR 1 1/2
NO. 11 BAR & SMALLER 3/4
BEAMS, COLUMN:
PRIMARY REINFORCEMENT TIES, STIRRUPS,
SPIRALS 1 1/2
WEDGE ANCHORS
1. ANCHOR DIAMETER REFERS TO THE THREAD SIZE OF THE WEDGE ANCHOR.
2. APPLY PROOF TEST LOADS TO WEDGE ANCHORS WITHOUT REMOVING THE NUT IF POSSIBLE. IF NOT, REMOVE NUT AND INSTALL A THREADED COUPLER TO THE SAME TIGHTNESS OF THE ORIGINAL NUT USING A TORQUE WRENCH AND APPLY LOAD.
3. REACTION LOADS FROM TEST FIXTURES MAY BE APPLIED CLOSE TO THE ANCHOR BEING
TESTED, PROVIDED THE ANCHOR IS NOT RESTRAINED FROM WITHDRAWING BY THE FIXTURE(S).
4. TEST EQUIPMENT IS TO BE CALIBRATED BY AN APPROVED TESTING LABORATORY IN ACCORDANCE WITH STANDARD RECOGNIZED PROCEDURES.
5. THE FOLLOWING CRITERIA APPLY FOR THE ACCEPTANCE OF INSTALLED ANCHORS:
HYDRAULIC RAM METHOD: THE ANCHOR SHOULD HAVE NO OBSERVABLE MOVEMENT AT THE APPLICABLE TEST LOAD. FOR WEDGE AND SLEEVE
TYPE ANCHORS, A PRACTICAL WAY TO DETERMINE OBSERVABLE
MOVEMENT IS THAT THE WASHER UNDER THE NUT BECOMES LOOSE.
6. TESTING SHOULD OCCUR 24 HOURS MINIMUM AFTER INSTALLATION OF THE SUBJECT ANCHORS.
7. THE TABULATED VALUES ARE FOR ANCHORS INSTALLED A MINIMUM OF 12 ANCHOR DIAMETERS ON CENTER AND A MINIMUM EDGE DISTANCE OF 10 ANCHOR DIAMETERS.
8. THE TABULATED VALUES FOR LIGHT WEIGHT CONCRETE ARE FOR ANCHORS INSTALLED
IN LIGHTWEIGHT EXPANDED SHALE AGGREGATE CONCRETE HAVING THE COMPRESSIVE STRENGTH AT THE TIME OF INSTALLATION. CONCRETE AGGREGATE MUST COMPLY WITH U.B.C. STANDARD NO. 19-3.
9. WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWDER DRIVEN PINS IN
POST-TENSIONED OR REINFORCED SLABS, CARE SHALL BE TAKEN TO AVOID THE REINFORCING STEEL AND TENDONS, MAINTAIN 2" CLEARANCE FORM ANCHORS TO EXISTING REINFORCING BARS AND TENDONS. USE NON-DESTRUCTIVE TESTING TO
DETERMINE LOCATION OF REINFORCING AND TENDONS WHERE LOCATION OF THOSE ITEMS ARE NOT CERTAIN.
INSPECTIONS NOTES
THE OWNER WILL EMPLOY AN APPROVED SPECIAL INSPECTION AGENCY THAT WILL PROVIDE THE SPECIAL INSPECTIONS PRESCRIBED BY THE CODE AND THE CONSTRUCTION DOCUMENTS. THE
INTENT OF THE CONSTRUCTION DOCUMENTS IS TO PROVIDE THE CODE REQUIRED INSPECTIONS
AND IF LESS THAN THIS IS REFERENCED IT SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER AND ARCHITECT FOR CORRECTION.
THE SPECIAL INSPECTION AGENCY SHALL BE APPROVED IN ACCORDANCE WITH SECTION 1703 OF THE CODE BY THE CITY OF SACRAMENTO. ALL SPECIAL INSPECTIONS AND REPORTS SHALL BE IN ACCORDANCE WITH SECTION 1704 & 1705 OF THE CODE.
THE CONTRACTOR SHALL PROVIDE PROOF OF CERTIFICATION FOR ALL FABRICATORS PRIOR TO START OF CONSTRUCTION. A COPY SHALL BE PROVIDED TO THE SPECIAL INSPECTOR AND IF
PROOF IS NOT PROVIDED THEN IN-PLANT INSPECTION WILL BE REQUIRED AND THE CONTRACTOR SHALL SCHEDULE SUCH INSPECTIONS.
CONCRETE
VERIFICATION AND
INSPECTION
CONTINUOUS
PERIODIC
REFERENCED
STANDARD
1. INSPECTION REINFORCEMENT, AND VERIFY PLACEMENT.
INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE
MEMBERS.
2. a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR
UPWARDLY INCLINED ORIENTATIONS TO RESIST
SUSTAINED TENSION LOADS
b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS
NOT DEFINED IN 4.a.
VERIFYING USE OF REQUIRED DESIGN MIX
3. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR
STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS,
AND DETERMINE THE TEMPERATURE OF THE CONCRETE.
4. 5. INSPECT CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES.
6. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.
INSPECT FORM WORK FOR SHAPE, LOCATION AND DIMENSIONS
OF THE CONCRETE MEMBER BEING FORMED.
7. - X
X -
- X
- X
X -
X -
- X
- X
ACI 318 CH.20, 25.2,
25.3, 26.6.1-26.6.3
ACI 318: 17.8.2.4
ACI 318: 17.8.2
ACI 318: CH. 19,
26.4.3, 26.4.4
ASTM C172 ASTM
C31 ACI 318: 26.5,
26.12 ACI 318: 26.4.5
ACI 318:
26.5.3-26.5.5
ACI 318:
26.11.2(b)
STEEL
VERIFICATION AND
INSPECTION
CONTINUOUS
PERIODIC
REFERENCED
STANDARD
1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS:
a. IDENTIFICATION MARKINGS TO CONFORM TO
ASTM STANDARDS SPECIFIED IN THE APPROVED
CONSTRUCTION DOCUMENTS.
- X
b. MANUFACTURER'S CERTIFICATION OF
COMPLIANCE REQUIRED. - X
MATERIAL VERIFICATION OF WELD FILLER MATERIALS:2.
a. IDENTIFICATION MARKINGS TO CONFORM TO
AWS SPECIFICATIONS IN THE APPROVED
CONSTRUCTION DOCUMENTS.
b. MANUFACTURER'S CERTIFICATE OF
COMPLIANCE REQUIRED.
INSPECTION OF WELDING:3.
a. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK:
1) COMPLETE AND PARTIAL PENETRATION
GROOVE WELDS.
2) MULTIPASS FILLET WELDS.
3) SINGLE-PASS FILLET WELDS > 5/16".
4) PLUG AND SLOT WELDS
5) SINGLE-PASS FILLET WELDS <= 5/16".
6) FLOOR AND ROOF DECK WELDS.
(1) SPECIAL INSPECTOR SHALL VERIFY THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS PRIOR TO THE START OF WORK. A VISUAL INSPECTION OF ALL WELDS IS REQUIRED PRIOR TO COMPLETION OR SHIPMENT.
APPLICABLE ASTM
MATERIAL SPECIF-
ICATIONS; AISC
360, SECTION A3.3,
J3.1
AISC 360, A3.3 &
N3.2
AISC 360, A3.5 &
N3.2- X
- X AISC 360, A3.2
X -
X -
X -
- X1
-
X -
X1
A
ISC 360, A3.2
AWS
D1.3
STRUCTURAL STEEL
1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED BY AN APPROVED AND LICENSED FABRICATOR IN ACCORDANCE WITH AISC 360, AND AISC 341.
2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION AS INDICATED BELOW (UNO):
PLATES UNO. A36 GR36 OR
A572 GR50 WHERE NOTED.
PIPE COLUMNS A53, GRADE B Fy=35ksi
HSS SQUARE & RECT. SECTIONS A500, GRADE C Fy=50ksi
BOLTS F3125 GRADE A325 UNO
ANCHOR RODS/BOLTS IN CONCRETE/MASONRY F1554 GR36 OR
F1554 GR55 S1 (WELDABLE)
3. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS TO THE
ARCHITECT OF ALL STEEL FOR ARCHITECT'S AND STRUCTURAL ENGINEER'S REVIEW AND APPROVAL BEFORE FABRICATION. ITEMS LISTED IN AISC 360, N3.2 SHALL BE AVAILABLE AND SUBMITTED TO THE EOR IF REQUESTED.
4. BOLT HOLES IN STEEL SHALL BE 1/16" LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED UNO.
5. PAINTING OF STRUCTURAL STEEL SHALL COMPLY WITH THE REQUIREMENTS OF AISC 360.
6. ALL WELDING IS TO BE DONE BY CERTIFIED WELDERS USING E70XX ELECTRODES (UNO).
ALL WELDS SHALL BE IN CONFORMITY WITH THE PROJECT SPECIFICATIONS AND THE CODE FOR WELDING IN BUILDING CONSTRUCTION (AWS D1.1 AND D1.8 LATEST REVISION) OF THE AMERICAN WELDING SOCIETY.
7. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED.
WHERE FILLET WELD SYMBOL IS GIVEN WITHOUT INDICATION OF SIZE, USE MINIMUM SIZE WELDS AS SPECIFIED IN AISC MANUAL OF STEEL CONSTRUCTION 15TH EDITION, SECTION J2.2b.
8. ALL EXPOSED STRUCTURAL STEEL AND MISCELLANEOUS METAL SHALL BE HOT DIP GALVANIZED AFTER FABRICATION UNO.
9. QUALITY CONTROL (QC) PROVIDED BY THE FABRICATOR AND ERECTOR SHALL BE PER AISC 360, CHAPTER N AND AISC 341, CHAPTER J WITH ADDITIONAL REQUIREMENTS NOTED HEREIN.
10. FABRICATOR SHALL NOTIFY EOR AND ARCHITECT IF QUALITY ASSURANCE (QA) INSPECTIONS AT THEIR SHOP IS REQUIRED AND SHALL PAY FOR SUCH INSPECTIONS. IF
FABRICATOR IS APPROVED BY THE AHJ TO PROVIDE THEIR OWN QUALITY ASSURANCE THEN DOCUMENTATION FOR SUCH APPROVAL SHALL BE PROVIDED UPON REQUEST.
DOCUMENTATION OF SHOP QA/QC INSPECTIONS AND TESTING SHALL BE PROVIDED BY THE FABRICATOR TO THE EOR UPON REQUEST. IF NOT TESTING IN THE SHOP IS REQUIRED PER AISC 360/341 THEN SUCH REPORTS SHALL BE SUBMITTED TO THE EOR.
11. IF "DEMAND CRITICAL WELDS" ARE REFERENCED IN THE STRUCTURAL DRAWINGS THEN
SUBMIT THE FOLLOWING TO THE ENGINEER PRIOR TO FABRICATION RELATED TO THESE GROUPS OF JOINTS.
- WELDING PROCEDURE SPECIFICATION (WPS)
- COPIES OF THE MANUFACTURERS CERTIFICATE OF CONFORMANCE FOR ALL ELECTRODES, FLUXES AND SHIELDING GASSES TO BE USED. - SUBMIT MANUFACTURERS CERTIFICATIONS THAT THE FILLER METAL
MEETS THE SUPPLEMENTAL NOTCH TOUGHNESS REQUIREMENTS AS
REQUIRED BY AWS D1.8
- MANUFACTURERS PRODUCT DATA SHEETS FOR SMAW, FCAW AND GMAW COMPOSITE FILLER METALS TO BE USED.
- BOLT INSTALLATION PROCEDURES.
- SPECIFIC ASSEMBLY ORDER, WELDING SEQUENCE, WELDING TECHNIQUE
OR OTHER SPECIAL PRECAUTIONS TO LIMIT INTERNAL BUILT-UP
STRESSES IN JOINTS OR GROUPS OF JOINTS WITH DEMAND CRITICAL WELDS.
S 5390
Exp. 06-30-24EMILY
JO PE T T I T BROWNREGISTERED PROFESS IONAL ENGINEER
S T R U C T U R A LSTAT E O F C A L I F ORN I A
1101 Creekside Ridge Dr, Suite 150
R
oseville, CA 95678
O:916.772.7688
F:916.772.7699
www.kpff.com
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
Date: 10/25/23
11/29/2023 5:52:17 PM
C:\Users\hkadani\Documents\2300-090-Sac Winn [email protected]
GENERAL
NOTES, SHEET
INDEX AND
SPECIAL
INSPECTION
HM
2300-090
11/29/23
100% CD
S1.0
MD
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park TI
SHEET INDEX
S1.0 G ENERAL NOTES, SHEET INDEX AND SPECIAL INSPECTION S2.1 BASEMENT FOUNDATION PLAN & FIRST FLOOR FRAMING PLAN S2.2 ROOF FRAMING PLAN
S4.1 CONCRETE DETAILS
S5.1 METAL STUD DETAILS
S5.2 METAL STUD DETAILS
S6.1 MECHANICAL SCREEN DETAILS
# Date Revision
1 1
2 2
A A
B B
41' - 0 1/8"
41' - 0 3/16"
(E) 10
x 10
(E) 10
x 10
10 x 10 (E) 10
x 10
(E) 12
x 12
(E) 6 x
8 (E) 6 x
8 (E) 6 x
8 (E) 10
x 10
(E) 6 x
8 (E) 10
x 10(E) 10
x 10
(E) 10
x 10
(E) 6 x
8 (E) 12
x 12
(E) 21"
(E) 12
x 12
(E) 12
x 12
(E) FTG 3'-0" SQ x
12" DEEP
(E) SOG PER
NOTE #4
(E) 8" CONC WALL
(E) 6" CONC WALL
TYP AT INT CONC WALLS UNO
(E) 1'-6" WIDEx10" DEEP STRIP FTG
(E) 8" CONC
WALL
(E) 6" CONC WALL
(E) 6" CONC
WALL
(E) 6" CONC WALL
(E) 6 x
8 (E) 6 x
8 (E) 6 x
8 6 x 8
STRIP FTG, TYP UNO
(E) 3' - 0" WIDEx12" DEEP
TYPE "B" BACKING FOR
ATTACHMENT OF
CABINETS PER 3/S5.1.
(N) SEWER LINE
PER PLUMBING
4 S4.1
_________________________________________________________________________________ 4 S4.1
_________________________________________________________________________________ AT (N)
SEWER LINE
1 1
2 2
A A
B B
(E) 10 x 16
(E) 10 x 16(E) 10 x 16
(E) 10 x 16
(E) 8 x 12(E) 8 x 12
(E) 8 x 12
(E) 8 x 12
(E) 8 x 15
(E) 8 x 15
41' - 0 1/8"
41' - 0 3/16"
(E) C6x10.5 (E) C6x10.5(E) C6x10.5(E) C6x10.5
(E) C6x10.5
(E) C6x10.5
(E) C6x10.5
(E) CONC WALL
BELOW (E) CONC WALL
BELOW
(E) 5"
CONCRETE
SLAB
(E) ABANDONED NO
ACCESS STAIRWAY TO
REMAIN PER ARCH(E) 12
x 12
(E) 12
x 12
(E) STEEL
PAN STAIR
(E) CONC WALL
BELOW
(E) 6" CONC
WALL
(E) C12x20.7 STRINGER
(E) C12x20.7 STRINGER
(E) 6 x 12
(E) CONC WALL
BELOW
(E) C6x10.5
(E) C6x10.5
(E) CONC WALL
BELOW
(E) C
(E) C
2 S4.1
_________________________________________________________________________________ L5x5x3/8
L5x5x3/8
(N) CONCRETE INFILL
AT (E) OPENING
(N) HSS7x4x1/4
2 S5.2
_________________________________________________________________________________
PLAN NOTES
TOF = 0'-0"
5. INDICATES OUTLINE OF (E) FOUNDATION,
TYPICAL.
6. INDICATES (E) CONC WALL.
7. INDICATES (N) NON-BEARING METAL STUD
PARTITION WALL FULL HEIGHT TO
UNDERSIDE OF SLAB UNO.
9. INDICATES TOP OF SLAB ELEVATION.
SEE SHEET S1.0 FOR STRUCTURAL GENERAL NOTES AND
SPECIAL INSPECTION.
1. VERIFY/OBTAIN ALL DIMENSIONS FROM THE ARCHITECTURAL
DRAWINGS.
2. (E) SLAB ON GRADE PER ARCH. CONTRACTOR TO VERIFY THE SLAB IS 5" THICK WITH #4 @ 16" ON CENTER EACH WAY.
4. PROVIDE AND COORDINATE OPENINGS FOR MECHANICAL WORK
AS REQUIRED.
3. 11. INDICATES TOP OF FOOTING ELEVATION
T.O.
SEE SHEET S2.2 FOR ROOF FRAMING PLAN.
SEE SHEET S4.1 FOR CONCRETE DETAILS.
SEE SHEET S5.1 FOR METAL STUD DETAILS.
8. INDICATES (E) CONCRETE COLUMN ABOVE
PER PLAN.
#x#
ALL DIMENSIONS ARE TO FACE OF CONCRETE WALL UNLESS
NOTED OTHERWISE.
10. 12.
PLAN NOTES
SEE SHEET S1.0 FOR STRUCTURAL GENERAL NOTES AND
SPECIAL INSPECTION.
1. VERIFY/OBTAIN ALL DIMENSIONS FROM THE ARCHITECTURAL
DRAWINGS.
2. PROVIDE AND COORDINATE OPENINGS FOR MECHANICAL WORK
AS REQUIRED.
3. SEE SHEET S2.2 FOR ROOF FRAMING PLAN.
SEE SHEET S4.1 FOR CONCRETE DETAILS.
SEE SHEET S5.1 FOR METAL STUD DETAILS.
4. S 5390
Exp. 06-30-24EMILY
JO PE T T I T BROWNREGISTERED PROFESS IONAL ENGINEER
S T R U C T U R A LSTAT E O F C A L I F ORN I A
1101 Creekside Ridge Dr, Suite 150
R
oseville, CA 95678
O:916.772.7688
F:916.772.7699
www.kpff.com
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
Date: 10/25/23
11/29/2023 5:52:19 PM
C:\Users\hkadani\Documents\2300-090-Sac Winn [email protected]
BASEMENT
FOUNDATION
PLAN & FIRST
FLOOR
FRAMING PLAN
HM
2300-090
11/29/23
100% CD
S2.1
MD
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park TI
1/4" = 1'-0"1 BASEMENT FOUNDATION PLAN
1/4" = 1'-0"2 FIRST FLOOR FRAMING PLAN # Date Revision
10x15.3
10x15.3
REF 5/S4.1 FOR ACCEPTABLE PENETRATIONS IN CONCRETE
WALLS.
5. INDICATES (E) WALL BELOW.
6. INDICATES (E) CONC WALL.
7. INDICATES (N) NON-BEARING METAL STUD
PARTITION WALL. SEE PLAN FOR SIZING.
9. INDICATES TOP OF SLAB ELEVATION.T.O.
8. INDICATES (E) CONCRETE COLUMN ABOVE
PER PLAN.
#x#
ALL DIMENSIONS ARE TO FACE OF CONCRETE WALL UNLESS
NOTED OTHERWISE.
10. 1
03/08/24
CYCLE 1 REVIEW
1 REF 5/S4.1 FOR ACCEPTABLE PENETRATIONS IN CONCRETE
WALLS.
13. INDICATES INFILL OF (E) CONCRETE
OPENING. SEE 3/S4.1 FOR INFILL OF (E)
OPENINGS.
SEE 5/S4.1 FOR FURRING ATTACHMENT TO (E) CONCRETE WALL
WHERE OCCURS PER ARCH
.
14. 1
1 1
2 2
A A
B B
(E) 5 x 11
(E) 5 x 11
(E) 5 x 11
(E) 5 x 11(E) 5 x 11
(E) 12 x 24 (E) 5 x 11
(E) 5 x 11
(E) 5 x 11
(E) 5 x 11
(E) 12 x 24
(E) 5 x 11
(E) 5 x 11
(E) 5 x 11
(E) 5 x 11
(E) 5 x 11
41' - 0 1/8"
41' - 0 3/16"
(E) C6x10.5
(E) C6x10.5
(E) W10x22
(E) W10x22
(E) CONC WALL
BELOW
(E) CONC WALL
BELOW
(E) 3" CONC
SLAB TYP
UNO
(N) ROOFTOP
MECHANICAL SCREEN
(E) 3 1/2"
CONC SLAB
(E) 3 1/2"
CONC SLAB
(E) 3 1/2"
CONC SLAB
(E) CONC WALL
BELOW
(N) CONDENSER,
TYP
TYP
4' - 6"
(4) KICKERS
S6.1
1 S6.1
2 S6.1 3
S6.13
(N) UNIT PER MECH,
MAX WEIGHT = 2,320#
HSS4x4x1/4
HSS4x4x1/4
HSS4x4x1/4
HSS4x4x1/4
HSS4x4x1/4
HSS4x4x1/4
HSS4x4x1/4
HSS4x4x1/4
HSS4x4x1/4
HSS4x4x1/4
HSS4x4x1/4
HSS4x4x1/4
PER ARCH
OPENINGHSS4x4x1/4
PLAN NOTES
5. INDICATES (E) WALL BELOW.
6. INDICATES (E) CONC WALL.
SEE SHEET S1.0 FOR STRUCTURAL GENERAL NOTES AND
SPECIAL INSPECTION.
1. VERIFY/OBTAIN ALL DIMENSIONS FROM THE ARCHITECTURAL
DRAWINGS.
2. PROVIDE AND COORDINATE OPENINGS FOR MECHANICAL WORK
AS REQUIRED.
3. SEE SHEET S2.1 FOR BASEMENT FOUNDATION PLAN &
FIRST FLOOR FRAMING PLAN.
SEE SHEET S4.1 FOR CONCRETE DETAILS.
SEE SHEET S5.1 FOR METAL STUD DETAILS.
7. INDICATES (E) CONCRETE COLUMN BELOW
PER PLAN.
ALL DIMENSIONS ARE TO FACE OF CONCRETE WALL UNLESS
NOTED OTHERWISE.
4. CONTRACTOR TO SCAN THE EXISTING SLAB TO DETERMINE THE
SPACING OF EXISTING REINFORCMENT AND SHALL NOTIFY KPFF
OF THE FINDINGS. FOLLOWING APPROVAL BY KPFF,
CONTRACTOR SHALL TAKE CORE OF EXISTING SLAB WITHIN THE
AREA WHERE SLAB REMOVAL IS PROPOSED TO VERIFY THE
EXISTING SLAB THICKNESS. CARE SHALL BE TAKEN TO NOT
DAMAGE OR CUT EXISTING REINFORCEMENT.
9. 8. INDICATES (N) HSS SCREEN WALL PER
ELEVATIONS ON S6.1.
S 5390
Exp. 06-30-24EMILY
JO PE T T I T BROWNREGISTERED PROFESS IONAL ENGINEER
S T R U C T U R A LSTAT E O F C A L I F ORN I A
1101 Creekside Ridge Dr, Suite 150
R
oseville, CA 95678
O:916.772.7688
F:916.772.7699
www.kpff.com
DATE:
D
RAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
Date: 10/25/23
11/29/2023 5:52:20 PM
C:\Users\hkadani\Documents\2300-090-Sac Winn [email protected]
ROOF FRAMING
PLAN
HM
2300-090
11/29/23
100% CD
S2.2
MD
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park TI
1/4" = 1'-0"1 ROOF FRAMING PLAN
# Date Revision
(E) SLAB
AS REQ'D
EQEQ
4"
REINF TO MATCH (E) W/
SIMPSON SET-XP EPOXY W/
6" EMBED, TYP (#4 @ 12" OC
MAX), (3) MIN EA WAYTYP
4" MIN CLR
(N) CONC INFILL f'c =
4,000 PSI
(E) 5" SLAB
(E) CONC BEAM OR
WALL BEYOND
3 1/2" MIN
SHIM AS REQUIRED OR ALTERNATIVELY
FILL VOID WITH 5,000 PSI HIGH STRENGTH,
NON-SHRINK GROUT.
ANGLE PER PLAN
3"
1"
1/4 3
(E) CONC WALL
CAP TRACK TO MATCH STUD
GAUGE AND THICKNESS
WHERE OPENING OCCURS
W/ #10 SMS @ 12" OC EA
FACE AND WITHIN 3" OF
EACH END
TRACK TO MATCH STUD
GAUGE AND THICKNESS W/
L2x2x18GAx0'-3" W/ (2) #10
SMS EA LEG TYP EA END
OPENING WHERE OCCURS
PER MECH / PLUMBING
WHERE OPENING WIDTH
EXCEEDS 16" PROVIDE
ADDITIONAL STUD BELOW
OPENING
TRACK TOP AND BOTTOM
TO MATCH WALL
THICKNESS AND GAUGE
(N) METAL STUDS @ 16" OC PER
SCHEDULE ON 6/S5.1 WITH
THICKNESS AS REQUIRED TO
FLUSH OUT WALL PER ARCH
1/4"ø x 1 5/8" MIN EMBED HILTI
KWIK HUS-EZ @ 32" OC MAX, (2)
MIN. TYP ALL (4) SIDES
TYP
6" MAX
(2) #10 SMS EA CONTACT TYP
(E) SLAB
GRAVEL TO MATCH (E)
VAPOR BARRIER TO MATCH (E)
(15 MIL MIN), SEAL SEAMS PER
MFR REQUIREMNTS WHERE
ADJACENT OCCURS
AS REQ'D
EQ
EQ
4"
REINF TO MATCH (E) W/
SIMPSON SET-XP EPOXY
W/ 6" EMBED, TYP (#4 @
18" OC MAX)TYP
4" MIN CLR
(N) CONC INFILL W/ f'c=
4,000 PSI
PIPE TRENCH SHALL
BE LOCATED SO THAT
FOOTING WILL NOT BE
UNDERMINED
WHEN EXCAVATION IS
REQUIRED BELOW THIS LINE,
EXCAVATE AND FILL BELOW
FOOTING WITH A 200 PSI
SAND SLURRY OR
UNREINFORCED CONCRETE
(E) FTG
BACKFILL
PER PLUMBING
VIF
(E) FTG
AS REQ'D
TYP
3" 9"
1 2
PIPE PER
PLUMBING
(E) CONC WALL
WHERE OCCURS
TYP
6" MIN
TYP
1/2"
TYP
6" MIN
PIPE PENETRATION THROUGH FOOTING
WHERE OCCURS. IT IS ACCEPTABLE TO
DRILL 4"ø MAX HOLE. CONTRACTOR
SHALL SCAN AND LOCATE REINFORCING
PRIOR TO DRILLING. DO NOT CUT OR
DRILL (E) REINF.
WHERE PIPE PENETRATION OCCURS
BELOW (E) FOOTING, CONTRACTOR SHALL
SHORE FRAMING AS REQUIRED AND LIMIT
EXCAVATION UNDER FOOTING. BACKFILL
W/ 200 PSI SAND SLURRY. PIPE SHALL BE
WRAPPED W/ 1" FOAM. CONTRACTOR
SHALL SUBMIT A SHORING PLAN STAMPED
AND SIGNED BY A LICENSED ENGINEER
FOR ARCHITECT/ENGINEER REVIEW.
S 5390
Exp. 06-30-24EMILY
JO PE T T I T BROWNREGISTERED PROFESS IONAL ENGINEER
S T R U C T U R A LSTAT E O F C A L I F ORN I A
1101 Creekside Ridge Dr, Suite 150
R
oseville, CA 95678
O:916.772.7688
F:916.772.7699
www.kpff.com
DATE:
D
RAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
Date: 10/25/23
11/29/2023 5:52:20 PM
C:\Users\hkadani\Documents\2300-090-Sac Winn [email protected]
CONCRETE
DETAILS
Author
2300-090
11/29/23
100% CD
S4.1
Checker
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park TI
1" = 1'-0"FLOOR PATCH DETAIL 2
1" = 1'-0"(N) REINF AT (E) CONC LIGHTWELL OPENING 3
1" = 1'-0"SLAB PATCH DETAIL 1
# Date Revision
1" = 1'-0"PIPE SLEEVE AND TRENCH FTG DETAIL 4
3" MIN
1'-0" MIN
(E) DOOR OPENING
WHERE OCCURS
2" Ø MAX. MAXIMUM OF
(2) SUCCESSIVE HOLES
WITHIN 3'-0" OF EACH
OTHER
NOTE:
CONTRACTOR SHALL SCAN AND LOCATE
REINFORCING PRIOR TO DRILLING OR CUTTING. DO
NOT CUT OR DAMAGE EXISITING REINFORCING
PIPE PENETRATION DETAIL
5 NTS
L3x3x1/4x0'-5" w/ (2) 3/8"
DIAMETER HILTI KB-TZ W/ 2
1/2" NOMINAL EMBEDMENT (2"
EFFECTIVE)
3/8" DIAMETER HILTI KB-TZ2 @ 32" OC
MAX, TYP EA ANGLE
(E) SLAB WHERE OCCURS, SAWCUT
AND PATCHBACK PER 1/- SIM
1 03/08/24
CYCLE 1 REVIEW
1 1
1 TOP TRACK MEMBER TYP
TRIM FLANGE OF ONE TRACK
AND EXTEND WEB TOP LAP
AT CORNER TOP TRACK
(4) #10 SCREWS
CONNECTING
TOP TRACK TYP
TOP TRACK
MEMBER TYP
1 1/2" CRC
@ 48" OC
GYPBOARD OR
SHEATHING ON
ONE SIDE ONLY
(2)#10 SMS
TO CRC
(2)#10 SMS
TO STUD
1 1/2"x1 1/2"x16GA
CLIP ANGLE @ EA
STUD LENGTH SHALL
BE 1/2" LESS THAN
STUD DEPTH
WALL STUD
TYP
1 1/2"x1 1/2"x16GA
CRC CHANNEL
FASTENED TO ANGLE
W/ (2) #10 SCREWS
1"x1 1/2"GA CLIP ANGLE
FASTENED TO STUD W/ (2)
#10-16 SCREWS (TYP)
(ANGLE LENGTH SHALL NOT
BE MORE THAN 1/2" LESS
THAN STUD DEPTH)
4'-0" MAX
SPACING
4'-0" MAX
SPACING
A DETAIL
Scale: 1 1/2"=1'-0" B DETAIL
Scale: 1 1/2"=1'-0" C DETAIL
Scale: 1 1/2"=1'-0"
* ACCEPTABLE FOR HANGING
PICTURES, MIRRORS, SOAP
DISPENSERS & HAND DRYERS
MAX WT = 20#
* ACCEPTABLE FOR HANGING
WALL STANDARDS & WALL-HUNG
CABINETS, TVS
MAX WT = 150#
* ACCEPTABLE FOR GRAB
BARS AND ALL ITEMS NOT
LISTED IN A&B
MAX WT = 500#
600T150-54 BACKING PL
NOTCHED OVER DBL
STUDS W/ (6) #10 SMS
EA END
#10 SMS @ 4" OC TYP
16GA DBL STUD BACK TO
BACK TO MATCH WALL
WIDTH W/ #10 SMS @ 12"
OC STAGGERED TYP EA
SIDE OF BACKING PL.
362S162-54 STRONGBACK
AT TOP & BOLT FLANGE
OF BACKING PL. CLIP
FLANGES AT DBL STUD.
L1 1/2x1 1/2x16GAx0'-3"
LONG W/ (2) #10 SMS
EA LEG. TYP EA END
OF EA STRONGBACK
STUD PER
PLAN
600T150-54 TRACK W/
FLANGES NOTCHED OVER
STUDS W/ (4 )#10 SMS EA
LEG
STUD PER
PLAN
6"x16GA FLAT STRAP W/
(3) #10 EA END
PLAN
A SECTION
TOP TRACK
14GA TRACK @
SHEAR WALL LINES
1'-2" LONG STUD
SECTION MATCH
TRACK GAUGE
TOP TRACK
(6) #10 SCREWS @ 7/8" OC STAGGER
(TYP EA SIDE OF SPLICE)
A
-
A CORNER
B INTERSECTION
TYP STUD
#10 SMS @
6" OC MAX
TYP STUD W/
2" FLANGES
TYP TRACK
TYP TRACK
TYP TRACK
TYP STUD#10 SMS @
6" OC MAX
TYP TRACK
TYP TRACK
OR STUD
#10 SMS @
6" OC MAX
TYPICAL STUD
MEMBER
TYPICAL STUD
SPACING (IN)
MAXIMUM STUD
LENGTH
250S162-33
362S162-33
400S162-33
600S162-33
16 16
16 16
TYPICAL STUD
MEMBER
TYPICAL STUD
SPACING (IN)
MAXIMUM STUD
LENGTH
250S162-33
362S162-33
400S162-33
600S162-33
600S162-43
600S162-54
800S162-43
800S162-54
12'-0"
16'-0"
17'-3"
23'-9"
24 24
24 24
24 24
24 24
10'-6"
14'-0"
15'-1"
20'-6"
22'-10"
24'-5"
28'-8"
30'-9"
NOTE:
1. SIZES SHOWN ARE MINIMUM SIZES, SEE ARCH FOR SIZE OF ALL INTERIOR PARTITIONS.
2. WHERE WALLS ARE NOT FINISHED ON BOTH SIDES, PROVIDE LATERAL BRACING PER 4/S601 AT 48" OC. 7" MIN
TYPICAL
SOG PER
PLAN
SEE NOTE 1 AND 2
TRACK TO MATCH WALL
STUD DEPTH/GAUGE W/
(2) #10 SMS EACH STUD
STL STUDS PER PLAN
AND SCHED ON -/-
NOTES:
1. USE 1/2"øx2 1/2" HILTI KH-EZ AT 4'-0" OC MAX, (2) MIN PER WALL W/ 0.157"øx1 3/4" EMBED HILTI X-U SHOT PIN AT 16" OC IN BETWEEN WHERE WALL HEIGHT ≤ 15'-0".
2. USE 1/2"øx2 1/2" HILTI KH-EZ AT 4'-0" OC MAX, (2) MIN PER WALL W/ 0.157"øx1 3/4" EMBED HILTI X-U SHOT PIN AT 8" OC IN BETWEEN WHERE WALL HEIGHT > 15'-0".
3. PROVIDE CURB WHERE NOTED ON PLAN. SHOT PINS NOT PERMITTED WHEN PARTITION RESTS ON CURB LESS THAN 6" WIDE. USE CAST-IN-PLACE ANCHOR OR HILTI KB-TZ OTHERWISE.
TRACK EXTENDING
OVER POST
HEADER FRAMING
INTO SIDE OF WALL
TYPICAL HEADER
AS ALT TO WELD USE PL
W/GAUGE TO MATCH STUDS @
18" OC W/ (2) #10SMS TO EA
STUD, TYP EA SIDE
TOP TRACK WHERE REQ'D W/ GAUGE TO
MATCH STUDS ABOVE. ATTACH TO HDR
W/ #10 SMS @ 6" OC STAGGERED
STUDS PER
HDR SCHEDULE
HDR W/ POST W/
(5) #10 SMS EA
FACE
DBL WALL STUD
DIM PER PLAN
(20GA MIN)
TOP & BOTT TRACK TO MATCH STUD GAUGE
W/ 1 1/2" FLANGE. CLIP FLANGES, FOLD WEB
& ATTACH TO DBL STUD W/ (4) #10 SMS TYP
USE #10 SMS @ 12" OC EA SIDE, TYP
NOTE:
SEE TYP HDR (@ RIGHT) FOR INFO NOT SHOWN
1/8 1 1/2-12
EA SIDE 16GA MIN
STUDS
NOTE:
SEE TYP HDR (@ RIGHT) FOR INFO NOT SHOWN
SLIP TRACK TO MATCH STUD
GAUGE AND 1 1/2" FLANGE,
UNO
(2) #10 SMS
EA STUD
(E) CONCRETE SLAB
(2) 0.157"ø x 3/4" HILTI X-U
SHOT PINS @ 12" OC
3/4" GAP
4"
MIN3"
TYP1"
4"
TYP1"
EXISTING CONCRETE
WALL PER PLAN
WALL STUD PER PLAN
L5x2x14GAx0'-6" LONG W/ (3) #10
SMS TO STUD W/ (2) 0.157"øx1"
EMBED HILTI X-U SHOT PINS TO
WALL @ 32" OC HORIZ (1) ANGLE
REQUIRED @ EA KING STUD MIN
18GA TRACK W/ 1 1/2" FLANGE W/
(2) #10 SMS EACH STUD
OPENING PER ARCH
18GA TRACK W/ 1 1/2" FLANGE W/
(2) #10 SMS EACH STUD
WALL STUD PER PLAN
L5x2x14GAx0'-6" LONG W/ (3) #10
SMS TO STUD W/ (2) 0.157"øx1"
EMBED HILTI X-U SHOT PINS TO
WALL @ 32" OC HORIZ (1) ANGLE
REQUIRED @ EA JAMB STUD MIN
MIN3"
EXISTING CONCRETE
WALL PER PLAN
TRACK PER PLAN
16GA STUD W/ 2" FLANGES AND DEPTH
TO MATCH NOMINAL WALL THICKNESS
PER ARCH
43 MILL MIN TRACK W/ 1 1/2" FLANGES
& #10 SMS @ 12" OC EACH LEG
#10 SMS @ 12" OC STAGGERED
#10 SMS @ 12" OC TYP EACH LEG
PER
ARCH
CONC WALL PER
PLAN
L2x2x16GAx0'-6" CLIP @ 32" OC
W/ (2) 0.157"øx1 1/4" EMBED
HILTI X-U SHOT PINS TO WALL
& (2) #10 SMS TO TOP TRACK
1'-0" MAX
SUSPENDED CEILING PER ARCH
TOP TRACK WIDTH & GAGE TO
MATCH STUDS W/ 1 1/2" FLANGES
(2) #10 SMS EA STUD
METAL STUD PER SCHEDULE
0.157"øx3/4" HILTI X-U
SHOT PINS @ 16" OC
16GA TRACK W/ 1 1/2"
FLANGES & WIDTH TO
MATCH STUDS
(E) SOG
STUD SCHEDULE
WALL HEIGHT
0'-0" TO 10'-6"
STUD TYPE & SPACING
250S162-43 @ 24" OC MAX
10'-7" TO 21'-0"
362S162-54 MIN W/
NOMINAL THICHNESS
PER ARCH @ 16" OC MAX
0.157"ø x 3/4" HILTI X-U
SHOT PINS @ 24" OC
STUD PER METAL
STUD SCHEDULE
TYP
FINISH PER ARCH
(E) CONC WALL
WHERE OCCURS
S 5390
Exp. 06-30-24EMILY
JO PE T T I T BROWNREGISTERED PROFESS IONAL ENGINEER
S T R U C T U R A LSTAT E O F C A L I F ORN I A
1101 Creekside Ridge Dr, Suite 150
R
oseville, CA 95678
O:916.772.7688
F:916.772.7699
www.kpff.com
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
Date: 10/25/23
11/29/2023 5:52:21 PM
C:\Users\hkadani\Documents\2300-090-Sac Winn [email protected]
METAL STUD
DETAILS
HM
2300-090
11/29/23
100% CD
S5.1
MD
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park TI
1" = 1'-0"TOP TRACK AT CORNER 1
1" = 1'-0"LATERAL BRACING COLD ROLLED CHANNEL 2
1 1/2" = 1'-0"TYPICAL MOUNTING DETAILS 3
1" = 1'-0"TYPICAL TOP TRACK SPLICE 4
1" = 1'-0"TYPICAL STUD INTERSECTION 5
1" = 1'-0"INTERIOR NON-STRUCTURAL METAL STUD FRAMING 6
1" = 1'-0"INTERIOR METAL STUD CONNECTION TO FLOOR 7
3/4" = 1'-0"TYPICAL METAL STUD WALL OPENING 8
1 1/2" = 1'-0"NON-STRUCTURAL WALL BRACE 9
1 1/2" = 1'-0"FURRING DETAIL AT WINDOW 11
1 1/2" = 1'-0"FRAMING AT DOOR JAMB 12
1 1/2" = 1'-0"TYPICAL FURRING DETAIL 10
# Date Revision
1 1/2" = 1'-0"METAL STUD WALL TO CONCRETE 13
5" MIN
WALL STUD
PER PLAN
PER ARCH
DELETE SILL @
DOORWAY
OPENING
SPAN
CLIP FLANGES & RUN STUD
WEB PAST KING STUDS EA
FACE & CONNECT W/ (4) #10
SMS EA SIDE, TYP
B
-
C
-
TYP
A
-
NOTE:
SEE D/- FOR JAMB STUD
ANCHORAGE
CLIP TO
MATCH HDR
METAL STUD TRACKS
PER SCHEDULE
#10 SMS EA CONTACT
METAL STUDS PER
ELEVATION/PLAN
#10 SMS @ 6" OC
STAGGERED
METAL STUD HDR PER
SCHEDULE
KING STUDS BEYOUND
PER PLAN
#10 SMS @ 12" OC
TYP, UNO
#10 SMS EA LEG
GYP BOARD TO RUN
CONT PAST OPENING
1'-0" MIN BOTH SIDES
54 MIL TRACK, WIDTH TO MATCH
STUD W/ 1 1/2" FLANGES. CLIP
FLANGES & FOLD WEB W/ (3) #
10 SMS TO JAMB WEB & (1) #10
SMS EA FLANGE, TYP
600T150-43
#10 SMS TYP
MTL STUDS
PER PLAN
A HEADER SPAN > 4'-0"
SCALE: 3"=1'-0"
SPAN < 4'-0" B SILL
SCALE: 3"=1'-0"
C JAMB STUD
SCALE: 3"=1'-0"
JAMB STUD PER SCHED
#10 SMS @ 12" OC
EA SIDE TYP
43 MIL GAGE MIN TRACK W/ 1 1/2"
FLANGES WHERE OPENING
OCCURS, EXTEND 12" MIN
ABOVE/BELOW HEADER, TYP
#10 SMS @ 12" OC STAGGERED
JAMB STUD PER SCHED
3" 3" 1"
SHOT PIN ANCHORS WHERE
OCCURS SEE SCHED
HILTI KWIK HUS WHERE
OCCURS PER SCHED
L4x2x16GAx0'-3" LLV CLIP @ FULL
HT WALLS ONLY W/ (4) #10 SMS TO
JAMB STUDS & ANCHOR TO SLAB
PER SCHED
METAL STUD HEADER SCHEDULE
SPAN (FT) HEADER TRACK PARTIAL HEIGHT JAMB STUD FULL HEIGHT JAMB STUD MSH
(0'-4')
N/A (1) 54 MIL, WIDTH TO MATCH
STUD W/ 1 1/2" FLANGES
(1) 54 MIL, WIDTH TO MATCH STUD W/
1 5/8" FLANGES
BACK TO BACK 800S162-54 (MSP 1)
MSH
(4'-6')
(2) 600S162-43 (3) 54 MIL, WIDTH TO MATCH
STUD W/ 1 1/2" FLANGES
(2) 54 MIL, BACK TO BACK, WIDTH TO
MATCH STUD W/ 1 5/8" FLANGES
BACK TO BACK 800S162-54 (MSP 2)
MSH
(6'-10'-6")
(2) 600S162-54 (3) 54 MIL, WIDTH TO MATCH
STUD W/ 1 1/2" FLANGES
(2) 54 MIL, BACK TO BACK, WIDTH TO
MATCH STUD W/ 1 5/8" FLANGES
BACK TO BACK 800S250-68 @ FULL HT
WALL (MSP 3)
JAMB STUD ANCHORAGE SCHEDULE
SPAN (FT) ANCHOR @ PARTIAL HEIGHT WALL
OPENING
0'-4" (2) 0.157"øx1 1/2" HILTI X-U
MSH
(4'-6') (2) 0.157"øx1 1/2" HILTI X-U
MSH
(6'-10')
(3) 0.157"øx1 1/2" HILTI X-U
ANCHOR @ FULL HEIGHT WALL
OPENING
3/8"øx3" HILTI KWIK HUS EZ
3/8"øx3" HILTI KWIK HUS EZ
5/8"øx4" HILTI KWIK HUS EZ
D ANCHORAGE
SCALE: 3"=1'-0"
(E) BOTTOM COURSE OF GLASS BLOCK WINDOW TO BE
REMOVED FOR INSTALLATION OF (N) DOOR & HEADER.
CONTRACTOR SHALL SUBMIT ENGINEERED TEMPORARY
SHORING SHOP DRAWINGS FOR REVIEW AND APPROVAL.
(E) GLASS BLOCK
WINDOW
0.157"ø HILTI X-U P8
TH @ 12" OC
16 GA BREAK SHAPE
W/ WIDTH PER ARCH
16 GA BREAK SHAPE
#10 SMS @ 8" OC
(2) ROWS 0.157"ø HILTI
X-U P8 TH @ 8" OC
HSS PER PLAN
1/4
TYP
6"x3x1/4" THICK
PLATE EA SIDE
6"x9"x1/4" THICK PLATE
EA END, TYP
(E) CONCRETE
WALL
MIN4"
1/4
HSS PER PLAN
A
-
(2) 3/8" HILTI KWIK HUS
EZ W/ 3" MIN EMBED
5,000 PSI HIGH-
STRENGTH GROUT
WITH DEPTH AS REQ'D
WHERE CONCRETE
WALL OCCURS BELOW
A SECTION
S 5390
Exp. 06-30-24EMILY
JO PE T T I T BROWNREGISTERED PROFESS IONAL ENGINEER
S T R U C T U R A LSTAT E O F C A L I F ORN I A
1101 Creekside Ridge Dr, Suite 150
R
oseville, CA 95678
O:916.772.7688
F:916.772.7699
www.kpff.com
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
Date: 10/25/23
11/29/2023 5:52:21 PM
C:\Users\hkadani\Documents\2300-090-Sac Winn [email protected]
METAL STUD
DETAILS
HM
2300-090
11/29/23
100% CD
S5.2
MD
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park TI
1" = 1'-0"TYPICAL INTERIOR METAL STUD WALL OPENING 1
3" = 1'-0"HSS OVER HISTORIC DOOR 2
# Date Revision
HSS4x4x1/4 TYP
HSS6x4x1/4
HSS4x2x1/4 TYP
(E) CONC SLAB
(3" MIN)
(E) 5x11
CONC BEAM
V4YV LOUVERS
HSS6x4x1/4
BEYOND TYP
4 S6.1
_________________________________________________________________________________NOTE:
ALL EXPOSED STRUCTURAL STEEL AND
MISCELLANEOUS STEEL SHALL BE HOT DIP
GALVANIZED AFTER FABRICATION. PRIME
TO RECEIVE FIELD PAINT PER ARCH.
ACCEPTABLE SPLICE ACCEPTABLE SPLICE
S6.1
7 TYP
MAX
1' - 1"
MAX
1' - 1"
HSS6x4x1/4 HSS6x4x1/4
B
-
MOUNTING CLIP
PER MFR
1/4
V4YV LOUVERS
HSS PER
ELEVATIONS
1/4
HSS4x2x1/4
MOUNTING CLIP
PER MFR
A
-
3" MIN SLAB
5x11 CONC BEAM
1/4
TYP
TYP TOP
& BOTT
3/16
TYP EA SIDE
4 S6.1
_________________________________________________________________________________ HSS4x4x1/4 TYP
HSS6x4x1/4 CONTINUOUS
HSS4x2x1/4 TYP
(E) CONC SLAB
(3" MIN)
(E) 5x11
CONC BEAM
V4YV LOUVERS
HSS6x4x1/4
BEYOND TYP HINGED 4" DEEP
EQUIPMENT SCREEN HD
SINGLE ACCESS GATE
NOTE:
ALL EXPOSED STRUCTURAL STEEL AND
MISCELLANEOUS STEEL SHALL BE HOT DIP
GALVANIZED AFTER FABRICATION. PRIME
TO RECEIVE FIELD PAINT PER ARCH.
MAX
1' - 1"
7'-1" MAX PER ARCH
PER PLAN
1' - 1" MAX
MOUNTING CLIP
PER MFR
HSS6x4x1/4
1/4
V4YV
LOUVERS
MOUNTING CLIP
PER MFR
3"Ø STD PIPE
HSS POST
PER PLAN
1/4
TYP EA END
HSS2x2x1/4
HSS4x2x1/4(E) 3" MIN CONC SLAB
3"Ø STD PIPE
(E) 12x24 BEAM
A
-
CJP
1/4
1/4
1 TYP
1 3"
HSS4x4x1/4 TYP
HSS6x4x1/4 FLAT
CONTINUOUS
HSS4x2x1/4 TYP
(E) 5x11 CONC
BEAM
(E) 12x24
CONC BEAM
V4YV LOUVERS
HSS6x4x1/4
BEYOND TYP 6
S6.1
_________________________________________________________________________________ (E) 12x24
CONC BEAM
KICKER BEYOND
KICKER BEYOND HSS4x4x1/4 TYP
S6.1
5 NOTE:
ALL EXPOSED STRUCTURAL STEEL AND
MISCELLANEOUS STEEL SHALL BE HOT DIP
GALVANIZED AFTER FABRICATION. PRIME
TO RECEIVE FIELD PAINT PER ARCH.
MIN3"
MIN3"
MAX
1' - 1"
1' - 1" MAX
(E) 12x24 CONC
BEAM
HSS4x4x1/4
PER ELEVATIONS
HSS4x2x1/4
1/4
TYP TOP & BOTT
3/16
TYP EA SIDE
MIN3"
1/4
TYP TOP & BOTT
3/16
TYP EA SIDE
3" MIN
SLAB
B CORNER BEAM CONNECTION
Scale: 1 1/2"=1'-0"
8"
8"
1/4
1" TYP
A ANCHOR PLATE
Scale: 1 1/2"=1'-0"
1" TYP 1/2" STL ANCHOR
PLATE
1/4
8"
8"
1/4
A ANCHOR PLATE
Scale: 1 1/2"=1'-0"
1/2" STL ANCHOR
PLATETYP
1"
TYP1"
1/4
HSS BEAM
PER 1/S6.1
1/4
TYP 3 SIDES
HSS POST PER 1/S6.1
1/4
S 5390
Exp. 06-30-24EMILY
JO PE T T I T BROWNREGISTERED PROFESS IONAL ENGINEER
S T R U C T U R A LSTAT E O F C A L I F ORN I A
1101 Creekside Ridge Dr, Suite 150
R
oseville, CA 95678
O:916.772.7688
F:916.772.7699
www.kpff.com
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
Date: 10/25/23
11/29/2023 5:52:22 PM
C:\Users\hkadani\Documents\2300-090-Sac Winn [email protected]
MECHANICAL
SCREEN
DETAILS
HM
2300-090
11/29/23
100% CD
S6.1
MD
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park TI
1/2" = 1'-0"PANEL WALL SOUTH ELEVATION 1
1" = 1'-0"TYP CORNER DETAIL 4
1/2" = 1'-0"PANEL WALL NORTH ELEVATION - DOOR 21" = 1'-0"KICKER ELEVATION 6 1/2" = 1'-0"PANEL WALL EAST & WEST ELEVATION 3
1" = 1'-0"DIAGONAL BRACING CONNECTION 5
# Date Revision
1 1/2" = 1'-0"HSS BEAM SPLICE AT HSS POST CONNECTION 7 (4) SS 3/8" HILTI
KB-TZ2 W/ 2 1/2"
NOMINAL EMBED. (2"
EFFECTIVE EMBED)
(4) SS 3/8" HILTI KB-TZ2 W/ 2 1/2"
NOMINAL EMBED. (2" EFFECTIVE
EMBED)
1 03/08/24
CYCLE 1 REVIEW
1 1
THE CALIFORNIA ENERGY CODE SECTION 10-103 REQUIRES ACCEPTANCE TESTING
ON ALL NEWLY INSTALLED LIGHTING CONTROLS, MECHANICAL SYSTEMS,
ENVELOPES, AND PROCESS EQUIPMENT AFTER INSTALLATION AND BEFORE PROJECT COMPLETION. AN ACCEPTANCE TEST IS A FUNCTIONAL PERFORMANCE
TEST TO HELP ENSURE THAT NEWLY INSTALLED EQUIPMENT IS OPERATING AND IN COMPLIANCE WITH THE ENERGY CODE.
LIGHTING CONTROLS ACCEPTANCE TESTS MUST BE PERFORMED BY A CERTIFIED LIGHTING CONTROLS ACCEPTANCE TEST TECHNICIAN (ATT).
MECHANICAL SYSTEM ACCEPTANCE TESTS MUST BE PERFORMED BY A CERTIFIED MECHANICAL ATT FOR PROJECTS SUBMITTED ON OR AFTER OCTOBER 1, 2021.
A LISTING OF CERTIFIED ATT CAN BE FOUND AT
HTTPS://WWW.ENERGY.CA.GOV/PROGRAMS-AND-TOPICS/PROGRAMS/
ACCEPTANCE-TEST-TECHNICIAN-CERTIFICATION-PROVIDER-PROGRAM/ACCEPTANCE
THE ACCEPTANCE TESTING PROCEDURES MUST BE REPEATED, AND DEFICIENCIES
MUST BE CORRECTED BY THE BUILDER OR INSTALLING CONTRACTOR UNTIL THE
CONSTRUCTION/INSTALLATION OF THE SPECIFIED SYSTEMS CONFORM AND PASS THE REQUIRED ACCEPTANCE CRITERIA.
PROJECT INSPECTORS WILL COLLECT THE FORMS TO CONFIRM THAT THE REQUIRED ACCEPTANCE TESTS HAVE BEEN COMPLETED.
ACCEPTANCE TESTING REQUIREMENT
-
F F
WITH MVD
SHOE FITTING
WITH MVD
AIR
FLOW
FLOW
AIR
CONICAL FITTING
AIR
FLOW
FLOW
AIR
AIR
FLOW
FLOW
AIR
CONICAL FITTING
SUPPLY DUCT RISE11
13 24
SUPPLY DUCT DROP
25 RETURN OR EXHAUST AIR DROP
RETURN OR EXHAUST AIR RISE12
12"∅
12x12
MVD
10"∅12"∅
14/10
24x12
16x12
14x12
14x10
14/10 16x12
24x12
16x1230x5
7/524x12
24x12 16x12
7/530x5
12x12
24x12
24x12
12x12
24x12
24x12 24x12
SECTION AT
EXHAUST
DUCT RISER
EXHAUST DUCT DROP
R
LINED DUCT
R=36
RETURN DUCT DROP
RETURN
SECTION AT
DUCT RISER
24x12
TRANSITIONAL TURN
=1.5
W
R
12x12
=1
W
R
24x12
DUCT RISER
SUPPLY
SECTION AT
SUPPLY DUCT DROP
TURNING
VANES
W
14x10
16x12
10/14
24x12
16x12
14x1010/14
24x12
MVD
48x12
4/36/8
38x12
10x8
12x12
38x12
4/36/8 10x12
12x12
48x12
12x12
24x12
24x12
12x12
24x12
12x6
24x12
24x12
FLEX
DUCT
CONTRACTING FLOW
CONCENTRIC ECCENTRIC
24x12 24x121 IN 2
MAX.
12x12 12x12
MAX.
1 IN 2
MVD
12x1212"∅
SQUARE TO
ROUND TRANSITION
24x12
14/10
14x10
16x12
TRANSITIONAL
RADIUS ELBOW
TRANSITION14"
10"
10"
14" TRANSITION
W/ TURNING
SQUARE ELBOW
16x12
14x12
14/10
24x12
12"∅ 10"∅
ELONGATED
10"∅12"∅
TEE
30x5
16x12
24x12
24x5 BELOW
24x7 ABOVE
W/ TURNING VANES
SQUARE ELBOW
24x7 ABOVE
24x5 BELOW
24x12 RADIUS ELBOW
TRANSITIONAL
7/5 SPLIT
30x5
TRANSITION
16x12
VANE ANGLE
20°-29°
30°-50° AIRTURN
15° DEFLECTROL
TURNING VANES
12x12
24x12
CONVERGING OR DIVERGING
VANE ANGLE
FLEX. DUCT
DIFFUSER
CEILING
DIFFUSER
BRANCH-SEE
PLAN FOR SIZE
24x12
CEILING
DIFFUSER
CAP AT
END OF RUN
DEFLECTROL
AND BRANCH
SAME SIZE
AS NECK SIZE
24x12
SAME SIZE
AND BRANCH
DEFLECTROL FIRE
DAMPER
10'MAX.
LENGTH -
OVER 10'
USE NO.
6,7,8 OR 9
SIDEWALL
REGISTER
6,7,8 OR 9
USE NO.
OVER 10'
LENGTH -
10'MAX.
12x6
DEFLECTROL &
BRANCH DUCT
SAME SIZE
CEILING
DIFFUSER
24x12
14x10
SQUARE ELBOW
W/ DUCT TURN
MVD
16x12
48x12
12x12
10x8
24x12
10/14
TRANSITIONAL
RADIUS ELBOW
4/36/8
38x12
TRANSITION
8"
36"
4"
14"
10"
14"
10"
RADIUS ELBOW
TRANSITIONAL
14x10
24x12
16x12
10/14 SPLIT
AIR FLOW
SQUARE ELBOW
W/ DUCT TURN
4/36/8
38x12
TRANSITION12x12
48x12
10x8
DIVERGING FLOW
24x121 IN 6 MAX.
12x12
1 IN 2
MAX.
1 IN 6 MAX.
12x12
CONCENTRIC ECCENTRIC
24x12
24x1224x12
12x1212x12
1 IN 2 MAX.
DUCT SYMBOLS
SYMBOL DESCRIPTION SYMBOL DESCRIPTION
1 2
3 4
14 16
15 17
5 6 19
18 36"
8"
4"
21 20
8 7
10 9
23 22
ACOUSTICALLY LINED
SHEET METAL DUCT 24 x 36 AL
45∅TEE
TURNING VANES
VANES
INDICATES ROUND DUCTS
IN INCHES, TYPICAL
OR GRILLE
SIZE SHOWN IS NET
INSIDE DIMENSION
26 24 x 36 AL
INCHES UNLESS
OTHERWISE NOTED.
MECHANICAL LEGEND
TYPICAL DUCT INSULATION SCHEDULE
NOTES:
1. SEE DIVISION 23 SPECIFICATIONS FOR INSULATION AND LINER REQUIREMENTS. REPORT ANY DISCREPANCIES TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO BID.
2. ALL INSULATION VALUES (R-VALUES) SHOW INSTALLED PERFORMANCE.
3. LINE THE SUPPLY DUCT PLENUM DROP AND RETURN AIR BOOT FROM THE RTU PER THE FIRST FLOOR PLAN. DUCT LINER SHALL BE 1" THICK, MINIMUM R-4.2, K-0.24, 4.0 PCF
4. DO NOT INSULATE THE FOLLOWING SYSTEMS:
- DUCTING EXPOSED IN OCCUPIED SPACE
- EXHAUST DUCTWORK
SUPPLY DUCTING (SA)
INDOORS, CONCEALED ABOVE CEILINGS OUTDOORS
1-1/2" FIBERGLASS BLANKET
R-4.2 MINIMUM
TYPICAL DUCTWORK HANGER SIZES
NOTES:
1. TABLE ABOVE ADAPTED FROM TABLES 5-1 AND 5-2 IN SMACNA DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE - THIRD EDITION.
2. SEE DIVISION 23 SPECIFICATIONS FOR ADDITIONAL DUCT HANGING REQUIREMENTS. REPORT ANY DISCREPANCIES TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION AND BID.
MAXIMUM HALF
OF DUCT
PERIMETER
STRAP
P/2 = 30"
P/2 = 72"
P/2 = 96"
1-1/2" x 22GA
1-1/2" x 20GA
1-1/2" x 18GA
3/8"ø
3/8"ø
3/8"ø
ROUND DUCTWORK (8'-0" O.C.)RECTANGULAR DUCTWORK (8'-0" O.C.)
DIAMETER STRAP
1-1/2" x 22GA
1-1/2" x 22GA
1-1/2" x 22GA
3/8"ø
3/8"ø
3/8"ø
10"ø OR LESS
11"ø-18"ø
19"ø-24"ø
THREADED
ROD
THREADED
ROD
N/A TO THIS PROJECT
PLANS ARE NOT FOR CONSTRUCTION UNTIL APPROVED BY THE AUTHORITY HAVING JURISDICTION. THE CONTRACTOR SHALL NOT ORDER ANY MATERIALS OR INSTALL ANY EQUIPMENT, PIPING, ETC. UNTIL PLANS ARE APPROVED BY THE AUTHORITY HAVING JURISDICTION.
3. 11.
10. 9.
8. 7.
6. 5.
4. 2.
GENERAL NOTES
ALL WORK SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, CITY AND LOCAL CODES AND ORDINANCES.
THE CONTRACTOR SHALL READ ALL OF THE GENERAL NOTES, SPECIFICATIONS AND PLANS AND SHALL BE
SATISFIED TO THEIR TRUE MEANING AND INTENT AND SHALL BE RESPONSIBLE FOR COMPLYING WITH EACH. WHEREVER TWO OR MORE SPECIFICATIONS MAY CONFLICT, THE MORE STRINGENT SPECIFICATION SHALL TAKE PRECEDENCE.
IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL LABOR AND MATERIAL NECESSARY
AND PROPER FOR THE WORK CONTEMPLATED AND THAT THIS WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE
IMMEDIATELY REGARDING ANY DISCREPANCIES OR AMBIGUITIES THAT MAY EXIST IN THE PLANS AND/OR SPECIFICATIONS PRIOR TO SUBMITTING BID. THE OWNER'S REPRESENTATIVE AND THE ENGINEER'S INTERPRETATION THEREOF SHALL BE CONCLUSIVE.
THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE OWNERS REPRESENTATIVE.
CONTRACTOR SHALL INSTALL ALL PIPING AND DUCTWORK SYSTEMS TO BEST SUIT FIELD CONDITIONS, AND COORDINATE WITH THE INSTALLATION WORK OF OTHER TRADES. THE DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION OF PIPING. NOTIFY CONSTRUCTION MANAGER OF ANY DEVIATIONS FROM THESE DRAWINGS PRIOR TO FABRICATION AND/OR INSTALLATION.
LOCATIONS AND DIMENSIONS OF EQUIPMENT, PIPING, AND THEIR SUPPORTS ARE SHOWN
DIAGRAMMATICALLY AND SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION OF PIPING OR DUCTWORK. ACTUAL DIMENSIONS AND LOCATIONS ARE DEPENDENT ON MATERIAL SUPPLIED BY CONTRACTORS. CONTRACTORS SHALL PROVIDE OR DETERMINE DIMENSIONS AND PROVIDE LAYOUT DRAWINGS FOR COORDINATION WITH OTHER TRADES IN ACCORDANCE WITH THE SPECIFICATIONS.
CONTRACTOR SHALL REMOVE RUBBISH WASTE MATERIALS ON DAILY BASIS AND PROTECT AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE WHICH MAY OCCUR.
ALL WORK SHOWN ANYWHERE ON THE DRAWINGS IS INCLUDED; SHOULD AN ITEM (SUCH AS A VALVE) BE
SHOWN ON A DETAIL OR SCHEMATIC BUT NOT ON A PLAN VIEW OR VICE VERSA, IT MUST BE PROVIDED AS THOUGH IT WERE SHOWN IN ALL PLACES ON THE DRAWINGS.
CONTRACTOR SHALL FURNISH ALL NECESSARY STRUCTURES, INSERTS, SLEEVES, HANGING DEVICES, MISCELLANEOUS ANGLES, CHANNELS, UNISTRUT ETC. FOR INSTALLATION OF MECHANICAL AND PLUMBING EQUIPMENT, DUCTWORK AND PIPING, ETC. CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR AND ALL BUILDING TRADES TO AVOID CONFLICTS AND TO MAINTAIN EQUIPMENT ACCESS AND SERVICEABILITY.
EACH MECHANICAL APPLIANCE SHALL BE APPROVED BY THE ADMINISTRATIVE AUTHORITY FOR SAFE USE OR
COMPLY WITH APPLICABLE NATIONALLY RECOGNIZED STANDARDS AS EVIDENCED BY THE LISTING AND LABEL OF AN APPROVED AGENCY.
12. 13. THERMOSTAT SETPOINTS SHALL BE PER CALIFORNIA T-24 REQUIREMENT. ANY DEVIATION FROM THESE SETPOINTS BECOMES THE RESPONSIBILITY OF THE USER OR CONTRACTOR.
1. ALL PLANS TO BE DESIGNED TO CODES 2022 CBC, CALGREEN CODE CMC, CEC, 2022 CPC, (BASED ON THE 2021 IBC, 2022 CAL GREEN BUILDING STANDARDS CODE, 2021 UMC, 2021 UPC, 2020 NEC), AND 2022 ENERGY STANDARDS, AS AMENDED BY THE STATE OF CALIFORNIA AND LOCAL JURISDICTIONS.
15. IF THE CONTRACTOR CHOOSES TO SUBMIT AN ALTERNATE MANUFACTURER FOR ANY PIECE OF EQUIPMENT OR
MATERIAL, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A SUBSTITUTION REQUEST AND COMPARISON OF
SUBSTITUTION COMPARED TO THE BASIS OF DESIGN SCHEDULES EQUPMENT OR MATERIAL FOR REVIEW BY THE ENGINEER.
ALL DUCTS THAT HAVE INTERNAL LINING, THE SIZE REPRESENTS THE NET INSIDE DIMENSION.16.
PAINT THE INSIDE OF TERMINALS DEVICES ABOVE CEILING FLAT BLACK PER SPECIFICATIONS.17.
DUCTWORK, EQUIPMENT AND FITTINGS SHALL BE COVERED AND PROTECTED FROM DUST AND DEBRIS DURING CONSTRUCTION PER18. 2022 CALGREEN REQUIREMENTS.
F
NEW
OPPOSED BLADE DAMPER
OUTSIDE AIR
PHASE
RETURN AIR
RETURN DIFFUSER
ROOF EXHAUST FAN
REVOLUTION PER MINUTE
RETURN REGISTER (GRILLE)
SHEET METAL
SUPPLY AIR
SUPPLY DIFFUSER (REGISTER) (GRILLE)
TRANSFER GRILLE
TURNING VANES
UNDERCUT DOORS
UP THRU ROOFUTR
UCD
TV
TG
SD(R)(G)
SA
SM
RR(G)
RPM
REF
RD
RA
∅
OSA
OBD
(N)
AC
AD
AE
AL
CD
CFM
CEF
EF
EG
ESP
FC
FD
FT
HZ
HP
IF
MBH
MVD
MCA MINIMUM CIRCUIT AMPACITY
MANUAL VOLUME DAMPER
THOUSAND BTU PER HOUR
HORSE POWER
HERTZ
FOOT OR FEET
FIRE DAMPER
FLEXIBLE CONNECTION
EXTERNAL STATIC PRESSURE
EXHAUST GRILLE
EXHAUST FAN
CEILING EXHAUST FAN
CUBIC FEET PER MINUTE
CONDENSATE DRAIN
ACOUSTICAL LINING
AIR EXTRACTOR
ACCESS DOOR
AIR CONDITIONING
INDOOR FAN
RH RADIANT HEATER
FAL
FA FRESH AIR
FRESH AIR LOUVER
EAL EXHAUST AIR LOUVER
EA EXHAUST AIR
TD TRANSFER DUCT
BACKDRAFT DAMPERBDD
CENTERLINE
DOOR LOUVER
C
DL
L
FIRE/SMOKE DAMPERFSDFSD
GAUGE
GALVANIZED IRON
GA
GI
MAXIMUM OVER CURRENT PROTECTIONMOCP
ON CENTEROC
S SENSOR
T THERMOSTAT
TEMPERATURE CONTROL PANELTCP
LEAVING AIR TEMPERATURELAT
POUNDSLBS.
LOCK ROTOR AMPSLRA
GALVANIZED SHEET METALGSM
FLA FULL LOAD AMPS
FEET PER MINUTEFPM
DEGREES FAHRENHEIT°F
ENTERING AIR TEMPERATUREEAT
DOWNDN.
DRY BULBDB
BRAKE HORSEPOWERBHP
ABOVE FINISHED FLOORAFF
MAXIMUMMAX.
VOLTSV
VARIABLE AIR VOLUMEVAV
VARIABLE FREQUENCY DRIVEVFD
WITHW/
WET BULBWB
WEIGHTWT.
TYPICALTYP
TOTAL STATIC PRESSURETSP
TEMPERATURETEMP.
SS STAINLESS STEEL
REFRIGERANT SUCTIONRS
REFRIGERANT LIQUIDRL
POINT OF CONNECTIONPOC
QUANTITYQTY
OPENINGOPNG.
MOTORIZED DAMPERM
MANUFACTURERMFR
MINIMUMMIN.
TO BE DETERMINEDTBD
BOTTOM OF DUCTBOD
SD SMOKE DETECTOR
OUTSIDE AIR HOODOSH
C CO2 SENSOR
(NECK SIZE) (TERMINAL TYPE)
(TERMINAL CFM), (ENTERING DUCT)
AIR TERMINAL TAG DESCRIPTION
12x12 SD-L
300,12"Ø
POINT OF DISCONNECTIONPOD
CARBON MONOXIDE SENSORCO
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A
E
E ALIFORNIA
C
FO
TATS
N
ICAL
HCEM
R.
N
S
NOR
FORP
DERETSI GER
SSIONAL ENGINEER
AE
E
IT
HC
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
23.031
3/4/2024 2:34:17 PM
C:\Users\jmoberly\Documents\23.031 Winn Park TI M-P_r22_jmoberly.rvt 3/4/2024 2:34:17 PM
SYMBOLS &
NOTES
RM
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
M001
ST1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
MECHANICAL SHEET LIST
Sheet
Number Sheet Name
M001 SYMBOLS & NOTES
M002 MECHANICAL SCHEDULES
M101 BASEMENT FLOOR PLANS - MECHANICAL
M102 LEVEL 01 FLOOR PLANS - MECHANICAL
M103 ROOF PLANS - MECHANICAL
M401 DETAILS
M402 DETAILS
M403 DETAILS
M601 CONTROLS
M701 TITLE 24
M702 TITLE 24
# Date Revision
DB WBWBDB
LAT °FEAT °F
QTY.
CONDENSER FAN
QTY.
MBH
SENSIBLE TOTAL
DX COOLING COIL
BHP
SUPPLY FAN
CFM
MARK
RPM
PACKAGED ROOFTOP HEAT PUMP UNIT SCHEDULE
COMPRESSORS
MOCP REMARKS
HEAT PUMP HEATING
QTY
FILTERS
MERVHP
NOTES:
1. DO NOT PROVIDE WITH ROOF CURB. CONNECT TO EXISTING ROOF CURB ON EXISTING ROOF.
2. CAPACITY SHOWN AT 100°F DB/70°F WB (SUMMER - 0.5% CONDITIONS) AND 32°F DB (WINTER) TEMPERATURES
3. WEIGHTS SHOWN INCLUDES UNIT, EXISTING CURB AND ALL NEWLY PROVIDED ACCESSORIES.
4. FACTORY PROVIDED ECM SUPPLY FAN.
5. INLINE DUCT SMOKE DETECTOR FOR AUTOMATIC SHUTOFF OF UNIT PER 2022 T24 CMC SECTION 608.1. PROVIDED BY FIRE ALARM, INSTALLED BY MECHANICAL. SEE PLANS FOR LOCATIONS.
6. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT
7. FACTORY PROVIDED POWER EXHAUSTER ECONOMIZER WITH CODE REQUIRED FAULT DETECTION AND DIAGNOSTICS.
8. SINGLE POINT ELECTRICAL SERVICE (NO SECONDARY ELECTRICAL SERVICE FOR POWER EXHAUSTER REQUIRED).
9. COORDINATE MERV 13 FILTER SIZING AND PROVISION WITH FACTORY.
10. (1) INVERTER VARIABLE SPEED COMPRESSOR WITH SOFT START, AND ONE CONSTANT SPEED COMPRESSOR.
11. DEMAND CONTROLLED VENTILATION IS EXCLUDED - EXEMPT PER CALCULATION IN OUTSIDE AIR TABLE BELOW.
RTU-1 3,600 1483 1.15 4.0 123 85 63 53 510.5 123 460/3/6081 2 2 1 0.9 81.8 (18.0) 700 SEE NOTES: 1-112,32011.7 2" THICK2 1397"x91"x57" + (E) CURB4.5 / 7.91.0 / 37.13680 57 MBH
10 1/M6011/M401
MFR/
MODEL NO. ESP (IN.)
ELECT.
SERVICE
V/PH/HZ
MCA WEIGHT
(LBS.)
UNIT SIZE
(L"xW"xH")
--
DAIKIN
DPS010A 90
NOMINAL
TONS EAT
(°F)
LAT
(°F)
AUXILARY
ELECTRIC
HEAT (KW)
LRA
(EA)
RLA
(EA)
HP
(EA)
FLA
(EA)
DESIGN
OSA (CFM)
MOUNTING
DETAIL
CONTROL
DETAILSIZE
(IN)
AHRI
EER
AHRI
SEER
(IEER)
LOCATION
EXHAUST FAN SCHEDULE
FAN
MARK MODEL NO.
MANUFACTURER/
CFM E.S.P. MOTOR
ENCLOSUREINPUTRPM V/PH/HZ
SERVICE
MOTOR
AREA SERVED REMARKS
IEF-1
(INLET/
NOTES:
1. PROVIDE WITH BACKDRAFT DAMPER
2. TSP INDLUCES BACKDRAFT DAMPER
3. COORDINATE WITH ELECTRICAL FOR ACTIVATION VIA WALL SWITCH.
4. PROVIDE HANGER KIT.
5. PLUG STYLE FAN.
TYPE
DRIVET.S.P.
75 0.25 44 W 115/1/60950 16ODP < 0.3 SEE NOTES: 1-50.27 JANITORDIRECT
DRIVE JANITOR
SONES
RADIATED)
3/M402
DETAIL
MOUNTING
WEIGHT
OPER.
(LBS)
TITUS MODEL BORDER
TYPE OBD FINISH DESCRIPTIONMARK
SG-1
DUCT MOUNTED STEEL DOUBLE DEFLECTION SUPPLY GRILLE. 3/4" BLADE SPACING, FRONT BLADES PARALLEL TO SHORT DIMENSION. PROVIDE WITH STD.
FINISH.
300RS NO UNPAINTEDDUCT
MOUNTED
GENERAL NOTES:
1. FURNISH ALL CEILING AIR TERMINALS WITH BORDER STYLES THAT COORDINATE WITH APPLICABLE CEILING TYPE. SEE ARCHITECTURAL
DRAWINGS FOR CEILING TYPES
2. PROVIDE RECTANGULAR TO ROUND DUCT ADAPTORS AND ROUND TO RECTANGULAR AS NEEDED TO MAKE DUCT CONNECTIONS PER PLANS.
3. TERMINAL NECK SIZE, TERMINAL FACE SIZE AND AIRFLOW DIRECTION DEFLECTIONS ARE PER PLANS.
4. PAINT INSIDE OF DUCT PLENUMS ABOVE GRILLES, VISIBLE FROM OCCUPIED SPACE BELOW, FLAT BLACK. REFER TO SPECIFICATIONS.
DIFFUSER, REGISTER AND GRILLE SCHEDULE
SG-2
SURFACE MOUNTED STEEL DOUBLE DEFLECTION SUPPLY GRILLE. 3/4" BLADE SPACING, FRONT BLADES PARALLEL TO SHORT DIMENSION. PROVIDE WITH STD.
FINISH.
300RS NO WHITESIDEWALL
EG-1 DUCT
MOUNTED UNPAINTEDNO50F
RG-1 DUCT
MOUNTED UNPAINTEDNO50F ALUMINUM DUCT MOUNTED RETURN GRILLE WITH 1_
2"x1_
2"x1_
2 " ALUMINUM
EGGCRATE GRILLE. PROVIDE WITH STD. FINISH.
FLA
69.0 ALUMINUM DUCT MOUNTED EXHAUST GRILLE WITH 1_
2 "x1_
2 "x1_
2 " ALUMINUM
EGGCRATE GRILLE. PROVIDE WITH STD. FINISH.
TG-1 UNPAINTEDNO350RL
SIDEWALL STEEL SURFACE MOUNTED LOUVERED TRANSFER GRILLE. 3/4" BLADE SPACING, 35° DEFLECTION, BLADES PARALLEL TO LONG DIMENSION.
PROVIDE WITH STANDARD FINISH.
SIDEWALL
LD-1
LINEAR DIFFUSER, 2 SLOT MODEL, 1" SIDE SLOTS, 2FT LONG BORDER TYPE 15 FOR CEILING HANGER APPLICATION, WITH END CAPS. PROVIDE WITH STD.
FINISH.
ML-39 NO WHITECEILING
HANGERS
24"x24" STEEL SQUARE PLAQUE, LAY-IN CEILING DIFFUSER. PROVIDE WITH STD.
FINISH.SD-L OMNI T-BAR
LAY-IN NO WHITE
GREENHECK
CSP-A110
NOTES:
1. PROVIDE DIRECT-DRIVE PLENUM FAN WITH ECM MOTOR.
2. REFRIGERANT PIPES SIZES: 1/4" LIQUID LINE, 1/2" GAS LINE. VERIFY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.
3. SEE ELECTRICAL DRAWINGS FOR DISCONNECT LOCATION.
4. PROVIDE WITH MAXIBLUE CONDENSATE LIFT PUMP (208V/1PH PWR) - COORDINATE PWR WITH DIV 26
5. INDOOR UNIT IS POWERED BY OUTDOOR UNIT.
6. CAPACITY SHOWN HERE IS AT AHRI CONDITIONS.
7. PROVIDE WITH MFR WIRED THERMOSTAT. SET TO MAINTAIN 77°F (SUMMER) 66°F (WINTER) - ADJUSTABLE. THERMOSTAT SHALL BE A STANDALONE 7-DAY PROGRAMMABLE TYPE
REMARKS
DX COOLING COIL
CFM
MARK
SUPPLY FAN
HEAT PUMP INDOOR FAN COIL UNIT SCHEDULE
ESP MBH
SENS/TOT
OPER.
WEIGHT
(LBS)
OUTSIDE
AIR
(CFM)
HEAT PUMP HEATING
MBH EAT (°F)FLA
MITSUBISHI
MODEL NO. LAT (°F)
TYPESERVED BY SPACE
SERVED MCA MCOP
ELECTRICAL
SERVICE
V/PH/HZDB/WB
EAT (°F) LAT (°F)
DB
HEAT PUMP OUTDOOR UNIT SCHEDULE
MARK
COMPRESSOR
NO.
REMARKS
ELECTRICAL
SERVICE
V/PH/HZ.
INDOOR UNITS SERVED
OPER.
WEIGHT
(LBS)
MITSUBISHI
MODEL NO.
AHRI
EER/
(SEER)
NOTES:
1. PROVIDE WITH THERMOSTATIC EXPANSION VALVE.
2. REFRIGERANT PIPE SIZE PER INDOOR UNIT SCHEDULE
3. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DISCONNECT.
4. LOCK UP HEATING SO THAT UNIT DOES NOT GO INTO HEATING MODE.
NOMINAL
CAPACITY
(TONS)
CONDENSER FANS
NO. FLA
EACH
AHRI
HSPF/
(COP)
MCA MOCPRLA
EACH
LRA
EACH
MOUNTING
DETAIL
MOUNTING
DETAIL
4/M402
HP-2 1.0 FC-2 208/1/60PUZ-A12NKA7 1 7 12 1 0.5 1511 (21.0)
13.3 10.2 105 2/M401 SEE NOTES: 1-3
HP-2FC-2 ARCHIVE STORAGE HIGH WALL 35 N/A9/12 75/62 55455 N/A 0.19 N/AN/A208/1/60PKA-A12LA SEE NOTES: 1-714 70 85
CONTROL
DETAIL
3/M602
4/M402HP-3FC-3 ELECTRICAL RM B08 HIGH WALL 35 N/A9/12 75/62 55455 N/A 0.19 N/AN/A208/1/60PKA-A12LA SEE NOTES: 1-714 70 85 3/M602 HP-3 1.0 FC-3 208/1/60PUZ-A12NKA7 1 7 12 1 0.5 1511 (21.0)
13.3 10.2 105 2/M401 SEE NOTES: 1-4
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A
E
E ALIFORNIA
C
FO
TATS
N
ICAL
HCEM
R.
N
S
NOR
FORP
DERETSI GER
SSIONAL ENGINEER
AE
E
IT
HC
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
23.031
3/4/2024 2:34:18 PM
C:\Users\jmoberly\Documents\23.031 Winn Park TI M-P_r22_jmoberly.rvt 3/4/2024 2:34:18 PM
MECHANICAL
SCHEDULES
RM
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
M002
ST1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
# Date Revision
1 2
A
B
3 2
1 321
4 6 5
1 2
A
B
BREAK
B05
(E) OFFICE
B07 (E) ELECTRICAL
ROOM (NO
TENANT ACCESS)
B08
(E) STORAGE
B09
(E) I.T.
B06
(N) MECHANICAL
ROOM
B10
(N) JANITOR
B11
(E) ACCESSIBLE
TOILET
B03
(E) ENTRY LOBBY
B01
(E) OFFICE
B04
IEF
12 3
4 1
0.25 SF
FA
1 0.25 SF FA
80,6"x6"
6"x6",SG-2
70,6"x6"
6"x6",SG-1
100,6"x6"
6"x6",SG-2
100,6"x6"
6"x6",SG-1
250,12"x6"
12"x6",SG-1
245,12"x6"
12"x6",SG-1
6"ø
8"ø
10"ø
20"x10"
75,12"x8"
12"x8",EG-1
5 6
TFC-27
8 ROUTE TIGHT
TO DECK
CENTER AT
7'-3" AFF
DN
TIGHT TO BEAM ABOVE
RUN DUCT HIGH TO
BOTTOM OF BEAM
BOTTOM AT 6'-9"
UP
BOTTOM AT 7'-0"
DN
BOTTOM AT 7'-6"
BOTTOM AT 7'-4"
(TIGHT TO
STRUCTURE)
BOTTOM AT 5'-11"
UP
BOTTOM
AT 7'-7"
BOTTOM
AT 7'-3"
ROUTE OVER
(E) CONDUITS
RUN DUCT TIGHT
TO STRUCTURE
DN
DN
9 10
CENTER AT
7'-9" AFF
CENTER AT
7'-6" AFF
CENTER AT
7'-2" AFF
11 N/A,6"x6"
6"x6",TG-1
N/A,6"x6"
6"x6",TG-S
CENTER AT
7'-4" AFF
FC
2 S 1
0.6 SF FA
6"ø
12"x6" T
FC-37
UP
FC
3 5
12 13
14 15
BOTTOM AT 7'-4"
15 6
ROUTE TIGHT
TO DECK
1 1
0.25 SF FA
1.0 SF FA
16 7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A
E
E ALIFORNIA
C
FO
TATS
N
ICAL
HCEM
R.
N
S
NOR
FORP
DERETSI GER
SSIONAL ENGINEER
AE
E
IT
HC
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
23.031
3/4/2024 2:34:19 PM
C:\Users\jmoberly\Documents\23.031 Winn Park TI M-P_r22_jmoberly.rvt 3/4/2024 2:34:19 PM
BASEMENT
FLOOR PLANS -
MECHANICAL
RM
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
M101
ST1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
1/4" = 1'-0"1 BASEMENT FLOOR PLAN - MECHANICAL DEMOLITION 1/4" = 1'-0"2 BASEMENT FLOOR PLAN - MECHANICAL
SHEET NOTES:
1. PROVIDE TURNING VANES AT ALL 90 DEG. RECTANGULAR ELBOWS AND TEES WHERE RADIUS ELBOW ARE NOT FEASIBLE, OR NOTED OTHERWISE VIA KEYNOTES.
2. FLEXIBLE DUCT IS LIMITED TO 5’-0” IN LENGTH.
3. PROVIDE MANUAL VOLUME DAMPER AT EVERY BRANCH DUCT.
4. ALL TAPS PER TO DETAIL 10 & 11 /M402, TYPICAL.
5. PROVIDE SHOE FITTING AT ALL RECTANGULAR TO RECTANGULAR DUCT BRANCHES.
6. PROVIDE CONICAL FITTING AT ALL RECTANGULAR TO ROUND DUCT BRANCHES.
7. FLEXIBLE DUCT TO DIFFUSERS IS NOT TO BE USED ON THIS FLOOR.
8. PROVIDE FLEXIBLE DUCT CONNECTION AT EXHAUST FAN CONNECTION TO EXHAUST DUCT.
9. COORDINATE RETURN AIR PATHWAY WITH ARCHITECT VIA DOOR LOUVERS NOTED ON PLANS.
10. ALL EXPOSED REFRIGERANT PIPING SHALL BE PAINTED TO MATCH SURFACE ON WHICH IT IS MOUNTED. REFER TO ARCHITECTURAL SPECIFICATIONS.
KEYED NOTES:
COORDINATE WITH ARCHITECT TO PROVIDE DOOR LOUVER. MINIMUM FREE AREA AS LISTED ON PLANS.
SECURE INLINE EXHAUST FAN TIGHT TO EXISTING STRUCTURE ABOVE PER DETAIL 3/M402. CONTROL VIA WALL SWITCH. COORDINATE WITH ELECTRICAL PLANS.
SECURE DUCTWORK TIGHT TO EXISTING STRUCTURE ABOVE PER DETAILS 1 & 2/M402.
TYPICAL.
6"ø EXHAUST DUCT UP THRU SECOND FLOOR TO ROOF ABOVE.
WALL MOUNTED FAN COIL ON CONCRETE WALL. REFER TO DETAIL 4/M402. REFER TO PLUMBING DRAWINGS FOR CONDENSATE ROUTING. BOTTOM OF UNIT AT 7'-6" ABOVE FINISHED FLOOR.
ROUTE REFRIGERANT LINES UP TO FLOOR ABOVE AT THIS LOCATION. COORDINATE CORING OF FLOOR ABOVE. SECURE TO WALL AND CONCRETE DECK ABOVE PER DETAILS 1 & 2/M403. CONTRACTOR TO CONSULT WITH ARCHITECT AND
ARCHITECTURAL PLANS FOR ROOF PENETRATION AS TO MAINTAIN ROOF MANUFACTURER'S WARRANTY.
MOUNT THERMOSTAT FOR BOTH FC-2 & FC-3 AND BMD ZONE TEMP SENSOR FOR FC-2 ONLY TO EXISTING CONCRETE WALL AT +48" TO TOP OF DEVICE AT LOCATION SHOWN. COORDINATE LOCATION WITH EXISTING AND NEW WALL DEVICES MANUAL VOLUME DAMPER, TYPICAL.
DUCTED MOUNTED SUPPLY GRILLE. REFER TO DETAIL 8/M402, TYPICAL.
MOUNT SUPPLY GRILLE, ANGLED FLAT PARALLEL TO FINISHED FLOOR, SEE DETAIL 8/M402.
EXISTING SA DUCT DROP FROM FIRST FLOOR WITHIN EXISTING CHASE. SEE 2/M102 FOR CONTINUATION.
EXISTING 28"x10" FSD FROM MECHANICAL SHAFT TO CONNECT TO NEW 28"x10" SA RECTANGULAR DUCT.
NEW 28"x10" SA RECTANGULAR DUCT WITH MITERED ELBOWS AND TURNING VANES TO OFFSET DUCT UP FROM EXISTING 28"x10" FSD LOCATED AT AN EXISTING ELEVATION OF ABOUT 71" ABOVE FLOOR TO 88" BOTTOM OF DUCT AS SHOWN ON PLANS.
TRANSITION FROM 28"x10" DUCT TO 20"x20" SA DUCT.
8"ø SUPPLY AIR DUCT ROUTED TO EXISTING OPENING ON WALL. ROUTE DUCT HIGH CLOSE TO CONCRETE STRUCTURAL BEAMS.
12"x8" ACCESS DOOR ON SIDE OF 28"x10" DUCT FOR VISUAL INSPECTION AND MAINTENANCE OF EXISTING FSD. COORDIANTE WITH GERERAL FOR ACCESS DOOR IN WALL.
1 DEMOLITION KEYED NOTES:
EXISTING 100 CFM EXHAUST FAN TO REMAIN.
EXISTING 6"ø EXHAUST DUCT TO REMAIN
EXISTING 6"ø EXHAUST RISER TO FLOOR ABOVE TO REMAIN.
EXISTING DOOR LOUVER IN RESTROOM DOOR TO REMAIN.
DISCONNECT ELECTRIC SERVICE TO EXISTING 28x10 FIRE SMOKE DAMPER. DAMPER TO REMAIN. PREPARE DUCT TO BE CAPPED.
EXISTING 28x10 SUPPLY AIR DUCT WITH FSD COMMING OUT OF EXISTING SHAFT TO BE REMAIN. PREPARE DUCT FOR NEW DUCT CONNECTION. ENSURE EXISTING FSD IS FUNCTIONAL.
1 2
3 N
4 2
3 4
5 6
7 8
5 9
10 11
6 12
13 14
15 16
# Date Revision
1 1
2 2
A A
B B
4 1 2
3 5
7 FC
1 (E)
6 1 2
A A
B
GALLERY / EVENT
SPACE
014
(E) ACCESSIBLE
TOILET
012 (E) ENTRY LOBBY
011
OPEN OFFICE /
RECEPT.
018
(E) HALL
I019
(E) UTILITY
CLOSET
013
1 0.25 SF FA
S
RTU-1
46"x12"AL2
310,14"x6"
14"x6",SG-1
14"ø
5 6
DN (TYP)
REF UP
TO ROOF
(TYP)
BOTTOM AT 9'-0"
ROUTE TIGHT TO
STRUCTURE
ABOVE
6"ø
18 32"x28"AL SUPPLY
DUCT PLENUM
FROM ABOVE
3 1.7 SF FA
FC
1 (E)
10 TCP
46"x12"AL
RETURN
GRILLES ON
TOP OF
PLENUM
310,14"x6"
14"x6",SG-1
310,14"x6"
14"x6",SG-1
310,14"x6"
14"x6",SG-1
300,14"x6"
14"x6",SG-1
10"ø
10"ø
10"ø 10"ø
10"ø
12"ø
CENTER AT
9'-6" AFF
CENTER AT
9'-6" AFF
CENTER AT
9'-6" AFF
CENTER AT
9'-6" AFF
BOTTOM AT 9'-3"
UP
BOTTOM AT 10'-3"
220,8"ø
8"x8",SD-L
CENTER AT
10'-3" AFF
MVD
DN 17
14 BOTTOM AT 8'-5"
BALANCE TO
845 CFM
BALANCE TO
445 CFM
18"x14"
145,8"x8"
8"x8",SG-2
220,8"ø
8"x8",SD-L
4 7
EXISTING
EXHAUST
SYSTEM TO
REMAIN.
315,10"
10"x10",SD-L
315,10"
10"x10",SD-L11
12 13
15 12x6 AP
9 8
16 19
20 21
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A
E
E ALIFORNIA
C
FO
TATS
N
ICAL
HCEM
R.
N
S
NOR
FORP
DERETSI GER
SSIONAL ENGINEER
AE
E
IT
HC
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
23.031
3/4/2024 2:34:20 PM
C:\Users\jmoberly\Documents\23.031 Winn Park TI M-P_r22_jmoberly.rvt 3/4/2024 2:34:20 PM
LEVEL 01
FLOOR PLANS -
MECHANICAL
RM
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
M102
ST1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
1/4" = 1'-0"1 LEVEL 01 FLOOR PLAN - MECHANICAL DEMOLITION 1/4" = 1'-0"2 LEVEL 01 FLOOR PLAN - MECHANICAL
SHEET NOTES:
1. PROVIDE TURNING VANES AT ALL 90 DEG.
RECTANGULAR ELBOWS AND TEES WHERE RADIUS ELBOW
ARE NOT FEASIBLE, OR NOTED OTHERWISE VIA
KEYNOTES.
2. ALL TAPS PER TO DETAIL 10 & 11 /M402, TYPICAL.
3. FLEXIBLE DUCT IS LIMITED TO 5’-0” IN LENGTH.
4. PROVIDE MANUAL VOLUME DAMPER AT EVERY BRANCH
DUCT.
5. PROVIDE SHOE FITTING AT ALL RECTANGULAR TO
RECTANGULAR DUCT BRANCHES.
6. PROVIDE CONICAL FITTING AT ALL RECTANGULAR TO
ROUND DUCT BRANCHES.
7. FLEXIBLE DUCT TO DIFFUSERS OR GRILLES IN EXPOSED
AREAS (NO CEILING) SHALL NOT BE USED - EXCEPTION:
WHERE DUCTWORK IS SERVING LINEAR AIR TERMINAL
HIDDEN ABOVE ARCHITECTURAL CLOUDS.
8. ROUTE DUCTWORK TIGHT TO STRUCTURE UNLESS
NOTED OTHERWISE.
9. COORDINATE RETURN AIR PATHWAY WITH ARCHITECT
VIA DOOR LOUVERS NOTED ON PLANS.
10. ALL EXPOSED REFRIGERANT PIPING SHALL BE PAINTED
TO MATCH SURFACE ON WHICH IT IS MOUNTED. REFER TO
ARCHITECTURAL SPECIFICATIONS.
11. SEE 3/M403 FOR PIPE SUPPORT TO STRUCTURE ON
THIS LEVEL.
KEYED NOTES:
COORDINATE WITH ARCHITECT TO PROVIDE DOOR LOUVER. MINIMUM FREE AREA AS LISTED ON PLANS.
TRANSITION FROM UNIT INLET RETURN DUCT TO 46"x12", 1" ACOUSTICALLY LINED DUCT PLENUM. PROVIDE A MITERED ELBOW AND TURNING VANES AND TRANSITION RETURN DUCT HORIZONTAL TO VERTICAL. TOP OF HORIZONTAL RETURN PLENUM AT 12" BELOW CONCRETE ROOF DECK ABOVE. LOCATE (2) 20"x20" RG-1 MARK RETURN GRILLES ON TOP SIDE OF RETURN PLENUM. PROVIDE A MANUAL VOLUME DAMPER ON RETURN PLENUM FOR BALANCING TO 3,600 CFM WHEN ALL EXHAUST FANS IN BUILDING ARE TURNED OFF. REFER TO DETAIL 9/M402.
COORDINATE WITH ARCHITECT TO PROVIDE DOOR LOUVER. MINIMUM FREE AREA AS LISTED ON PLANS.
MANUAL VOLUME DAMPER, TYPICAL.
MOUNT THERMOSTAT TO WALL AT +48" TO TOP OF DEVICE. COORDINATE LOCATION WITH ARCHITECT PRIOR TO MOUNTING.
REFRIGERANT LINES FROM BASEMENT DUCTLESS FAN COIL UP FROM FLOOR BELOW.
ROUTE UP WALL TO CONCRETE DECK ABOVE. OFFSET WEST AND RISE UP BEHIND MECHANICAL SCREEN. SEE M103 FOR CONTINUATION. SECURE TO CONCRETE WALL AND CONCRETE DECK ABOVE PER DETAILS 1, 2, & 3/M403.
6"ø EXHAUST DUCT UP FROM BELOW. SECURE TO ADJACENT WALL WITH STRUT TO CMU BLOCK WALL, SIMILAR TO DETAIL 2/M403. PROVIDE 1" WIDE DUCT STRAP SECURE TO BOTH SIDES OF STRUT WITH 1/4"ø BOLT AND LOCKING WASHERS. SPACE STRUT AT 6'-0" O.C. VERTICALLY.
6"ø EXHAUST DUCT UP TO ROOF. COORDINATE WITH LOCATION OF EXISTING FSD TO REMAIN AND EXISTING RATED SHAFT. SEE M103 FOR ROOF DUCT TERMINATION.
EXISTING 28x10 FSD TO BE CAPPED. DUCT LOCATED AT 102" ABOVE FLOOR.
COORDIANTE CAP WITH NEW FLOOR PLAN.
JCI SYSTEM CONTROLLER WALL PANEL (24" x 36" SIZE). COORDINATE PROVISION OF 120V/1PH SERVICE PER DIV 26. COORDINATE OWNER PROVIDED DATA DROP.
T-BAR LAY-IN DIFFUSER, AIR TERMINAL TYPE LD-1, SEE M002 SCHEDULE. SEE ARCHITECTURAL RCP. SEE DETAIL 6/M402 FOR HANGING, BALANCE TO CFM AS SHOWN, TYPICAL .
WALL MOUNT SUPPLY DIFFUSER, ANGLED FLAT TO FINISHED WALL, SEE DETAIL 7/M402.
PROVIDE TURNING VANES ON RECTANGULAR MITERED SUPPLY DUCT ELBOWS, TYPICAL.
RECTANGULAR SHOE FITTING. TYPICAL.
MANUAL VOLUME DAMPER, BALANCE TO 1550 CFM.
32"x28"AL SUPPLY DUCT PLENUM FROM ABOVE TO TERMINATE A MINIMUM OF 4" ABOVE TOP OF NEW CEILING.
1 DEMOLITION KEYED NOTES:
EXISTING 100 CFM EXHAUST FAN TO REMAIN.
EXISTING 6"ø EXHAUST DUCT TO REMAIN
EXISTING 6"ø EXHAUST RISER FROM BASEMENT EXHAUST FAN, OFFSET SOUTH NEAR STAIRWELL, TIGHT TO EXISTING CONCRETE WALL, ROUTED UP TO ROOF ABOVE.
EXHAUST RISER TO REMAIN.
EXISTING 6"ø EXHAUST DUCT UP FROM BELOW TO REMAIN. EXISTING 8"ø EXHAUST RISER TO ROOF ABOVE TO REMAIN.
EXISTING DUCTLESS SPLIT SYSTEM AND REFRIGERANT LINES TO ROOTOP CONDENSING UNIT TO REMAIN. SEE ARCHITECTURAL DETAILS FOR FLASHING AND SEALING TO PREVENT PESTS FROM GOING INTO BUILDING.
DISCONNECT ELECTRIC SERVICE TO EXISTING 28x10 FIRE SMOKE DAMPER. DAMPER TO REMAIN. COORDINATE WALL PATCHING REQUIREMENTS WITH ARCHITECTURAL PLANS. PREPARE DUCT TO BE CAPPED.
EXISTING 28x10 SUPPLY AIR DUCT WITH FSD GOING INTO EXISTING SHAFT TO REMAIN.
PREPARE DUCT FOR NEW DUCT CONNECTION. ENSURE EXISTING FSD IS FUNCTIONAL .
1 2
3 N
4 5
2 3
4 5
6 6
7 8
9 10
11 12
13 14
15 7
KEYED NOTES:
SUPPLY AIR DIFFUSER TO TERMINATE AT EDGE OF MEW CEILING IN DIRECTION OF HALL 1019 WITH THROUW PATTERN AS TO SUPPLY AIR TO THIS ENTRY. SUPPLY AIR DUCT TO TERMINATE MINIMUM OF 3" ABOVE TOP OF NEW CEILING.
TRANSITION FROM 14"ø SA DUCT TO 28"x10" RECTANGULAR DUCT.
NEW 28"x10" SA RECTANGULAR DUCT WITH MITERED ELBOWS AND TURNING VANES TO OFFSET DOWN TO ELEVATION OF EXISTING 28"x10" FSD IN MECHANICAL SHAFT.
FSD AT AN EXISTING ELEVATION OF ABOUT 92" ABOVE FLOOR.
CONNECT NEW 28"x10" SA RECTANGULAR DUCT TO EXISTING 28"x10" FSD IN MECHANICAL SHAFT.
EXISTING SA DUCT WITHIN EXISTING CHASE ROUTED TO FLOOR DOWN BELOW. SEE 2/M101 FOR CONTINUATION.
17 16
18 19
20 21
# Date Revision
1 2
A A
B
1 1
2 3
4 VERIFY IN FIELD
4' - 11"
VERIFY IN FIELD
9' - 0"
HP
1 (E)
(E)6"ø
(E)8"ø
POD
POD
POD
1 2
A A
B
MIN
3' - 0"
MIN
4' - 0"
MIN
4' - 7"
MIN
4' - 2"
RTU
1 1
2 3
4 HP
2 RELIEF AIR
OSA
POWER EXHAUST
ECONOMIZER
5 7
8 HP
1 (E)
(RELOCATED)
6 6"ø
POC
9 POC
9 6"ø
8"ø
EA
EA
10' - 0" M
IN
10' - 0" MIN
STRUCTURAL KICKER,
TYP OF 4
POC
10 SD 11
5HP
3 12
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A
E
E ALIFORNIA
C
FO
TATS
N
ICAL
HCEM
R.
N
S
NOR
FORP
DERETSI GER
SSIONAL ENGINEER
AE
E
IT
HC
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
23.031
3/4/2024 2:34:21 PM
C:\Users\jmoberly\Documents\23.031 Winn Park TI M-P_r22_jmoberly.rvt 3/4/2024 2:34:21 PM
ROOF PLANS -
MECHANICAL
RM
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
M103
ST1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
1/4" = 1'-0"1 ROOF PLAN - MECHANICAL DEMOLITION
1/4" = 1'-0"2 ROOF PLAN - MECHANICAL
SHEET NOTES:
1. REFRIGERANT LINES SIZED PER MECHANICAL SCHEDULES ON M002.
2. INSULATE ALL REFRIGERANT PIPES OUTDOORS WITH 3/4" THICK INSULATION.
3. INSULATION EXPOSED TO WEATHER SHALL BE INSTALLED WITH A COVER SUITABLE FOR OUTDOOR SERVICE. THE COVER SHALL BE WATER RETARDANT AND PROVIDES SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL.
4. INSULATION COVERING REFRIGERANT SUCTION PIPING LOCATED OUTSIDE THE CONDITIONED SPACE SHALL HAVE A CLASS I OR CLASS II VAPOR RETARDER. ALL PENETRATIONS AND JOINTS OF WHICH SHALL BE SEALED.
5. COORDINATE FINAL OUTDOOR SPLIT SYSTEM LOCATIONS WITH INSTALLATION AND SHOP DRAWINGS OF NEW STRUCTURAL SCREEN WALL.
6. CONTRACTOR TO SEAL AND PROTECT ALL EXISITNG PENETRATIONS THROUGHROOF, TO BE PROTECTED FROM PESTS PER CMC.
7. GENERAL CONTRACTOR TO SCAN AND VERIFY EXISTING REINFORCING IN ROOF DECK BEFORE MAKING NEW CORES IN EXISTING ROOF DECK. DO NOT CUT OR DAMAGE EXISTING REINFORCING.
KEYED NOTES:
ROOFTOP PACKAGED HEAT PUMP ON EXISTING ROOF CURB. REFER TO DETAIL 1/M401.
MECHANICAL EQUIPMENT SCREEN. COORDINATE CLEARNACE REQUIREMENTS WITH FINAL SCREEN LAYOUT AND KICKERS.
MECHANICAL EQUIPMENT CLEARANCE LINES PER MANUFACTURER.
10' CLEARANCE LINE OF ROOFTOP EQUIPMENT OUTSIDE AIR INTAKE. ALL EXHAUST
PENETRATIONS (BOTH EXISTING AND NEW) AND VENTS THRU (BOTH EXISTING AND NEW) SHALL BE MINIMUM 10' FROM THIS INTAKE.
ROOFTOP MOUNTED OUTDOOR HEAT PUMP SECTION. SECURE TO ROOF DECK PER DETAIL 2/M401.
REFRIGERANT LINES UP THRU ROOF DECK. REFER TO DETAIL 3/M401. MINIMUM OF 6" BETWEEN SINGLE ROOF PENETRATIONS.
6"ø EXHAUST DUCT UP THRU ROOF. SEE DETAIL 4/M401.
RELOCATED EXISTING OUTDOOR SPLIT SYSTEM UNIT. SECURE TO EXISTING ROOF DECK SIMILAR TO HP-2.
OFFSET AND EXTEND EXISTING EXHUAST DUCT ON ROOF PER DETAIL 5/M401. LOCATE 10' AWAY FROM NEW FRESH AIR INTAKE. DUCT SIZE PER LISTED ON PLANS PER COLD
SHELL DRAWINGS, CONTRACTOR SHALL VERIFY SIZE IN FIELD PRIOR TO CONSTRUCTION.
EXTEND EXISTING REFRIGERANT LINES FROM EXISTING ROOF PENETRATION TO NEW UNIT LOCATION, VERIFY REFRIGERANT LINE SIZES IN FIELD. PROVIDE NEW INSULATION AND NEW VAPOR BARRIER/OUTDOOR RATED WEATHER PROTECTION.
DUCT SMOKE DETECTOR IN SUPPLY DUCT PER 2022 CMC SECTION 608.
COORDINATION RESPONSBILITY AND DIRECTION FOR PROVISION, INSTALLATION, POWER AND FIRE ALARM CONNECTION WITH GENERAL CONTRACTOR.
REFRIGERANT LINES ON ROOF DECK. REFER TO DETAIL 4/M403. 1 DEMOLITION KEYED NOTES:
EXISTING EXHAUST OUTLET AT ROOF FROM EXISTING EXHAUST RISER BELOW.
REMOVE TERMINATION CAP AND PREP FOR EXENTION PER 2/M103.
EXISTING ROOF CURB FOR MECHANICAL UNIT TO REMAIN.
EXISTING OUTDOOR SPLIT SYSTEM UNIT TO BE REMOVE FOR RELOCATION.
COORDINATE REMOVAL OF (2) RAIL SUPPORTS BELOW UNIT TO MAKE WAY FOR NEW SCREEN WALL.
EXISITING REFRIGERANT PIPING THRU ROOF TO REMAIN. DISCONNECT FROM
EXISTING OUTDOOR SPLIT SYSTEM AND PREPARE FOR EXTENSION TO NEW LOCATION.
1 2
3 4
2 3
4 5
6 N
7 8
9 10
11 12
# Date Revision
14 GA, 5-1/2" WIDE HOLD DOWN
CLIP. 3 HOLD DOWN CLIPS ON
EACH LONG SIDE (SIX TOTAL)
EQUALLY SPACED AND WITHIN
16" OFF END OF UNIT.
AC UNIT BASE RAIL
(4)#12-1-1/2" TEK SCREWS
TO UNIT THRU CLIP, (EA
CLIP)
ATTACH HOLD DOWN
CLIP TO RIGID CURB, AND
INTO NAILER WITH
(4)#10X1/2"TEK SCREWS,
EACH SIDE, EACH HOLD
DOWN CLIP
1/2" DIA THRU-BOLT W/
2x2x 1/2 PL WASHER @
32" OC, (3) MIN EACH
SIDE. HOLE PERMITTED
TO OVERSIZE A MAXIMUM
OF 1/8" LARGER THAN
THE BOLT DIAMETER. FILL
OVERSIZE HOLE W/ HILTI
HIT-RE500 V3 EPOXY.
GASKET - ALL
AROUND UNIT
NEOPRENE
AC UNIT
24 GA. GALV. SM FLASHING
(E)RIGID INSULATION
(E) CURB FRAME
NOTE:
1. EXPOSED FASTENERS SHALL BE
STAINLESS STEEL
TYPICAL 14 GA STRAP DETAIL
5-1/2"
1/2"
1/2", TYP
(VERIFY IN FIELD)
(E)NAILER
(E) Wx BEAM
THYBAR EQUIPMENT MOUNTING SUPPORT
#TEMS2, 16" HIGH, 18 GAUGE GALV. STEEL
SHELL, BASE PLATE AND
COUNTERFLASHING, WITH FIRE
RETARDANT NAILER, ALL WELDED
CONSTRUCTION.
SINGLE-PLY ROOFING UP CURB
AND UNDER FLASHING CAP
#10x1-1/2" WOOD SCREW WITH WASHER
3/8"Øx1-1/2" MIN. EMBED S.S. LAG
SCREW AT EACH MOUNTING
HOLE
(2 PER SIDE)
FINISHED ROOFING
FOUR 1/2"Ø THRU BOLT W/ 2x2x1/2PL WASHER,
HOLE PERMITTED TO BE OVERSIZE A
MAXIMUM OF 1/8" LARGER THAN THE BOLT
DIAMETER. FILL OVERSIZE HOLE W/ HILTI
HIT-RE 500 V3 EPOXY.
RIGID INSULATION
CONCRETE DECK
2"x WOOD NAILER
26GA COUNTER FLASHING
EQUIPMENT
HOUSING
16"
"MASON" TYPE 'W' ISOLATOR PAD
(ONE FOR EACH LEG)
NOTES:
1. GC TO SCAN EXISTING SLAB TO DETERMINE THE SPACING OF EXISTING
REINFORCEMENT BEFORE MAKING ANY NEW PENETRATION, CARE SHALL BE TAKEN TO NOT DAMAGE OR CUT EXISTING REINFORCEMENT.
PIPE SUPPORT EQUAL TO
COOPER INDUSTRIES
DBE-SERIES
FLASHING PER ARCH PLANS
(4) 0.157"∅ x 1-3/4 EMBED
HILTI X-U SHOT PINS
RIGID INSULATION
CONCRETE DECK
SEE NOTE 2.
PIPE INSULATION
REFRIGERANT LINE
SEAL WEATHER-TIGHT
ROOF JACK W/ITH
REMOVABLE TOP
ALL-AROUND PIPE
WITH FOAM
PIPE CLAMP W/
INSULATION SPACER
CLOSED CELL FOAM SEALANT
NOTES:
1. GC TO SCAN EXISTING SLAB TO DETERMINE THE SPACING OF EXISTING
REINFORCEMENT BEFORE MAKING ANY NEW PENETRATION, CARE SHALL BE TAKEN TO NOT DAMAGE OR CUT EXISTING REINFORCEMENT.
2. PROVIDE 6" MINIMUM CONCRETE BETWEEN EACH PENETRATION.
ROOF FLASHING MODIFIED PER
ARCH DRWGS
RIGID INSULATION
DUCT UP THRU ROOF
EXISTING CONCRETE ROOF
DECK
24 GA 6"ø EXHAUST TERMINATION,
BROAN NUTONE MODEL 634 OR EQUAL,
WITH BUILT IN BIRD SCREEN.
(4) 0.157"∅ x1-3/4" EMBED
HILTI X-U SHOT PINS.
NOTES:
1. GC TO SCAN EXISTING SLAB TO DETERMINE THE SPACING OF EXISTING
REINFORCEMENT BEFORE MAKING ANY NEW PENETRATION, CARE SHALL BE TAKEN TO NOT DAMAGE OR CUT EXISTING REINFORCEMENT.
PIPE SUPPORT EQUAL TO
COOPER INDUSTRIES
DBE-SERIES
FLASHING PER ARCH PLANS
RIGID INSULATION
CONCRETE DECK
90° GSM ELBOW
DUCT EXTENSION, SAME SIZE AS
EXISTING DUCT
EXISTING EXHAUST DUCT
FLASHING COLLAR
TERMINATE 10' FROM OSA, WITH BIRD
SCREEN
1-1/2" SHEET METAL
STRAP AND (2)1/4" BOLTS
AND LOCKING NUTS.
POC
NOTES:
1. GC TO SCAN EXISTING SLAB TO DETERMINE THE SPACING OF EXISTING
REINFORCEMENT BEFORE MAKING ANY NEW PENETRATION, CARE SHALL BE TAKEN TO NOT DAMAGE OR CUT EXISTING REINFORCEMENT.
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A
E
E ALIFORNIA
C
FO
TATS
N
ICAL
HCEM
R.
N
S
NOR
FORP
DERETSI GER
SSIONAL ENGINEER
AE
E
IT
HC
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
23.031
3/4/2024 2:34:21 PM
C:\Users\jmoberly\Documents\23.031 Winn Park TI M-P_r22_jmoberly.rvt 3/4/2024 2:34:21 PM
DETAILS
RM/LG
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
M401
ST1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
NONE1 RTU-1 ON EXISTING CURB
NONE2 PRE FAB CURB RAIL DETAIL
NONE3 REFRIGERANT PIPES THRU ROOF
NONE4 NEW DUCT PENETRATION THRU ROOF
NONE5 MODIFIED DUCT PENETRATION THRU ROOF
# Date Revision
SECURE STRAP TO DUCT WITH
#10x3/4" SHEET METAL SCREWS, 12"
O.C., (MIN 2)
1-1/2" WIDE, 18GA SHEET
METAL STRAP @ 8'-0" O.C,
SECURE WITH 3/8"ø HILTI
KB-TZ2 WITH 2-1/2" EMBED
INTO CONCRETE DECK ABOVE.
DUCT
SECURE WITH 1/4" BOLT & NUT, TYP.
NOTES:
1. DUCT SUPPORT SHALL BE SPACED MAX. 8'-0" AND EACH TURN OF DIRECTION. PROVIDE SUPPORT AT ALL FLEXIBLE CONNECTIONS & DUCT MOUNTED EQUIPMENT.
2. DUCT SHALL BE SECURED WITHIN 12" OF STRUCTURE ABOVE, TIGHT TO STRUCTURE WHERE POSSIBLE.
3. DESIGN FOR THE SEISMIC FORCES AND RELATIVE DISPLACEMENT OF SECTION 13.3 SHALL NOT BE REQURED WHERE PROVISIONS
ARE MADE TO AVOID IMPACT WITH OTHER DUCTW OR MECHANICAL COMPONENTS OR TO PROTECT THE DUCTS IN THE EVENT OF SUCH IMPACT, THE DISTRIBUTION SYSTEM IS POSITIVELY ATTCHED TO THE STRUCTURE; AND HVACR DUCTS HAVE A CROSS-SECTION AREA OF LESS THAN 6 FEET SQURE (0.557 METERS QUARE) AND WEIGHT 20 LB/FT (292 N/m) OR LESS.
4. NOT ALLOWED AT 3" THICK CONCRETE SLAB.
MAX WEIGHT = 5 PLF
#10x3/4" SELF-DRILLING
SMS, 2 PER SIDE @ 3" FROM
DUCT CORNERS, TYP.
1-1/2" WIDE, 18GA SHEET
METAL STRAP @ 8'-0" O.C,
SECURE WITH 3/8"ø HILTI
KB-TZ2 WITH 2-1/2" EMBED
INTO CONCRETE DECK ABOVE.
NOTES:
1. DUCT SUPPORT SHALL BE SPACED MAX. 8'-0" AND EACH TURN OF DIRECTION. PROVIDE SUPPORT AT ALL FLEXIBLE CONNECTIONS & DUCT MOUNTED EQUIPMENT.
2. DUCT SHALL BE SECURED WITHIN 12" OF STRUCTURE ABOVE, TIGHT TO STRUCTURE WHERE POSSIBLE.
3. DESIGN FOR THE SEISMIC FORCES AND RELATIVE DISPLACEMENT OF SECTION 13.3 SHALL NOT BE REQURED WHERE
PROVISIONS ARE MADE TO AVOID IMPACT WITH OTHER DUCTW OR MECHANICAL COMPONENTS OR TO PROTECT THE DUCTS IN THE EVENT OF SUCH IMPACT, THE DISTRIBUTION SYSTEM IS POSITIVELY ATTCHED TO THE STRUCTURE; AND HVACR DUCTS HAVE A CROSS-SECTION AREA OF LESS THAN 6 FEET SQURE (0.557 METERS QUARE) AND WEIGHT 20 LB/FT (292 N/m) OR LESS.
4. NOT ALLOWED AT 3" THICK CONCRETE SLAB. SEE 3/M403 .
MAX WEIGHT = 7.5 PLF
IEF
1 (E)CONCRETE DECK
FLEXIBLE CONNECTION
TRANSITION
(4)3/8"ø HANGER RODS
12" MAX
1-1/2"W SHEET
METAL STRAP
SECURE STRAP TO DUCT
WITH #10x3/4" SHEET
METAL SCREWS, 12" O.C.,
(MIN 2)
EXHAUST GRILLE SECURED
AIR TIGHT TO DUCT
TRANSITION WITH #14x3/4"
SMS THRU MFR MOUNTING
HOLES NOTE: PROVIDE A PHENOLIC LETTER ENGRAVED EQUIPMENT LABEL PER
SPECIFICATIONS
BACKDRAFT DAMPER
ATTACH PER
1/M402, TYP
STEEL BACKING TRACK.
TYPE "B" BACKING PER
3/S5.1
INDOOR FAN COIL
METAL STUD WALL
MOUNTING
BRACKET (BY UNIT
MFR.)
10" MIN.
CEILING
MOUNTING BRACKET BY AC UNIT
MFR. SECURE TO BACKING TRACK IN
WALL WITH MIN (8) #14 x 1-1/2" SMS IN
PRE-DRILLED HOLES.
ELEVATION (TYPICAL)
PLAN (TYPICAL)
INDOOR FAN COIL
STEEL BACKING
TRACK. TYPE "B"
BACKING PER 3/S5.1
PROVIDE SUPPORT EVERY 8'-0"
SECURE ANGLE TO DUCT WITH
#10x3/4" METAL SCREWS AT 8"
O.C., MIN. 2 PER SIDE.
2"x2"x1/4" ANGLE IRON, LENGTH
AS REQUIRED
SECURE BRACE TO SUPPORT
WITH 3/8"ø BOLTS & NUTS
METAL STUD WALL
SECURE UNISTRUT TO METAL
STUD WALL WITH 3/8"ø BOLT
WITH WASHER
SECURE BENT STEEL FITTING TO
VERTICAL SUPPORT WITH 3/8"ø
BOLTS & NUTS
INTERIOR WALL
METAL STUD BACKING
PER STRUCTURAL (16 GA
12" MAX
P1000 UNISTRUT
SECURE ANGLE FITTING TO
VERTICAL & HORIZONTAL
SUPPORTS WITH 3/8"ø BOLTS
& NUTS
GSM DUCT ELBOW
FLEXIBLE FIBROUS
DUCT. SEE SPECS
12 GA SWAY WIRE.
SHEET METAL
SCREWS, TYP.
T-BAR CEILING
NOTES:
1. PEEL BACK JACKET AND SECURE TO PLENUM
COLLAR. USE A MIN. OF (3) SHEET METAL SCREWS
AND (2) FULL WRAPS OF DUCT TAPE. PULL BACK
JACKET AND APPLY (2) FULL WRAPS OF DUCT
TAPE. ALTERNATE METHOD: BANDING DEVICE OR
PANDUIT STRAP, IN LIEU OF SHEET METAL
SCREWS.
2. FLEXIBLE AIR DUCTS AND CONNECTORS
SHALL BE NOT MORE THAN 5 FEET IN LENGTH
AND SHALL NOT BE USED IN LIEU OF RIGID
ELBOWS OR FITTINGS PER CMC 603.4.1.
3 DIAMETERS
SEE NOTE 2.
SUPPLY AIR DIFFUSER.
DIFFUSER
SURFACE MOUNTED
AROUND
GASKET ALL
RUBBER
SCREW
SHEET METAL
# 10
REGISTER
TYPICAL
SUPPLY DUCT
OUTLET DIMENSIONS
SEE PLANS FOR AIR
AIR OUTLET
EXPOSED SUPPLY
DUCT
COLLAR SHAPE TO FIT
MAIN DUCT. PROVIDE
RUBBER GASKET ALL AROUND
TO SEAL MAIN DUCT AIR
TIGHT. FASTEN WITH #8
S.M. SCREWS AT 6" O.C.
(MIN 2 PER SIDE)
22 GA. DUCT COLLARAIR OUTLET
FRAME + 1/4"
COUNTER-SUNK
SCREW (TYP)
1"
8"
MANUAL VOLUME
DAMPER
L
R
S
SINGLE THICKNESS TURNING VANES
NOTE:
TRAILING EDGE
s = 1.5 in.
L = 0.75 in.
r = 2.0 in.
A
Q
W x H
MAXIMUM UNSUPPORTED VANE LENGTH = 36".
INSTALL VANES IN SECTIONS OR USE 1/4" TIE
RODS TO LIMIT UNBRACED VANE LENGTH
SUPPLY
AIR FLOW
AIR FLOW
RETURN/EXHAUST
MAIN DUCT
HAND DAMPER WITH
LOCKING TYPE INDICATOR
QUADRANT ON
HAT SECTION.
1/3 W. 5" MIN.
45 DEG. CLINCH COLLAR
3/8" SQ. ROD
END BEARING
DUCT BRANCH
ROUND DUCT
3-8 4
X
9-14 7
45°
DIMENSION, INCHES
DIA X
AIR FLOW
DIA
AIR FLOW
AIR FLOW
EXHAUST
SUPPLY
EXHAUST
AIR FLOW
SUPPLY
BALANCING DAMPER- MIN OF
1 DUCT DIA DOWNSTREAM OF
FITTING
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A
E
E ALIFORNIA
C
FO
TATS
N
ICAL
HCEM
R.
N
S
NOR
FORP
DERETSI GER
SSIONAL ENGINEER
AE
E
IT
HC
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
23.031
3/4/2024 2:34:21 PM
C:\Users\jmoberly\Documents\23.031 Winn Park TI M-P_r22_jmoberly.rvt 3/4/2024 2:34:21 PM
DETAILS
RM/LG
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
M402
ST1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
NONE1 ROUND DUCT SUPPORT DETAIL
NONE2 RECTANGULAR DUCT SUPPORT DETAIL
NONE3 INLINE EXHAUST FAN DETAIL
NONE4 WALL MOUNTED FAN COIL
NONE5 DUCT SUPPORT IN CHASE
NONE6 CEILING AIR TERMINAL DETAIL
NONE7 WALL AIR TERMINAL DETAIL
NONE8 DIFFUSER ON SPIRAL DUCT DETAIL
NONE9 MITERED TURNING VANES DETAIL
NONE10 RECTANGULAR DUCT TAP DETAIL
NONE11 ROUND DUCT TAP DETAIL
# Date Revision
12GA SPLY WIRE BRACING WITH (3)TIGHT
ATTACH TO L2x2x12GAx0'-4" WITH 3/8"Ø
HILTI KB-TZ2 WITH MIN 3" EMBED INTO
(E)BEAM.
12GA SPLY WIRE BRACING WITH (3)TIGHT TURNS ATTACH
TO 12GA BENT PLATE INTO STRUT WITH MACHINE
BOLT WITH NUT AND WASHER.
1/2"Ø BOLT AND
CHANNEL NUT, TYP
3/8"ø ALL THREAD
3/8"ø ALL THREAD
CAN USE CABLE
CLAMPS
12"MAX, IF GREATER THAN 12",
PROVIDE SEISMIC BRACING AS SHOWN.
(E)CONCRETE BEAM
L3x3x12GAx0'-4" WITH 3/8"Ø HILTI KB-TZ2
WITH MIN 3" EMBED INTO
(E)BEAM TYP TO EACH END.
1-5/8"x1-5/8"
12GA STRUT
(E)CONCRETE DECK
BLINE 3100 SERIES
CLEVIS HANGER
BARE PIPE INSULATED PIPE
CALCIUM SILICATE
SHIELD
NOTES:
1. PROVIDE PIPE SUPPORT AT ALL CHANGES IN DIRECTION.
2. HORIZONTAL PIPE SUPPORTS SHALL BE SPACED MAX. 6'-0" O.C.
3. FIRE PROTECTION WATER PIPING CANNOT BE SUPPORTED WITH THIS SYSTEM.
4. USE A CUSHIONED CLAMP TO PROTECT INTERFACE FROM DISSIMILAR METALS MAX WEIGHT = 13.5 PLFMAX WEIGHT = 13.5 PLF
12 GA SPLY WIRE BRACING W/(3)
TIGHT ATTACHED TO 1'x3/16" 12
GA BENT PLATE WITH 3/16"∅ HOLE.
1 1
3"MIN.
SECURE FRAMING CHANNEL TO
WALL WITH (2) #10x1 1/2" METAL
SCREWS TO METAL STUD
METAL STUD WALL
1 5/8" FRAMING CHANNEL,
LENGTH AS NEEDED
PIPE CLAMP, TYP
PIPING WITH INSULATION
SPACER, TYP
NOTES:
1. PROVIDE PIPE SUPPORT AT ALL CHANGES IN DIRECTION.
2. VERTICAL PIPE SUPPORT SHALL BE SPACED MAX. 6'-0" O.C.
3. WHERE EMPLOYED ON CMU BLOCK WALL, SUBSTITUTE SMS FOR 1/4"ø X 2-1/2" EMBED HILTI KB-TZ2 EXPANSION ANCHORS.
EXISTING CONCRETE SLAB
12GA STRUT
DOUBLE NUT & WASHER
3/8"ø ALL THREAD
12 GA SPLY WIRE BRACING W/(3)
TIGHT ATTACH TO 12 GA BENT
PLATE INTO STRUT W/ MACHINE
BOLT W/ NUT AND WASHER.
1 1
MAX WEIGHT = 13.5 PLF
L2x2x12GA x 0'-4" W/ 3/8"Ø
HILTI KB-TZ2 W/ MIN 3"
EMBED INTO (E) BEAM.
1 1
3" MIN.
12" MAXIMUM. IF GREATER
THAN 12", PROVIDE SEISMIC
BRACING AS SHOWN.
EXISTING
CONCRETE
BEAM
12 GA SPLY WIRE BRACING W/(3)
TIGHT ATTACHED TO L2X2X12GA
x 0'-4" W/ 3/8"Ø HILTI KB-TZ2 W/ MIN
3" EMBED INTO (E) BEAM.
DURABLOK BVT SERIES
INSULATION, TYP
LIQUID AND VAPOR
PIPE SADDLE (TYP)
REFRIGERATION LINES
DURABLOK
ROOF
COOPER B-LINE DURABLOK
ROOFTOP SUPPORT MODEL
DB10. UNIT COMPOSED OF
BASE WITH 14 GA. GALV.
1" HIGH CHANNEL.
1. NO ANCHORING OF SUPPORT TO ROOF IS REQUIRED.
NOTES:
1. FINAL LOCATIONS PER FIELD CONDITIONS.
DURABLOK BASE SITS
ON TOP OF ROOF. NO
ATTACHMENT IS
REQUIRED.
CHANNEL IS PART OF
DB5 PRODUCT. NO
ASSEMBLY IS REQUIRED.
PIPE CLAMP, TYP
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A
E
E ALIFORNIA
C
FO
TATS
N
ICAL
HCEM
R.
N
S
NOR
FORP
DERETSI GER
SSIONAL ENGINEER
AE
E
IT
HC
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
23.031
3/4/2024 2:34:21 PM
C:\Users\jmoberly\Documents\23.031 Winn Park TI M-P_r22_jmoberly.rvt 3/4/2024 2:34:21 PM
DETAILS
RM/LG
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
M403
ST1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
NONE1 PIPE SUPPORT DETAIL FROM CONCRETE DECK
NONE2 PIPE SUPPORT FROM WALL DETAIL
NONE3 1ST FLR PIPE SUPPORT DETAIL
NONE4 PIPE ROOF BLOCK SUPPORT
# Date Revision
COORDINATE
PROVISION,
POWER AND
INSTALLATION
WITH GENERAL
CONTRACTOR.
NOTES:
1. FACTORY PROVIDED UNIT CONTROLLER,
2. FACTORY PROVIDED ECM FAN
3. FACTORY PROVIDED INTEGRAL ECONOMIZER AND POWER EXHAUSTER PACKAGE
4. FACTORY PROVIDED COMMUNICATION OPTION FOR BACNET MS/TP
5. PROVIDE LOCKING THERMOSTAT GUARD OVER T-STAT IN GALLERY - COORDINATE WITH ARCHITECT RTU-1 SEQUENCE OF OPERATION
SUPPLY FAN:
THE OUTSIDE AIR DAMPER WILL MODULATE TO THE MINIMUM POSITION, AND BASED UPON THE SENSOR INPUTS, THE UNIT WILL GO INTO ONE OF THE FOUR RUNNING STATES - “HEATING,” “COOLING,” “ECONOMIZING,” OR “MINIMUM DAT.” IF THE CONTROL TEMPERATURE IS BETWEEN ITS SETPOINT AND ITS DEAD BAND, THE UNIT WILL REMAIN IN THE “FAN ONLY” STATE. THE SUPPLY FAN WILL MODULATE BASED ON FACTORY PROVIDED DISCHARGE AIR PRESSURE SENSOR. THE SUPPLY FAN WILL BE BALANCED TO MAINTAIN A CONSTANT VOLUME AS DICTATED BY M002. THE BALANCER WILL DETERMINE THE DISCHARGE AIR PRESSURE VALUE IN THE FIELD DURING BALANCING.
CONSTANT AIR VOLUME (DISCHARGE AIR CONTROLLER):
THE UNIT'S COOLING MODE OF OPERATION IS CONTROLLED BY THE CONTROL TEMPERATURE, THE CHANGE-OVER TEMPERATURE, AND THE DISCHARGE AIR TEMPERATURE. THE UNIT GOES INTO THE COOLING MODE OF OPERATION BY ANALYZING THE CONTROL TEMPERATURE. THE CONTROL TEMPERATURE FOR THE CAV SYSTEM IS THE ZONE TEMPERATURE SENSOR (ADJUSTABLE).
ECONOMIZER MODE:
WHEN THE ECONOMIZER IS ENABLED, THE OUTSIDE AIR TEMPERATURE IS BELOW THE CHANGE-OVER SETPOINT, AND THE ECONOMIZER BECOMES THE FIRST COOLING STAGE. IT WILL MODULATE TO CONTROL TO THE DISCHARGE AIR TEMPERATURE. EVERY 4 MINUTES, THE UNIT CAN THEN EITHER ADD MECHANICAL COOLING IF THE ECONOMIZER IS AT 100% OPEN, CONTINUE ECONOMIZING, OR IF THE CONTROL TEMPERATURE IS SATISFIED, RETURN TO MINIMUM POSITION AND TRANSITION BACK TO “FAN ONLY” MODE. IF THE OUTSIDE AIR WARMS, THE UNIT WILL EXIT ECONOMIZING AND CONTINUE TO COOL WHILE RETURNING TO THE MINIMUM OUTSIDE AIR DAMPER POSITION FOR VENTILATION.
THE ECONOMIZER SHALL UTILIZE THE FACTORY PROVIDED PROPORTIONAL DAMPER RESET CONTROL TO MODULATE THE OUTSIDE AIR DAMPERS OPEN AND CLOSED AS THE SUPPLY FAN SPEED CHANGES TO PROVIDE A CONSTANT VOLUME OF FRESH OUTSIDE AIR.
THE ECONOMIZER SHALL BE COMPLIANT WITH 2022 CEnC FAULT DETECTION AND DIAGNOSTICS (FDD) AS LISTED IN SECTION 120.2(i) COOLING MODE:
THE UNIT GOES INTO THE COOLING MODE OF OPERATION AS DICTATED AND RESET BY THE CONTROL TEMPERATURE (ZONE TEMPERATURE).THE RTU WILL USE ITS FACTORY CONTROLLER TO STAGE THE COMPRESSORS TO MAINTAIN THE CONTROL TEMPERATURE. THE FIRST STAGE OF COOLING WILL ALWAYS BE ECONOMIZER MODE (SEE BELOW) HEATING MODE:
THE UNIT GOES INTO THE HEATING MODE OF OPERATION AS DICTATED AND RESET BY THE CONTROL TEMPERATURE (ZONE TEMPERATURE).THE RTU WILL USE ITS FACTORY CONTROLLER TO STAGE THE COMPRESSORS TO MAINTAIN THE CONTROL TEMPERATURE. THE HEAT PUMP SHALL SERVE AS THE FIRST STAGE OF HEATING. THE ELECTRIC RESISTANCE HEATER SHALL ACT IN CONJUNCTION WITH THE HEAT PUMP AS A SECOND STAGE OF HEATING, AS CONTROLLED BY THE FACTORY CONTROLLER.
DEFROST MODE:
DEFROST WILL BE ACTIVATED WHEN A FACTORY MOUNTED TEMPERATURE SENSOR DETERMINES FROST BUILD UP. DURING THE DEFROST CYCLE, THE UNIT WILL REVERSE THE INDOOR AND OUTDOOR COIL OPERATION TO SEND HOT GAS TO THE OUTDOOR COIL TO DEFROST THE COIL. DURING THIS TIME, THE SPACE TEMPERATURE WILL BE MAINTAINED BY THE SUPPLEMENTAL ELECTRIC HEATING SECTION.
EXHAUST FAN CONTROL:
THE DIRECT DRIVE EXHAUST FAN IS DRIVEN BY AN ELECTRICALLY COMMUTATED MOTOR (ECM). FACTORY CONTROL OF THIS FAN SHALL BE BUILDING PRESSURE CONTROL. a DIFFERENTIAL PRESSURE TRANSDUCER SHALL COMPARE THE INDOOR BUILDING PRESSURE TO AMBIENT ATMOSPHERIC PRESSURE. THE EXHAUST FAN SHALL MODULATE TO MAINTAIN A +0.03" .W.C (ADJ) BUILDING PRESSURE SETPOINT.
DEMAND CONTROLLED VENTILATION:
UNIT IS EXEMPT FOR CO2 REQUIREMENTS PER M002. REFER TO OUTSIDE AIR CFM ON M002.
OUTSIDE AIR PURGE:
THE SUPPLY FAN SHALL PROVIDE THE CODE REQUIRED MINIMUM OUTDOOR AIR RATE TO THE BUILDING FOR THE ONE HOUR PERIOD PRIOR TO OCCUPANCY, AS DICTATED BY 2022 CEnC, SECTION 120.1(d)2. THE TEMPERATURE CONTROLS CONTRACTOR SHALL COORDINATE THE OCCUPIED HOURS WITH THE OWNER AND CONFIRM THE FAN OPERATION COMPLIES WITH THE PRE OCCUPANCY PURGE AS REQUIRED.
DAMPER CONTROL:
PER 2022 CEnC, SECTION 120.2(F), OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE INSTALLED WITH DAMPER THAT AUTOMATICALLY CLOSE UPON FAN SHUTDOWN.
ALARMING CONDITIONS:
SPACE TEMPERATURE SENSOR SHALL NOTIFY THE BMS ON TEMPERATURE ABOVE 80°F (ADJ.) IN COOLING MODE OR 65°F (ADJ.) IN THE HEATING MODE. SUPPLY FAN STATUS IS OFF, AND THE UNIT IS COMMANDED ON, OR ON WHEN THE UNIT IS COMMANDED OFF.
TEMPERATURE SETPOINTS (ALL ADJUSTABLE):
OCCUPIED MODE: 75°F (SUMMER); 68°F (WINTER)
NIGHTTIME SETBACK MODE: OCCUPIED MODE: 80°F (SUMMER); 60°F (WINTER) FIRE SMOKE DAMPER:
MECHANICAL CONTRACTOR TO ENSURE EXISTING FSD HAS END-SWITCH AND LABEL AT FSD ACCESS LOCATION.
ELECTRICAL CONTRACTOR TO ENSURE EXISTING FSD IS COMPLETE AND FUNCTIONAL.
CONTROLS CONTRACTOR TO INCORPORATE EXISTING FSD TO CONTROLS FOR MONITORING AND UNIT DE-ENERGIZING IN CASE OF FIRE OR SMOKE SENSING EVENT.
CONTROLS CONTRACTOR TO ENSURE BMS TO MONITOR FSD END SWITCH AND CLOSE FSD AND SHUT DOWN UNIT UPON SMOKE AND OR FIRE DETECTION.
CONTROL POINTS TABLE
POINT NAME AI AO DI DO REMARKS
UNIT START/STOP X ENABLE RELAY BY TCC
GENERAL FAULT SIGNAL X STATUS RELAY BY TCC
COOLING ON/OFF X FACTORY BACNET POINT
HEATING ON/OFF X FACTORY BACNET POINT
FAN START/STOP X FACTORY BACNET POINT
SUPPLY DUCT TEMPERATURE X FACTORY SENSOR - FACTORY BACNET POINT
ZONE TEMPERATURE X FIELD PROVIDED SENSOR FROM TCC
OUTSIDE AIR TEMPERATURE X FACTORY SENSOR - FACTORY BACNET POINT ADDITIONAL ZONE TEMP X FIELD PROVIDED SENSOR FROM TCC - ARCHIVE ROOM (FC-2) BUILDING STATIC PRESSURE X FACTORY SENSOR - FACTORY BACNET POINT.
AMBIENT OUTSIDE PRESSURE X FIELD PROVIDED SENSOR - COORDINATE WITH RTU PROVISION
DASHED LINE
INDICATES FACTORY
PROVIDED ITEMS
EXISTING FSDs. AT
FIRST FLOOR AND
BASEMENT
.COORDINATE
EXISTING
CONDITION AND
OPERATIONAL
STATUS WITH
GENERAL
CONTRACTOR.
OSA
INLET
H
P
SA
DUCT
SUPPLY FAN
RELIEF
OUTLET
RA
INLET
M
DSD
POWER EXHAUST FAN
DO
MS/TP
COMMUNICTION
PWR BY
DIV 26
PWR BY
DIV 26
BACNET
INTERFACE
CONTROL
PANEL
ECM
ECM
BACKDRAFT
DAMPER
MERV 13
AI
RETURN
AIR TEMP
AI
SUPPLY AIR
TEMP
UNIT
START/
STOP
DI
GENERAL
FAULT
STATUS
S AI ZONE TEMPERATURE
SENSOR (GALLERY/EVENT)
BMS
S AI ZONE TEMPERATURE
SENSOR - (SEE 3/M601)
BMS
AI
OUTSIDE
AIR TEMP
DO
HEATING
ENABLE
DO
COOLING
ENABLE
AI
FAN
START/STOP
TCC PROVIDED TUBING AND
PRESSURE SENSOR IN
BUILDING, LOCATED
DIRECTLY BELOW RTU IN
OPEN GALLERY SPACE
SA
OUTLET
FSD
PWR BY
DIV 26
NOTES:
1. INSTALL 120V INTERLOCK WIRING IN EMT CONDUIT AND
SEAL TIGHT CONNECTIONS.
2. INTERLOCK WIRING BETWEEN INDOOR AND OUTDOOR
UNIT BY ELECTRICAL CONTRACTOR.
3. TCC TO INSTALL AND WIRE FACTORY T-STAT
4. TCC TO INSTALL AND WIRE FAN SEPARATE ZONE
TEMPERATURE SENSOR AND WIRE BACK TO FACTORY
CONTROLLER ON RTU-1
DUCTLESS
INLET
S AI FC-2 HIHG ZONE TEMP
ALARM AT +80°F (ADJ)
DUCTLESS
INLET
D
X
OUTSIDE SECTION HP-2 & HP-3
T
PWR BY DIV 26
FAN COIL FC-2 & FC-3
BMS
SET TO 77°F (SUMMER)
SET TO 66°F (WINTER
STAINLESS
STEEL
ZONE
TEMPERATURE
SENSOR
MFR'S
WIRED
T-STAT
CONDENSATE PUMP,
PWR BY DIV 26
FC-2 & FC-3
BACNET MS/TP
RTU-1 FACTORY
CONTROLLER
RTU-1 JCI
CONTROLLER
FC-2 / HP-2 SYSTEM JCI
CONTROLLER
ETHERNET NETWORK
DROP PROVIDED BY
CITY - CAT-5 100 MPS
TRANSMISSION SPEED
(E) OPERATOR WORKSTATION
CONNECT TO (E)IT
NETWORK AND EXISTING JCI SERVER (E) CITY OF SACRAMENTO PRIVATE
SECURE NETWORK
CONNECTION
FX-80 CONTROLLER -
TRIDIUM NIAGARA V4
SCOPE SHALL INCLUDE
GRAPHICS FOR THE NEW
UNITS IN THE EXISTING
SYSTEM
BY DIVISION 26
120V 20 AMP CIRCUIT
120V/1PH
BY DIV 26
TX BY TCC
24VAC
BY TCC
N4 WEB
SUPERVISOR
UPS BACKUP
MFR: SOLA HD
MODEL: SDU 500 (BY TCC)
500VA / 300W CAPACITY
TEMPERATURE CONTROL
PANEL ENCLOSURE IN
FIRST FLOOR (E) UTILITY
CLOSET - SEE KEYNOTE 10
ON M102
FC-3 / HP-3 SYSTEM JCI
CONTROLLER
S AI ZONE TEMPERATURE
FC-2 HIGH
ZONE TEMPERATURE
SENSOR IN BASEMENT
ARCHIVE ROOM
S
ZONE TEMPERATURE
SENSOR IN BASEMENT
ARCHIVE ROOM
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A
E
E ALIFORNIA
C
FO
TATS
N
ICAL
HCEM
R.
N
S
NOR
FORP
DERETSI GER
SSIONAL ENGINEER
AE
E
IT
HC
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
23.031
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CONTROLS
RM
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
M601
ST1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
NONE1 RTU-1 CONTROL DIAGRAM
NONE3 HP-2 & HP-3 CONTROL DIAGRAM
NONE2 SYSTEM ARCHITECTURE DIAGRAM
# Date Revision
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A
E
E ALIFORNIA
C
FO
TATS
N
ICAL
HCEM
R.
N
S
NOR
FORP
DERETSI GER
SSIONAL ENGINEER
AE
E
IT
HC
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
23.031
3/4/2024 2:34:21 PM
C:\Users\jmoberly\Documents\23.031 Winn Park TI M-P_r22_jmoberly.rvt 3/4/2024 2:34:21 PM
TITLE 24
RM
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
M701
ST1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
# Date Revision
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A
E
E ALIFORNIA
C
FO
TATS
N
ICAL
HCEM
R.
N
S
NOR
FORP
DERETSI GER
SSIONAL ENGINEER
AE
E
IT
HC
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
23.031
3/4/2024 2:34:21 PM
C:\Users\jmoberly\Documents\23.031 Winn Park TI M-P_r22_jmoberly.rvt 3/4/2024 2:34:21 PM
TITLE 24
RM
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
M702
ST1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
# Date Revision
NOTE: IF YOU END UP WITH A (-) NEGATIVE VALUE, A BOOSTER PUMP WILL BE REQUIRED.
CALCULATION SHEET.IF SO, REFER TO BOOSTER PUMP
COLD WATER CALCULATIONS
WINN PARK BUILDING DESIGN CRITERIA
To
tal estimated demand (GPM) from fixture calc sheet:
1. Pressure @ Street Main (Static Pressure -
information can be aquired from the local Water
Purveyor)
2. Pressure loss due to height (from buried
depth below grade to the highest most point
in the system - above ceiling, floor level of a
multi-story building, etc…)
23 ft. x .434
3. Pressure loss thru meter (Note: losses may vary from 2 PSI up to 5 PSI - verify meter type and losses with the local Water Purveyor)
4. Pressure loss thru other devices (i.e., BFP) (Note:
losses may vary from 8 PSI up to 15 PSI - verify BFP type and losses with the local Water Purveyor)
5. Total pressure loss (add lines 2, 3 & 4)
6. Pressure required at highest fixture (Note: 20 PSI for a Flush Tank Water Closet and 25 PSI for a Flush Valve
Water Closet)
7. Pressure available for Friction Loss (line1-line 5-line 6)
8. Total developed length of run (Note: Add an addition 25% of total pipe length to account for equivalent
length of fittings and valves).
FRICTION LOSS CALCULATION
from line 7 2.018 PSI X 100 =
from line 8 128.75
Cold Water Service Required: 2
Water meter size required, based on above demand: -
1. 57 PSI/100 ft.
19 40
9 .982
3 10
22.982
15 2.018
128.75
TMV
(FOR INSPECTOR'S USE - CONTRACTOR TO REFERENCE SPECIFICATIONS)
SERVICE SIZE LOCATION MATERIAL
WASTE & VENT ALL
ABOVE GROUNDALLWATER
ALL
DRAIN
CONDENSATE ALL
SERVICE WEIGHT CAST IRON SOIL PIPE & FITTINGS, ASPHALTIC COATED.
SEE SPECIFICATION SECTION 22 13 16 FOR MORE INFORMATION.
TYPE M - HARD TEMPER COPPER PIPE. SEE SPECIFICATION SECTION 22 13 16 FOR MORE INFORMATION.
TYPE L - HARD TEMPER COPPER. SEE SPECIFICATION SECTION
22 11 16 FOR MORE INFORMATION.
ALL PIPING
COLD WATER - FT FU'S
3/4" 3.0
1" 7.0
1-1/4" 15.0
1-1/2" 26.0
2" 66.0
HOT WATER 3/4"
1"
(SIZED PER CPC 2022 - APPENDIX A)
SIZE
FU'S GPM VELOCITY PSI LOSS/100'
1-1/4"
3.0 6.0
11.0 18.0
35.0 2.0
2.5 2.8
3.2 4.0
1.5 1.5
1.5 1.5
1.5 3.0
7.0 15.0
3.0 6.0
11.0 2.0
2.5 2.8
1.5 1.5
1.5 6
P401
IWH
3 EQUIPMENT SCHEDULE
DETAILLOCATIONDESCRIPTION/TRIMNUMBERMAKESYMBOL
INSTANTANEOUS ELECTRIC WATER HEATER,RUGGED STEEL
HOUSING, 9-7/8" X 10-5/8" X 4-1/4". 0.65 GPM ACTIVATION, 71° F TEMP. RISE AT 1.5 GPM, USER ADJUSTABLE TEMP. SET TO
120°F, MEETS LOW FLOW CAL GREEN REQUIREMENTS.
ELECTRICAL: 208V, 15600W
R-75S/208 BASEMENT
BREAKROOM
CHRONOMITE
PLUMBING FIXTURE SCHEDULE
MATERIALSUPPORTDESCRIPTION/TRIMNUMBERMAKESYMBOL LOCATION MS-1 24" x 24" x 12" HIGH TERRAZZO CORNER MOP SINK WITH INTEGRAL STAINLESS STEEL CAP, WITH INTEGRAL 3" FLOOR
DRAIN SUPPLIED WITH REMOVABLE STAINLESS STEEL GRID
STRAINER. PROVIDE 1453-BB STRAINER AND P-TRAP. PROVIDE
ACORN KH36 HOSE WITH WALL HANGER, KMH MOP HANGER
WITH 3 SPRING LOADED GRIPS ON BRACKET.
WALL MOUNTED H & CW FAUCET WITH VACUUM BREAKER,
WALL BRACE, 3" CROSS HANDLES, PROVIDE SUPPLIES AND
STOPS.
ACORN TNC-24-SH-
SSC
FLOOR
(CORNER)
CHICAGO 835-RCF
(FAUCET)
PORTLAND CEMENT
(WHITE W/WHITE
CHIPS)
---
KS-1 SLN-ADA-2131
-A-GR
ELKAY
CHICAGO
FAUCET
(MANUAL)
STAINLESS
STEEL
895-317E36
VPABCP
COUNTER
THERMOSTATIC MIXING VALVE, INTEGRAL CHECK VALVES,
MOUNTING BRACKET, LEAD FREE, 0.25 GPM MIN. FLOW,
LOCKING TEMPERATURE REGULATOR, 3/8" INLETS, 3/8"
OUTLET, SET AT A MAX. TEMP. OF 110° F
170-ALF-BP
BRKT
LEONARD
---
BRACKET
SINGLE COMPARTMENT SINK, 20-1/4" X 30-1/4" X 6-1/2" DEPTH, 18 GAUGE TYPE 304 STAINLESS STEEL,3 HOLES, 4" CENTERS,
CENTER DRAIN LOCATION WITH "INTEGRA DRAIN" INCLUDES
BASKET STRAINER AND TAILPIECE. PROVIDE P-TRAP,
SUPPLIES AND STOP.
HOT AND COLD SUPPLY , 4" CENTERS, 3-1/2" RIGID/SWING
GOOSENECK SPOUT, 4" WRIST BLADES, 1.5 GPM.
OF
SD
PLUMBING LEGEND
CD
RWL
BV
CE
CO
(E)
EWH
FCO
BALL VALVE
CIVIL ENGINEER
CLEAN OUT
EXISTING
ELECTRIC WATER HEATER
FLOOR CLEANOUT
CD,D CONDENSATE DRAIN DROP
MV
(N)
NIPC
OF
P&TRV
PC
PRV
PSI
SOV
TP
TYP
V,R
VTR
WCO
MIXING VALVE
NEW
NOT IN PLUMBING CONTRACT
OVER FLOW
PRESSURE & TEMP RELIEF VALVE
PLUMBING CONTRACTOR
PRESSURE REGULATING VALVE
POUNDS PER SQUARE INCH
SHUT OFF VALVE
TRAP PRIMER
TYPICAL
VENT RISER
VENT THRU ROOF
WALL CLEANOUT
SANITARY SEWER (SS)
SANITARY VENT (V)
COLD WATER (CW)
HOT WATER (140° F) (HW)
CONDENSATE DRAIN
RAIN WATER LEADER OVERFLOW (OF)
RAIN WATER LEADER (RWL)
STORM DRAIN (SD)
ABC
ABOVE CEILING
CD CONDENSATE DRAIN
CW COLD WATER
HW HOT WATER
V VENT
SS SANITARY SEWER
POINT OF CONNECTION
BALL VALVE
PLUMBING GENERAL NOTES
1. PLANS ARE NOT FOR CONSTRUCTION UNTIL APPROVED BY THE AUTHORITY HAVING JURISDICTION. THE CONTRACTOR SHALL NOT ORDER ANY MATERIALS OR INSTALL ANY EQUIPMENT, PIPING, ETC. UNTIL PLANS ARE APPROVED BY THE AUTHORITY HAVING JURISDICTION.
2. ALL FIXTURES WHITE UNLESS OTHERWISE NOTED.
3. PROVIDE FLOW CONTROL DEVICES ON SINKS PER T-24, PART 5, CCR.
4. ALL FIXTURES SHALL BE PROVIDED WITH STOP VALVES. VALVES MAY BE IN SUPPLY PIPES OR INTEGRAL WITH SUPPLY FITTINGS.
5. CONTRACTOR SHALL COORDINATE ALL PLUMBING LINE LOCATIONS WITH OTHER TRADES.
6. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF FIXTURES AND MOUNTING HEIGHTS.
7. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND PAY ALL COSTS INVOLVED.
8. INSULATE HOT & COLD WATER SUPPLY PIPES, STOPS, P-TRAP AND DRAIN LINE AT EACH SINK WITH ANTI-MICROBIAL, SEAMLESS, VANDAL RESISTANT PROTECTIVE PIPE COVER "PROWRAP" OR EQUAL.
9. ALL PIPE PENETRATIONS THROUGH ROOF SHALL BE FLASHED SIMILAR TO VTR'S.
10. ALL SANITARY SEWER VENT PIPE PENETRATIONS THROUGH ROOF SHALL TERMINATE AT A MINIMUM DISTANCE OF 10' FROM ANY FRESH AIR INTAKE.
11. MINIMUM LOCAL CONNECTION SIZES SHALL BE MADE IN ACCORDANCE WITH THE 2022 CPC
12. ALL WATER PIPING SIZED IN ACCORDANCE WITH 2022 CPC, APPENDIX A.
13. COORDINATE ALL TRENCHING WITH CONTRACTOR.
14. CONTRACTOR SHALL VERIFY LOCATION AND ADEQUACY OF SIZE AND DEPTH OF EXISTING PLUMBING UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK OR ORDERING ANY MATERIALS.
15. PROVIDE MATERIALS IN ACCORDANCE WITH 2022 CALIFORNIA PLUMBING CODE AND STATE CODE REGULATIONS.
16. CONTRACTOR SHALL SAWCUT AND PATCH EXISTING SLAB FOR INSTALLATION OF THE PIPING SYSTEM.
17. ANY HORIZONTAL DRAINAGE PIPE SERVING SINKS SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL PER CPC 2022 707.4.
18. WHERE EXISTING FIXTURES ARE BEING REMOVED, THE CONTRACTOR SHALL INCLUDE THE REMOVAL OF ALL SUPPORT MECHANISMS SUCH AS CARRIERS, SUPPORT PLATES, PEDESTALS, ETC. AND SHALL PROVIDE
DEMOLITION OF WALLS, FLOOR AND CONCRETE CURBS AS NECESSARY WHERE NEW FIXTURES ARE TO BE INSTALLED. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF NEW CHAIR CARRIERS AND PEDESTAL SUPPORTS WITH THE NEW PLUMBING FIXTURE AND WITH ARCHITECTURAL AND STRUCTURAL.
BASIC PIPE MATERIAL TABLE
WATER SIZING
CLEAN OUT
WALLIMB ICE MAKER CONNECTION BOX, LEAD FREE 1/2" QUARTER TURN BALL VALVE.
RAB9000BIPS
CORPS
LEAD
FREE
---
HB ACORN HOSE BIBB (ROOF) W/ INTEGRAL VACUUM BREAKER. ROUGH BRONZEROOF8126-LF
S
HB
SS
FIXTURE
SINK
SERVICE SINK
HOSE BIBB
PLUMBING FIXTURE CONNECTION SCHEDULE
WASTE
SYMBOL
COLD WATER HOT WATER
BRANCH OUTLET VENT TRAP BRANCH OUTLET BRANCH OUTLET
2"
3" 3" 3" 3/4"
3/4"
1/2"
3/4"
1/2"
1/2" 1/2
3/4" 1/2"
1-1/2" 1-1/2" 1-1/2"
2"
1/2"
NOTES:
(1) TEMPERED OR HOT WATER ONLY WHERE INDICATED ON PLANS.
SLOAN LOW CONSUMPTION (0.125 GPF) MANUAL FLUSH
VALVE, SUPPLY AND STOP.
UR-1
ACCESSIBLE
---
(MANUAL)
SEMI-RED
BRASS
URINALSLOAN ROYAL
186-0.125VALVE
(MANUAL)
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A
E
E ALIFORNIA
C
FO
TATS
N
ICAL
HCEM
R.
N
S
NOR
FORP
DERETSI GER
SSIONAL ENG I NEER
AE
E
IT
HC
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
23.031
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SYMBOLS &
NOTES
LG
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
P001
ST1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
PLUBMING SHEET LIST
Sheet
Number Sheet Name
P001 SYMBOLS & NOTES
P101 BASEMENT FLOOR PLANS - PLUMBING
P102 LEVEL 01 FLOOR PLANS - PLUMBING
P103 ROOF PLANS - PLUMBING
P401 DETAILS
P402 DETAILS
P701 TITLE 24
# Date Revision
1 2
A
B
(E)IWH
(E)FD
(E)4" SS FROM ABOVE
(E)4"SS
(E)2" VR
(E)2" SS DN
(E)2" CW
(E)1-1/2" CW DN
(E)1-1/4" CWR TO 1ST FLOOR
(E)3/4" CW DN
(E)3/4" HW
(E)2" V
(E)2" V
1 2
(E)FD
(E)FD
(E)2" CW
(E)UR3
1 2
A
B
(E) OFFICE
B07
(E) ELECTRICAL
ROOM (NO
TENANT ACCESS)
B08
(E) STORAGE
B09
(E) I.T.
B06
(N) MECHANICAL
ROOM
B10
(N) JANITOR
B11
(E) ACCESSIBLE
TOILET
B03
(E) ENTRY LOBBY
B01
(E) OFFICE
B04
(E)IWH
KS-1
MS-1
3/4" CW
3/4" HW
2" SS
(E)FD
(E)FCO
1 2
3 4
WCO
5 IMB
(E)RWL
TMV
(E)FD
(E)FD
6 6
6 POC
1-1/2"V
8 9
10 IWH
3POC
POC
2" SS
3/4"CD 11
CO
FCO
7 BREAK
B05
FC-2
1-1/2"VR
12 13
UR-114
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A
E
E ALIFORNIA
C
FO
TATS
N
ICAL
HCEM
R.
N
S
NOR
FORP
DERETSI GER
SSIONAL ENG I NEER
AE
E
IT
HC
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
23.031
3/4/2024 2:35:56 PM
C:\Users\jmoberly\Documents\23.031 Winn Park TI M-P_r22_jmoberly.rvt 3/4/2024 2:35:56 PM
BASEMENT
FLOOR PLANS -
PLUMBING
LG
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
P101
ST1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
1/4" = 1'-0"1 BASEMENT FLOOR PLAN -PLUMBING DEMOLITION
1/4" = 1'-0"2 BASEMENT FLOOR PLAN -PLUMBING
KEYED NOTES:
MOUNT NEW IMB 12" ABOVE FLOOR FOR FUTURE CONNECTION TO REFRIDGERATOR INSIDE NEW METAL STUD WALL. PROVIDE 1/2" COLD WATER BRANCH LINE TO IMB.
SEE DETAIL 2/P401.
ROUTE 1-1/2" VENT LINE INSIDE EXISTING METAL STUD WALL TO CONNECT TO (E) 2" VENT. FIELD VERIFICATION OF EXACT LOCATION REQUIRED. SEE DETAIL 7/P401.
CONNECT (E)2" CW TO NEW 3/4" CW SUPPLY IN WALL.
CONNECT (E) 2" SS TO NEW 2" SS BELOW GRADE. CONTRACTOR TO FIELD VERIFY
INVERT OF EXISTING SANITARY WASTE BEFORE BEGINNING WORK AND NOTIFY
DESIGN TEAM IF CONNECTION TO EXISTING SANTIARY WASTE SYSTEM IS NOT POSSIBLE.
NEW KITCHEN SINK. CONNECT NEW 2" SS, 1-1/2" V, AND 3/4" HOT AND COLD WATER TO NEW SINK. VENT AND WATER LINES LOCATED IN NEW METAL STUD WALL, WASTE LOCATED BELOW GRADE. SEE DETAIL 7/P401.PROVIDE NEW PIPE AND FITTINGS AS NECESSARY TO INSTALL NEW SINK AT LOCATION SHOWN. PROVIDE TMV BELOW KITCHEN SINK. SEE DETAIL 5/P401.
EXISTING WATER LEADER AND FLOOR DRAINS TO REMAIN. NOTED FOR REFERENCE.
CONNECT COLD WATER TO NEW WATER HEATER BELOW KITCHEN SINK. SEE DETAIL 6/P401 FOR CONNECTION.
OFFSET 1-1/2" MOP SINK VENT LINE UP FROM UNDER (E) SLAB UP ALONG EXISTING CMU BLOCK WALL TO FIRST FLOOR ABOVE. SEE P102 FOR CONTINUATION.
COORDINATE CORING OF EXISTING SLAB WITH GENERAL CONTRACTOR. SEE DETAIL 1/P402.
3/4" COLD AND HOT WATER DROP TO MOP SINK FACUET, SECURED TO EXISTING CONCRETE WALL. COORDINATE CORING THROUGH EXISTING WALL WITH ARCHITECT AND STRUCTURAL ENGINEER. SEE DETAIL 1/P402.
ROUTE 1" COLD WATER LINE THROUGH EXISTING OPENING (TIGHT TO UPPER SECTION TO MAXIMIZE SPACE FOR DUCTING PER M101). OFFSET AND ROUTE IN NEW
METAL STUD WALL ON NORTH SIDE OF WALL DOWN TO WATER HEATER AND SINK SERVICE.
ROUTE 3/4" CONDENSATE PIPE FROM FAN COIL CONDENSATE PUMP TIGHT TO STRUCTURE ABOVE, TERMINATE AT MOP SINK 1" ABOVE FLOOD RIM AS SHOWN. SEE DETAIL 1/P401 AND 3/P401.
RUN 3/4" CONDENSATE THRU EXISTING CORE HOLES ABOVE THE DOOR. ROUTE TO EXISTING SUMP TIGHT TO CEILING AS SHOWN. SEE DETAIL 1/P401 AND 3/P401.
DROP 3/4" CONDENSATE TIGHT TO WALL. TERMINATE 1" ABOVE FLOOD RIM.
CONNECT NEW MANUAL FLUSH VALVE TO EXISTING URINAL.
1 SHEET NOTES:
1. ALL EXISTING EQUIPMENT, PIPE ROUTING, VAVLES, ETC., SHOWN ON PLANS ARE BASED
ON AVAILABLE EXISTING DRAWINGS AND LIMITED SITE SURVEYS, AND SHOWN FOR CLARITY ONLY.
2. SLOPE SANITARY WASTE, VENT AND CONDENSATE LINES AT 1/4" PER LINEAR FOOT.
3. ALL EXPOSED PIPING SHLL BE PAINTED TO MATCH SURFACE ON WHICH IT IS MOUNTED.
REFER TO ARCHITECTURAL SPECIFICATIONS.
N
2 3
4 DEMOLITION KEYED NOTES:
PREPARE (E)2" V, (E)2" CW FOR NEW CONNECTIONS TO 1-1/2" V, AND 1" CW FOR NEW FIXTURES ON OTHER SIDE OF WALL.
REMOVE SECTION OF (E)2" SANITARY SEWER AND PREPARE FOR NEW CONNECTION TO 2" SANITARY SEWER BELOW GRADE. COORDIANTE CORING PATH WITH GENERAL CONTRACTOR.
REMOVE EXISTING SENSOR FLUSH VALVE AND PREPARE FOR CONNECTION OF NEW MANUAL FLUSH VALVE. EXISTING URINAL TO REMAIN.
1 2
5 (E)RWL
6 7
8 9
10 11
12 13
3 14
# Date Revision
1 1
2 2
A A
B B
(E)IWH
(E)DF
(E)FD
(E)FCO
(E)3/4" CD
(E)CONDENSATE
PUMP
(E)CO
(E)TP
(E)FC-1
POD
1 23 (E)GAS METER
4 1 2
A A
B
GALLERY / EVENT
SPACE
014
(E) ACCESSIBLE
TOILET
012
(E) ENTRY LOBBY
011
OPEN OFFICE /
RECEPT.
018
(E) HALL
I019
(E) UTILITY
CLOSET
013
(E)FD
(E)FCO
(E)TP
(E)4"VTR
(E)IWH
POC
1 2
1-1/2" VTR
1-1/2"V (ABC)
3 RISE UP, TIGHT
TO CONCRETE
BEAMS
3/4"CW UP TO HB
POC
4 5 3/4"CW
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A
E
E ALIFORNIA
C
FO
TATS
N
ICAL
HCEM
R.
N
S
NOR
FORP
DERETSI GER
SSIONAL ENG I NEER
AE
E
IT
HC
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
23.031
3/4/2024 2:35:57 PM
C:\Users\jmoberly\Documents\23.031 Winn Park TI M-P_r22_jmoberly.rvt 3/4/2024 2:35:57 PM
LEVEL 01
FLOOR PLANS -
PLUMBING
LG
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
P102
ST1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
1/4" = 1'-0"1 LEVEL 01 FLOOR PLAN -PLUMBING DEMOLITION
1/4" = 1'-0"2 LEVEL 01 FLOOR PLAN -PLUMBING
DEMOLITION KEYED NOTES:
REMOVE EXISTING WASTE DROP TO BASEMENT ON EXISTING LAVATORY. PREPARE FOR RELOCATION OF DROP 6" WEST. COORDINATE CORING LOCATION WITH ARCHITECT AND STRUCTURAL ENGINEER OF RECORD.
COORDINATE REMOVAL OF EXISTING PG&E GAS METER AND UPSTREAM INCOMING EXISTING GAS SUPPLY LINE. REMOVE EXISTING GAS SUPPLY LINE TO 2FT BELOW GRADE TO MAKE WAY FOR NEW ROOF LADDER, FENCING AND WALKWAY.
COORDINATE WORK WITH PG&E.
EXISTING ~1FT LONG GAS STUB AND CAP AT EXISTING BUILDING EXTERIOR.
DEMOLISH GAS LINE BACK TO EXISTING WALL FACE, AND RE-CAP.
COORDINATE RETENTION OF EXISTING CONDENSATE LINE NEAR METAL STUD PER ARCHITECTURAL PLANS.
1 SHEET NOTES:
1. ALL EXISTING EQUIPMENT, PIPE ROUTING, VAVLES, ETC., SHOWN ON PLANS ARE BASED
ON AVAILABLE EXISTING DRAWINGS AND LIMITED SITE SURVEYS, AND SHOWN FOR CLARITY ONLY.
2. ALL EXPOSED PIPING SHLL BE PAINTED TO MATCH SURFACE ON WHICH IT IS MOUNTED.
REFER TO ARCHITECTURAL SPECIFICATIONS.
N
(E)1-1/4" CW FROM BELOW
(E)1" CW
(E)3/4" HW
(E)3/4" CW
1 KEYED NOTES:
NEW LOCATION LAVATORY WASTE DROP 6" WEST OF PREVIOUS LOCATION.
COORDINATE CORING LOCATION WITH ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. RECONNECT EXISTING CONDENSATE LINE FROM (E)FC-1 BEHIND FINISHED SURFACE. EXTEND AND RECONNECT TO EXISTING SANITARY VENT LINE. 1-1/2" VENT FROM BASEMENT BELOW INSIDE NEW METAL STUD WALL. SEE DETAIL 7/P-200.
3/4" CONDENDATE LINE FROM ROOFTOP HVAC UNIT DOWN THROUGH ROOF DECK, ROUTE TIGHT TO EXISTING STRUCTURE AND DOWN INSIDE EXISTING STUD WALL.
CONNECT TO MODIFIED WASTE LINE FROM LAVATORY BEHIND FINISHED SURFACES.
PROVIDE CLEANOUTS AT EVERY 135° BENDS PER 2022 CPC. SEE DETAIL 4/P401. 3/4" COLD WATER CONNECTION TO EXISTING COLD WATER RISER IN DUCT CHASE.
EXIT CHASE NEAR SUPPLY DUCT PER M102, IMMEDIATLY RISE UP TO BELOW EXISTING CONCRETE BEAM. ROUTE COLD WATER LINE TO ROOF AS NOTED TO HOSE BIBB.
SECURE COLD WATER LINE TIGHT TO STRUCTURE ABOVE PER DETAIL 3/P401. 2 3
2 3
4 4
5 # Date Revision
1 2
A A
B
(E)4" VTR
NO ROOFTOP PLUMBING DEMOLITION WORK -VIEW SHOWN FOR REFERENCE ONLY 1 2
A A
B
3/4" CD
(E)4" VTR
CO
KEEP 10' BETWEEN
NEW VENT AND
MECHANICAL
OUSTIDE AIR INTAKE
1-1/2" VTR 2
MECHANICAL FRESH AIR
10' - 0"
HB
3 7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A
E
E ALIFORNIA
C
FO
TATS
N
ICAL
HCEM
R.
N
S
NOR
FORP
DERETSI GER
SSIONAL ENG I NEER
AE
E
IT
HC
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
23.031
3/4/2024 2:35:58 PM
C:\Users\jmoberly\Documents\23.031 Winn Park TI M-P_r22_jmoberly.rvt 3/4/2024 2:35:58 PM
ROOF PLANS -
PLUMBING
LG
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
P103
ST1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
1/4" = 1'-0"1 ROOF PLAN -PLUMBING DEMOLITION 1/4" = 1'-0"2 ROOF PLAN -PLUMBING N
1 KEYED NOTES:
3/4" CONDENSATE LINE FROM HVAC UNIT DOWN THROUGH ROOF DECK. SEE [102 FOR CONTINUATION. FLASH ROOF PENETRATION SIMILAR TO VTR. SEE DETAIL 1/P401 FOR CONNECTION.
VENT THROUGH ROOF, SEE DETAIL 2/P401, TYPICAL.
3/4" COLD WATER BRANCH TO ROOF HOSE BIBB. SEE DETAIL 3/P402. 1 2
3 SHEET NOTES:
1. GENERAL CONTRACTOR TO SCAN AND VERIFY EXISTING REINFORCING IN ROOF DECK BEFORE MAKING NEW CORES IN EXISTING ROOF DECK. DO NOT CUT OR DAMAGE EXISTING REINFORCING.
# Date Revision
CONDENSATE P-TRAP TO FAN COIL DETAIL
PIPE SUPPORT AT CEILING
CONDENSATE PIPE SUPPORT ON ROOF
BELOW SINK/LAV
THERMOSTATIC MIXING VALVE
INSTANTANEOUS WATER HEATER DETAIL
ICE MAKER BOX DETAIL
PIPE ON/IN WALL SUPPORT DETAIL
C H
TOP VIEW ON METAL STUD WALL
SECURE 3/8" Ø BOLT TO STUD
WITH LOCKNUT AND WASHERS
FIRE RATED INTERIOR METAL
STUD WALL
SEAL AROUND ALL OPENINGS WITH
FIRE CAULK
UNISTRUT CUSH-CLAMP, SIZED PER
PLANS, TYP.
METAL STUD WALL
UNISTRUT CUSH-CLAMP, SIZED PER
PLANS, TYP.
PIPING WITH OR WITHOUT
INSULATON SPACER, TYP.
1-5/8"x1-5/8"x12GA"
FRAMING CHANNEL.
NOTES:
1. PROVIDE PIPE SUPPORT AT ALL CHANGES IN DIRECTION.
2. VERTICAL PIPE SUPPORT SHALL BE SPACED MAX. 4'-0" O.C.
PIPES BETWEEN STUDS
SECURE ANGLE TO METAL STUD
WITH (2)1/4" THRU BOLTS, EACH END.
SECURE STRUT TO 12 GA ANGLE
WITH (2) 3/8" BOLTS AND NUTS,
EACH SIDE.
PIPING WITH OR WITHOUT
INSULATON SPACER.
1-5/8"x1-5/8"x12GA" FRAMING
CHANNEL. SECURE TO A
MINIMUM OF (2) METAL STUDS
1 1
3"MIN.
CALCIUM SILICATE SHIELD
3/8" ALL THREAD ROD
B-LINE 3100 SERIES CLEVIS
HANGER
NOTES:
1. USE FELT LINED HANGER FOR COPPER PIPE.
2. SIZE & PROVIDE CALCIUM SILICATE SHIELDS TO FIT PIPE AND INSULATION THICKNESS.
SCALE: NONE
SCALE: NONE
SCALE: NONE4
5 SCALE: NONE
SCALE: NONE6
SCALE: NONE2
SCALE: NONE7
IEWH
3 CHANNEL NUT W/SPRING,
EA. SIDE OF PIPE STRAP
UNISTRUT P2558 SERIES SINGLE PIECE
PIPE STRAP
1-5/8" GALVANIZED STRUT CHANNEL,
LENGTH AS REQ'D 10'-0" O.C. MAX.
AND 2'-0" MAX. FROM CORNER &
ENDS MIN. 18" LONG.
DURA-BLOCK RUBBER BASE WITH (2)
1/2" ALL THREAD ROD RISERS & 14 GA
GALV.
ROOFING WALKWAY PAD
FINISHED ROOF
MIXING FAUCET
12" MIN.
3/8" DIAMETER BOLT & WASHER
LENGTH TO SUIT, EA. SIDE OF
PIPE STRAP
12"MAX, IF GREATER THAN 12",
PROVIDE SEISMIC BRACING AS SHOWN.
(E)CONCRETE BEAM
L3x3x12GAx0'-4" WITH 3/8"Ø HILTI KB-TZ2
WITH MIN 3" EMBED INTO
(E)BEAM TYP TO EACH END. (E)CONCRETE DECK
1-5/8"x1-5/8"
12GA STRUT
AT DRAIN PAN
A
B
X = STATIC PRESSURE IN AHU
A = 2" PLUS X
B = X
DRAIN LINE SHALL BE AT LEAST THE
SAME SIZE AS THE NIPPLE ON THE
DRAIN PAN
END OF LINE CLEANOUT. SEE PLANS
FOR LOCATIONS
HEAT PUMP UNIT
SINK
COLD WATER SUPPLY AND STOP
HOT WATER SUPPLY AND STOP
MOUNTING BRACKET
THERMOSTATIC MIXING VALVE, MOUNT
UNDER LAVATORY AS HIGH AS POSSIBLE
FAUCET
STOP
CW SUPPLYUNION, TYP.
, SEE SCHEDULE
COUNTER
SINK
SECURE TO WALL
PER WATER HEATER
MANUFACTURER'S
REQUIREMENTS
BALL VALVE
HOT WATER TO SINK
WITH TMV PER 5/P401
THREADED 1/2"CONNECTION
WITH 1/4"OUTLET WITH
SHUT-OFF VALVE. ROUTE TO
ICE MACHINE, COFFEE
BREWERS, SODA MACHINE &
GLASS FILLER.
MOUNT ICE MAKER BOX 24"
ABOVE FINISHED FLOOR
1/2" DOMESTIC
COLD WATER
1/4" PER FOOT SLOPE DOWNWARDS
FROM UNIT
ROUTE DOWN THRU EXISTING
ROOF TO EXISTING SANITARY
SEWER LAVATORY.
ROUTE TO
MOPSINK
12GA SPLY WIRE BRACING WITH (3)TIGHT
ATTACH TO L2x2x12GAx0'-4" WITH 3/8"Ø HILTI
KB-TZ2 WITH MIN 3" EMBED INTO (E)BEAM.
MAX WEIGHT = 13.5 LB/L.F.
1/2"Ø BOLT AND
CHANNEL NUT, TYP
12GA SPLY WIRE BRACING WITH (3)TIGHT TURNS ATTACH
TO 12GA BENT PLATE INTO STRUT WITH MACHINE
BOLT WITH NUT AND WASHER.
1 3
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A
E
E ALIFORNIA
C
FO
TATS
N
ICAL
HCEM
R.
N
S
NOR
FORP
DERETSI GER
SSIONAL ENG I NEER
AE
E
IT
HC
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
23.031
3/4/2024 2:35:58 PM
C:\Users\jmoberly\Documents\23.031 Winn Park TI M-P_r22_jmoberly.rvt 3/4/2024 2:35:58 PM
DETAILS
Author
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
P401
Checker
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
# Date Revision
PIPE ON CONCRETE WALL SUPPORT DETAIL
VENT THRU ROOF DETAIL
ROOFTOP HOSE BIBB MOUNTING
6"TYP3"TYP
(E)CONCRETE WALL
1-1/2"
SEAL AROUND ALL OPENINGS WITH
FIRE CAULK
UNISTRUT CUSH-CLAMP, SIZED PER
PLANS, TYP.
PIPING WITH OR WITHOUT
INSULATON SPACER. (4) 3"Ø LINES
MAXIMUM, TYP.
SECURE STRAP FOLDED END TO
STRUT WITH 1/2"Ø BOLT &
CHANNEL NUT AT TOP & BOTTOM
CONCRETE DECK
CONCRETE SLAB
SECURE 1-5/8"x1-5/8"x12 GA. STRUT
VERTICALLY TO CONCRETE WALL
WITH (3) 3/8"Ø HILTI KB T2
EXPANSION ANCHORS WITH
MINIMUM 3" EMBEDMENT AT 8'-0"
MAX.
SCALE: NONE1
SCALE: NONE
SCALE: NONE3
NOTES:
GENERAL CONTRACTOR TO SCAN EXISTING SLAB TO DETERMINE THE
SPACING OF EXISTING REINFORCEMENT BEFORE MAKING ANY NEW
PENETRATION, CARE SHALL BE TAKEN TO NOT DAMAGE OR CUT
EXISTING REINFORCEMENT.
NOTES:
1. GENERAL CONTRACTOR TO SCAN EXISTING SLAB TO DETERMINE
THE SPACING OF EXISTING REINFORCEMENT BEFORE MAKING ANY
NEW PENETRATION, CARE SHALL BE TAKEN TO NOT DAMAGE OR
CUT EXISTING REINFORCEMENT.
2. DO NOT CUT PREFABRICATED BOOT. IT MUST BE PULLED OVER VENT PIPE.
HOSE BIBB W/ VACUUM BREAKER
VOLCOME WEATHER SEAL
STAINLESS STEEL HOSE CLAMP
FILL ANNULAR SPACE WITH FOAM
PIPE BOOT
1-5/8" UNISTRUT PIPE SUPPORT
3/4" COPPER PIPE OR
RED BRASS PIPE
1-1/4" SCH 80, PVC SLEEVE
RIGID ROOFING INSULATION
PIPE CLAMP
9"
VENT STACK
STAINLESS STEEL CLAMP
TPA ONE PIECE BOOT
HEAT WELDED LAP
TPA MEMBRANE SHEET
ROOF INSULATION
0.157"Øx1" HILTI
X-U SHOT PINS, TYP.
2 7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A
E
E ALIFORNIA
C
FO
TATS
N
ICAL
HCEM
R.
N
S
NOR
FORP
DERETSI GER
SSIONAL ENG I NEER
AE
E
IT
HC
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
23.031
3/4/2024 2:35:58 PM
C:\Users\jmoberly\Documents\23.031 Winn Park TI M-P_r22_jmoberly.rvt 3/4/2024 2:35:58 PM
DETAILS
Author
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
P402
Checker
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
# Date Revision
7750 College Town Dr, Ste. 101
Sacramento, CA 95817
Tel (916) 447-2841
www.peterseng.com
Job no.
consulting mechanical and electrical engineers
PETERSengineering
M31176
EXP. 12/31/25
A
E
E ALIFORNIA
C
FO
TATS
N
ICAL
HCEM
R.
N
S
NOR
FORP
DERETSI GER
SSIONAL ENG I NEER
AE
E
IT
HC
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
23.031
3/4/2024 2:35:58 PM
C:\Users\jmoberly\Documents\23.031 Winn Park TI M-P_r22_jmoberly.rvt 3/4/2024 2:35:58 PM
TITLE 24
Author
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
P701
Checker
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
# Date Revision
ABBREVIATIONS
INT.
LT.
KW
INTERIOR
JUNCTION
INCANDESCENT
JUNCTION BOX
LIGHTING
ONE THOUSAND WATTS
ONE THOUSAND VOLT-AMPS
MAXIMUM
MOUNTED
MINIMUM
MECHANICAL
MANUFACTURER
MISCELLANEOUS
MOUNTING
NUMBER
NEUTRAL
NOT TO SCALE
NOT IN CONTRACT
NORMALLY CLOSED
NORMALLY OPEN
PLYWOOD
ON CENTER
REFERENCE
REINFORCED
QUANTITY
ROOF EXHAUST FAN
OWNER FURNISHED CONTRACTOR INSTALLED
OWNER FURNISHED OWNER INSTALLED
SIMILAR
SQUARE
SPECIFICATION
STAINLESS STEEL
STANDARD
SINGLE POLE DOUBLE THROW
SINGLE POLE SINGLE THROW
RUNNING LOAD AMPERES
REQUIRED
SWITCH
SUSPENDED
SYMMETRICAL
TELEVISION
TELEPHONE
SWITCHBOARD
TRANSFORMER
VERTICAL
UNDERGROUND
TYPICAL
UNLESS OTHERWISE NOTED
UNDERWRITERS LABORATORIES
VOLTS ALTERNATING CURRENT
WITHOUT
WEIGHT
VESTIBULE
CALIFORNIA ELECTRICAL CODE
CEILING EXHAUST FAN
DIRECT CURRENT
CURRENT TRANSFORMER
FULL CAPACITY ABOVE NEUTRAL
ELECTRIC METALLIC TUBING
ELECTRIC WATER COOLER
FOOT OR FEET
FULL LOAD AMPERES
FULL CAPACITY BELOW NEUTRAL
HIGH PRESSURE SODIUM
HIGH INTENSITY DISCHARGE
GYPSUM BOARD
FCAN
FCBN
GALV.
GYP. BD
FLUOR.
HGT./HT.
HORIZ.
H.I.D.
HPS
HP
GYP.
GA.
GND.
GRD.
FLA
FT.
FIN.
FIXT.
HORSE POWER
HORIZONTAL
FINISH
FIXTURE
FLUORESCENT
GYPSUM
GRADE
GROUND
GALVANIZED
GAUGE
HEIGHT
BLDG.
BRKR.
C.E.C.
CONC.
DISC.
ELEC.
EMER.
E.W.C.
EQUIP.
EXIST. & (E)
ENCL.
DC
(ER)
F.A.
EMT
DWG.
EA.
DIM.
DIA.
C.T.
CU
CTR.
DBL.
CKT.
CLG.
CEF
BD.
CAB.
DISCONNECT
DIMENSION
DIAMETER
EACH
EMERGENCY
ELECTRICAL
DRAWING
FIRE ALARM
EXISTING TO RELOCATE
EXISTING
EQUIPMENT
ENCLOSURE
BUILDING
BOARD
CIRCUIT
BREAKER
CEILING
CABINET
COPPER
CENTER
CONCRETE
DOUBLE
U.O.N.
VERT.
VAC
VEST.
W/O
W
WT.
V
SYM.
SWBD.
TEL.
T.V.
TRANSF.
TYP.
U.G.
U.L.
SW.
VOLTS
WATTS
SPEC.
SPDT
SPST
STL.
STD.
S.S.
SUSP.
SQ.
REINF.
RLA
SIM.
SHT.
REQ'D
RM.
STEEL
ROOM
SHEET
O.F.C.I.
O.F.O.I.
PLYWD.
QUANT.
REF.
REF
PR.
N.C.
N.T.S.
N.I.C.
N.C.
NEUT.
NO. OR #
O.C.
(N)
PAIR
NEW
POUND OR NUMBER
ALTERNATING CURRENT
TWO POLE, THREE POLE ETC.
ARCHITECTURAL
AMERICAN WIRE GAUGE
ALUM.,
ARCH.
AUTO
AMPS & A
2P,3P,ETC.
APPROX.
±
AWG
AC
%
CL.
#
@
&
W/
PH
DEG.
PLUS/MINUS
WITH
PER CENT
PHASE
DEGREE
AT
AMPERES
ALUMINUM
CENTERLINE
AND
AUTOMATIC
APPROXIMATE
& AL
LTG.
MECH.
MFR.
MAX.
M
TD.
MTG
MISC.
MIN.
J-BOX
JCT.
INCAND.
KVA
LIGHT
RELOCATED(R)
GENERAL NOTES
THE CONTRACTOR SHALL VISIT JOB SITE AND VERIFY
CONDITIONS BEFORE BIDDING.
THE FACILITY SHALL REMAIN IN OPERATION DURING ALL
PHASES OF WORK. WHERE SYSTEM SHUTDOWNS AND POWER
OUTAGES ARE UNAVOIDABLE, SUCH WORK SHALL BE
SCHEDULED WITH THE FACILITY MANAGER AND SHALL OCCUR
AT SUCH TIMES AS TO CAUSE THE LEAST DISRUPTION OF
NORMAL FACILITY FUNCTIONS. INCLUDE ALL PREMIUM LABOR IN
BID PROPOSAL TO COVER WORK REQUIRED TO BE PERFORMED
BEFORE OF AFTER "NORMAL" WORKING HOURS.
COORDINATE SEQUENCE OF WORK WITH OWNER. MAKE ALL
NECESSARY CONNECTIONS AS REQUIRED TO MAINTAIN POWER
DURING THE STAGES OF WORK.
EXISTING DEVICES SHOWN WERE TAKEN FROM EXISTING
DRAWINGS (NOT "AS-BUILT" DRAWINGS) AND LIMITED SITE
SURVEYS AND MAY NOT BE EXACTLY AS SHOWN. CONTRACTOR
SHALL VISIT JOB SITE AND VERIFY CONDITIONS PRIOR TO
BIDDING.
REFER TO THOSE DRAWINGS SHOWING OTHER WORK, AND
COORDINATE PLACEMENT OF WORK WITH THAT OF OTHER
TRADES. REPORT ANY CONFLICT TO ARCHITECT PRIOR TO
INSTALLING WORK, ADJUST WORK AS DIRECTED BY ARCHITECT.
EXISTING DEVICES SHOWN WITH INCOMPLETE, OR WITHOUT
BRANCH CIRCUITRY WERE INSTALLED AN/OR ALTERED BY
OWNER. CONTRACTOR SHALL RELOCATE EXISTING BRANCH
CIRCUITRY AND MAKE ALL NECESSARY RECONNECTIONS AS
REQUIRED TO FACILITATE REMODEL. VERIFY ALL WORK
REQUIRED ON THE JOB AND RECORD ON RECORD DRAWINGS.
CORE AND DRILL EXISTING WALLS AND FLOORS AS REQUIRED
TO FACILITATE CONDUIT INSTALLATION. SEAL ALL
PENETRATIONS WATER AND SMOKE TIGHT AND IN
CONFORMANCE WITH CBC SECTION 713.1 AND CEC 300.21. FIRE
STOP MATERIAL SHALL BE A TESTED ASSEMBLY APPROVED BY
THE OSHPD FIRE MARSHAL. NO REBAR SHALL BE CUT DURING
CORE DRILL OPERATION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
NEW FIRE STOPPING OF ALL NEW OR EXISTING CONDUIT OR
CABLE PENETRATIONS IN NEW OR EXISTING FIRE RATED WALLS
WITHIN THE LIMITS OF WORK.
REMOVE AND REINSTALL EXISTING LIGHT FIXTURES AS
REQUIRED TO FACILITATE INSTALLATION OF WORK OF OTHER
TRADES UNDER THIS PROJECT. VERIFY ALL WORK REQUIRED
ON THE JOB.
ALL EQUIPMENT INSTALLED OR CONNECTED BY THE
CONTRACTOR SHALL BE LABELED OR CERTIFIED FOR ITS USE
BY A NATIONALLY RECOGNIZED TESTING LABORATORY.
EMERGENCY SYSTEM WIRING SHALL BE KEPT ENTIRELY
INDEPENDENT OF ALL OTHER WIRING. WIRING SHALL NOT
ENTER THE SAME RACEWAY, BOX OR CABINET WITH OTHER
WIRING PER CEC 517.30(C). PROVIDE PERMANENT SEPARATION
BARRIER OR SEPARATE TERMINAL BOX AS REQUIRE PER CEC
314.28(D).
NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO THE
ELECTRICAL EQUIPMENT OR ARCHITECTURAL APPURTENANCES
SHALL BE IN THE DEDICATED SPACE FOR SWITCHBOARD(S),
PANELBOARD(S), AND/OR MOTOR CONTROL CENTER(S) PER CEC
110.26(F).
UNLESS OTHERWISE INDICATED, ALL 20 AMP 120 OR 277 VOLT
BRANCH CIRCUITS SHALL HAVE DEDICATED NEUTRALS, DO NOT
SHARE NEUTRALS.
SYMBOL DESCRIPTION
STANDARD ELECTRICAL SYMBOLS
SUSPENDED STRIP LIGHT LUMINAIRE.
RECESSED CEILING MOUNTED LINEAR LUMINAIRE.
RECESSED CEILING MOUNTED DIRECT/INDIRECT LUMINAIRE.
EXTERIOR FLOOD LUMINAIRE.
B
LUMINAIRE TAG, LETTER INDICATES TYPE, SEE LUMINAIRE SCHEDULE.
OS
CENTER OF BOX, DUAL TECHNOLOGY OCCUPANCY SENSOR AND ON/OFF SWITCH.
AUTOMATIC "ON" SINGLE LEVEL, WALL MOUNTED +44" ABOVE FINISHED FLOOR TO S LOW VOLTAGE MOMENTARY OVERRIDE SWITCH, MOUNTED +44" ABOVE FINISHED FLOOR TO CENTER OF BOX.
X
NON FUSED DISCONNECT SWITCH. NUMBER ADJACENT INDICATES AMPERE RATING OF SWITCH.
X
FUSED DISCONNECT SWITCH WITH FUSETRON FUSES, SIZE TO SUIT EQUIPMENT NAME PLATE RATING. NUMBER ADJACENT INDICATES AMPERE RATING OF SWITCH.
X
THERMAL MAGNETIC CIRCUIT BREAKER DISCONNECT. NUMBER ADJACENT INDICATES AMPERE RATING OF SWITCH.
CONTROL AND/OR EQUIPMENT, N.I.E.S., INSTALL AND CONNECT AS REQUIRED.
MS
INSTALL & CONNECT AS REQUIRED.
MOTOR STARTER WITH BUILT IN OVERLOAD PROTECTION FURNISHED BY MECH. TRADE, MOTOR, N.I.E.S., CONNECT AS REQUIRED.
FSD
N.I.E.S., CONNECT AS REQUIRED.
FIRE/SMOKE DAMPER WITH DISCONNECT SWITCH THAT HAS AN INTERNAL PILOT LIGHT,
EQUIPMENT DESIGNATION
DISTRIBUTION PANEL/MOTOR CONTROL CENTER.
BRANCH CIRCUIT PANELBOARD, SURFACE MOUNTED.
TERMINAL CABINET, SURFACE MOUNTED, SIZE AND TYPE AS INDICATED.
GROUND BUS BAR.
20 AMP 125V 3W DUPLEX CONVENIENCE RECEPTACLE, MOUNTED +18" ABOVE FINISHED FLOOR TO CENTER OF BOX.
20 AMP 125V 3W DOUBLE DUPLEX CONVENIENCE RECEPTACLE, MOUNTED +18" ABOVE FINISHED FLOOR TO CENTER OF BOX.
FLOOR TO CENTER OF BOX WITH GROUND FAULT INTERRUPTER.
20 AMP 125V 3W DUPLEX CONVENIENCE RECEPTACLE, MOUNTED +18" ABOVE FINISHED SPECIALTY RECEPTACLE, MOUNTED +18" ABOVE FINISHED FLOOR TO CENTER OF BOX. SEE PLANS FOR RECEPTACLE TYPE.
J JUNCTION BOX, SIZE AND TYPE AS INDICATED OR REQUIRED.
DATA OUTLET, 4 11/16" SQUARE X 2 1/8" DEEP BOX WITH 1 GANG DEVICE RING INTO ACCESSIBLE CEILING SPACE WITH A 4" RADIUS BEND. TERMINATE WITH AND PLATE. MOUNTED 18" ABOVE FINISHED FLOOR TO CENTER OF BOX. STUB 1.25"C 6" INSULATING BUSHING.
TELEPHONE TERMINAL BACKBOARD, 4'x8'x3/4" PLYWOOD WITH 1/2"C - 1 #6 'G' TO GROUND BAR.
WAP WIRELESS ACCESS POINT, SURFACE MOUNTED.
EXISTING.(E)
NEW.(N)
DEMOLISH.(D)
RELOCATE.(R)
EXISTING RELOCATED IN LOCATION SHOWN.(ER)
NUMBERED NOTE.XX
RACEWAY INSTALLED IN CEILING OR WALL. ROUTE EXPOSED IN ALL UNFINISHED AREAS.
RACEWAY INSTALLED BELOW FINISHED FLOOR OR GRADE.
x x EXISTING CONDUIT RUN TO BE ABANDONED. CONDUIT ABOVE THE FLOOR AND BELOW THE STRUCTURE ABOVE SHALL BE REMOVED.
EXISTING CONDUIT RUN, VERIFY ROUTING ON THE JOB.
ARROW AT END OF RACEWAY INDICATES HOME RUN TO RESPECTIVE PANELBOARD OR SWITCHBOARD.
BRANCH CIRCUIT WITHOUT FURTHER DESIGNATION INDICATES A 2 #12 AWG CIRCUIT WITH 1 #12 AWG GROUND.
STRAIGHT CROSS-LINES IN BRANCH CIRCUIT RACEWAY INDICATE NUMBER OF #12 AWG WIRES IN A CIRCUIT. SHORT LINES INDICATE UNGROUNDED CONDUCTORS. LONG LINES INDICATE NEUTRAL CONDUCTORS. WIRES SHOWN ARE IN ADDITION TO 1 #12 AWG GROUNDING CONDUCTOR.
BRANCH CIRCUIT WITH GROUNDING WIRE LARGER THAN #12 AWG. NUMBER ADJACENT TO CURVED CROSS-LINE INDICATES WIRE SIZE.
#10
BRANCH CIRCUIT RACEWAY WITH WIRE OTHER THAN #12 AWG. NUMBER ADJACENT TO STRAIGHT OR CURVED CROSS-LINES INDICATES WIRE SIZE. UNGROUNDED AND NEUTRAL CONDUCTORS SHALL BE THE SAME SIZE UNLESS OTHERWISE NOTED. #10
CONDUIT RACEWAY SLEEVE.
INDICATES RACEWAY TURNING UP.
INDICATES RACEWAY TURNING DOWN.
INDICATES RACEWAY STUB. TERMINATE WITH BUSHING OR CAP IF UNDERGROUND.
OS
PROVIDE WITH 4" SQUARE X 1 7/8" DEEP JUNCTION BOX.
AUTOMATIC "ON", CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR.
D
CENTER OF BOX.
DIGITAL DIMMING & ON/OFF SWITCH. WALL MOUNTED +44" ABOVE FINISHED FLOOR TO OD
ABOVE FINISHED FLOOR TO CENTER OF BOX.
DIGITAL DIMMING, OCCUPANCY SENSING, & ON/OFF SWITCH. WALL MOUNTED +44" 20 AMP 125V 3W DUPLEX FLOOR RECEPTACLE (LEGRAND WIREMOLD 881CRTTCBK OR EQUIVALENT).
DEMOLITION NOTES
1. 2.
3. 4.
5. 6.
7. 8.
DEMOLITION DRAWINGS ARE BASED ON CASUAL FIELD
OBSERVATION AND EXISTING RECORD DOCUMENTS. REPORT
DISCREPANCIES TO ARCHITECT BEFORE DISTURBING EXISTING
INSTALLATION.
DISCONNECT ELECTRICAL SYSTEMS IN WALLS, FLOORS AND
CEILINGS SCHEDULED FOR REMOVAL.
PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN
EXISTING SYSTEMS IN SERVICE DURING CONSTRUCTION.
REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO
ACCOMMODATE NEW CONSTRUCTION.
REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING DEMOLITION AND EXTENSION WORK. ANY FIRE RESISTANCE RATED REMOVE EXPOSED ABANDONED WIRE AND CABLE. PATCH SURFACES WHERE REMOVED CABLES PASS THROUGH BUILDING FINISHES.
DISCONNECT ABANDONED CIRCUITS, OUTLETS AND REMOVE
CIRCUIT, DEVICES, WIRE AND CABLE. REMOVE ABANDONED BOXES,
OUTLETS IF RACEWAY, WIRE AND CABLE SERVICING THEM IS
ABANDONED AND REMOVED. PROVIDE BLANK COVER FOR
ABANDONED BOXES WHICH ARE NOT REMOVED.
ENSURE ACCESS TO EXISTING BOXES, WIRING CONNECTIONS AND
OTHER INSTALLATIONS WHICH ARE TO REMAIN ACTIVE AND WHICH REQUIRE ACCESS. MODIFY INSTALLATION OR PROVIDE ACCESS
PANEL AS APPROPRIATE.
CONSTRUCTION DAMAGED DURING THE SCOPE OF WORK SHALL BE
REPAIRED TO MATCH THE EXISTING RATED CONDITION PER 2010 CFC SECTION 703.1.
AD2023-R152.00
AD,MG
www.ecomeng.com
1455 RESPONSE Road, Suite 140Sacramento, CA. 95815916.641.5600916.641.1640 fax PM.JOB NO.
DESIGNERS
9/30/2025
BENJAMIN
SCHLENKER
REGIS
ERED PROFESSIONAL ENGINEER
T
AINROFILACFOETATS
ELECTRICAL
Exp.
No. E 021982
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
11/29/2023 12:30:05 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ELEC-23016-Winn Park TI -22.rvt
SYBMOLS LIST
& GENERAL
NOTES
ECOM
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
E000
AD 1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
SHEET INDEX
S
HEET
NU
MBER SHEET NAME
E000 SYBMOLS LIST & GENERAL NOTES
E001 SCHEDULES
E002 TITLE 24
E200 OVERALL BASEMENT PLAN - ELECTRICAL
E201 OVERALL LEVEL 01 PLAN - ELECTRICAL
E202 OVERALL ROOF PLAN - ELECTRICAL
E300 OVERALL BASEMENT RCP PLAN - LIGHTING
E301 OVERALL LEVEL 01 PLAN - LIGHTING
E500 ONE LINE DIAGRAM
E501 TELECOM RISER DIAGRAM
E600 PANEL SCHEDULES
E700 DETAILS
E701 DETAILS
E702 DETAILS
# Date Revision
NOTES
DIGITAL LIGHTING CONTROL SEQUENCE
S
PACE TYPE
OCCUPANCY SENSOR WALL SWITCH DAYLIGHT SENSOR
VACANCY MODE
(MANUAL ON)
OCCUPANCY
MODE (AUTO ON)
SENSOR TIME
OUT PERIOD (IN
MINUTES)
HIGH/LOW
OPERATION:
OCCUPIED: 100%
VACANT: 50%
ON/OFF ONLY
DIMMER SWITCH
KEY SWITCH
SCENE SWITCH
INDOOR - ON/OFF
ONLY
INDOOR - LIGHT
LEVEL MAINTIED
AT (IN FOOT
CANDLES @ 1'-6"
A.F.F.)
EXTERIOR
PHOTOCELL -
ON/OFF
DEMAND
RESPONSE
OFFICES X 15 X X
OPEN OFFICE AREAS X 20 X X X
CORRIDOR X 20 X X X
BREAK ROOM X 15 X X
RESTROOM X 15 X X
LOBBY X 20 X X X
TELECOM & UTILITY RM X
STORAGE & SHOP AREAS X 20 X X X
1. COORDINATE SCHEDULE ''ON' AND SCHEDULE 'OFF' TIME C LOCK CONTROLS FOR HI/LOW OPERATION WITH TENANT.
MECHANICAL EQUIPMENT SCHEDULE
57.29 KVAEQUIPMENTITEM HP
__ 69.0ROOF TOP UNIT 1RTU
1 480V/3PH
VOLTAGE QUANTITY FLA REMARKS
__
-__FAN COIL UNIT 1FC
2 208V/1PH UNIT IS POWERED FROM THE OUTDOOR UNIT
2.29HEAT PUMP 1HP
2 208V/1PH ____ 11.0
0.37INTERIOR EXHAUST FAN 11 120V/1PH ____ 3.08IEF
15.6INSTANTANEOUS WATER HEATER 13 208V/1PH ____ 75.0IWH -
-FAN COIL UNITFC
3 208V/1PH UNIT IS POWERED FROM THE OUTDOOR UNIT
HEAT PUMPHP 208V/1PH ____
-
3 1
1 11.0 2.29
AD2023-R152.00
AD,MG
www.ecomeng.com
1455 RESPONSE Road, Suite 140Sacramento, CA. 95815916.641.5600916.641.1640 fax PM.JOB NO.
DESIGNERS
9/30/2025
BENJAMIN
SCHLENKER
REGIS
ERED PROFESSIONAL ENGINEER
T
AINROFILACFOETATS
ELECTRICAL
Exp.
No. E 021982
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
11/29/2023 12:30:05 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ELEC-23016-Winn Park TI -22.rvt
SCHEDULES
ECOM
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
E001
AD 1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
LUMINAIRE SCHEDULE
T
YPE
MA
RK MANUFACTURER MODEL DESCRIPTION MOUNTING LAMP VOLTS WATTS REMARKS
A FINELITE HPR LED
F-2X4-B-830-120-SC-FC-10%-96L
G
DIRECT/INDIRECT 2x4
TROFFER LIGHT FIXTURE
CEILING LED 120 35
AE FINELITE HPR LED
F-2X4-B-830-120-SC-FC-10%-96L
G-LGD18W
DIRECT/INDIRECT 2x4
TROFFER LIGHT FIXTURE
CEILING LED 120 35
B1 LITHONIA CSS-L48-4000LM-MVOLT-40K-80
CRI
4' STRIP LIGHT FIXTURE CEILING LED 120 35
B1.1 LITHONIA CSS-L48-4000LM-MVOLT-40K-80
CRI
4' STRIP LIGHT FIXTURE CEILING LED 120 35
C KENALL WCU-2-0-1-1-25L35K-IS-1-120-1-
1 2' SURFACE MOUNT LIGHT
FIXTURE
CEILING LED 120 40
D BERMUDA 20030LEDDMGLP-BRZ/RFR EXTERIOR FIXTURE WALL
MOUNTED
LED 120 20
E LITHONIA EU2C EMERGENCY BUGEYE
LIGHT FIXTURE
WALL LED 120 2 CONNECT TO UNSWITCHED 120V HOT FOR BATTERY BACKUP.
L APERION A4171Z-1-1-CAB-2-E09 ELEVATOR DOWNLIGHT RECESSED LED 120 20 M DENALI LED DE-LED-TR-X127-FL-BLP-9-A010-
120
EXTERIOR FLOOD LIGHT
FIXTURE
GROUND LED 120 21
RE FINELIGHT HP-4-R-D-6-S-930-F-96LG-120-S
C-FC-1%-VF-FE-FB-LGD10W-OB
O
4' RECESSED LINEAR LIGHT
FIXTURE
CEILING LED 120 60 CONNECT TO UNSWITCHED 120V HOT. FURNISH WITH 90 MIN BATTERY BACKUP AND OCCUPANCY SENSOR.
S1 LITHONA CSS-L24 4' STRIP LIGHT FIXTURE SURFACE LED 120 20 T BRUCK 350441-20LM-30K-90-38-48-10V-
BK-SMT
TRACK LIGHT FIXTURE SUSPENDE
D
LED 21 96 SEE PLANS FOR QUANTITY OF LIGHTHEADS PER FIXTURE. FURNISH WITH SURFACE/PENDANT SMARTTRACK & 96W REMOTE POWER SUPPLY.
X LITHONIA LRP-W-1-RW-120-EL-N EXIT LIGHT FIXTURE CEILING LED 120 2 SINGLE SIDED EXIT SIGN. FURNISH WITH 90 MIN BATTERY BACKUP. CONNECT TO UNSWITCHED 120V HOT.
X2 LITHONIA LRP-W-2-RW-120-EL-N EXIT LIGHT FIXTURE CEILING LED 120 2 DOUBLE SIDED EXIT SIGN. FURNISH WITH 90 MIN BATTERY BACKUP. CONNECT TO UNSWITCHED HOT.
# Date Revision
AD2023-R152.00
AD,MG
www.ecomeng.com
1455 RESPONSE Road, Suite 140Sacramento, CA. 95815916.641.5600916.641.1640 fax PM.JOB NO.
DESIGNERS
9/30/2025
BENJAMIN
SCHLENKER
REGIS
ERED PROFESSIONAL ENGINEER
T
AINROFILACFOETATS
ELECTRICAL
Exp.
No. E 021982
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
11/29/2023 12:30:15 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ELEC-23016-Winn Park TI -22.rvt TITLE 24
Author
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
E002
AD 1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
# Date Revision
FSD
J
FSD
J
J
J
J
CG CG
CG
CG
CG CG
CG
CGCG
J
CR
CR
CR
J
1 1
2 2
A
B
(E)
ELECTRICAL
ROOM (NO
TENANT
ACCESS)
B08
(E) OFFICE
B07
(E)
STORAGE
B09
(E) I.T.
B06
(N)
MECHANICAL
ROOM
B10
(E) OFFICE
B04
(E) ENTRY
LOBBY
B01
(E)
ACCESSIBLE
TOILET
B03
BREAK
B05
(N)
JANITOR
B11
L2-20
(E) PANEL 'L2' (1)
(E)
(R)
L1A-3L2-1
(E) MAIN DISCONNECT '400 A'
(E) CABINET 'CT'
(E) SMUD METER
L2-11
L2-9
L1-13 L1-13
L2-2
1 2
4L2-4
5 8
8 L1A-5,7
9 9
9 9
15 10
L2-14,16
9 9
1 1
2 2
A
B
(E) PANEL 'L2' (1)
(E) OFFICE
B04
(E) ENTRY
LOBBY
B01
(E)
ACCESSIBLE
TOILET
B03
BREAK
B05
(E) I.T.
B06
(E) OFFICE
B07
(E)
ELECTRICAL
ROOM (NO
TENANT
ACCESS)
B08
(E)
STORAGE
B09
(N)
MECHANICAL
ROOM
B10
(N)
JANITOR
B11
L1A-3L2-1
L2-4 (E)
L2-5
L2-10
L2-10
(R)
L2-9 (E)
L2-11 (E)
(E) MAIN DISCONNECT '400 A'
(E) CABINET 'CT'
(E) SMUD METER
14 (E)
(E)
L2-2
(E)
1 2
4 3
5 9
L2-2
(E)
6 7
7 L1A-5,7
(E)
9 9
9 9
9 FC
2 L2-6
(E)
L2-14,16
1213
+44"+44"
L2-6
L2-6
L2-6
15 10
IWH
3 9
IEF
1 L2-17
STORAGE
B05B
16 (E)
L1A-4
L1A-4
L1A-4
L1A-4
17 L1A-6 17
L1A-6
L1A-6
L1A-6
L1A-6
L1A-6
L1A-6
L1A-6
L1A-12 17
L1A-17 17
L1A-19,21
L1A-14
L1A-14
L1A-14
L1A-14
18 17
L2-12
17 17
L2-6
FC
3 11
19 20
L1A-217
21 22
AD2023-R152.00
AD,MG
www.ecomeng.com
1455 RESPONSE Road, Suite 140Sacramento, CA. 95815916.641.5600916.641.1640 fax PM.JOB NO.
DESIGNERS
9/30/2025
BENJAMIN
SCHLENKER
REGIS
ERED PROFESSIONAL ENGINEER
T
AINROFILACFOETATS
ELECTRICAL
Exp.
No. E 021982
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
11/29/2023 12:30:17 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ELEC-23016-Winn Park TI -22.rvt
OVERALL
BASEMENT
PLAN -
ELECTRICAL
ECOM
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
E200
AD 1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
1/4" = 1'-0"1 OVERALL BASEMENT PLAN - DEMO ELECTRICAL
1/4" = 1'-0"2 OVERALL BASEMENT PLAN - NEW ELECTRICAL
SHEET NOTE
1. TYPICAL UNLESS OTHERWISE NOTED, EXISTING
EQUIPMENT SHOWN SOLID ARE EXISTING TO REMAIN.
MAINTAIN CIRCUIT CONTINUITY.
2. TYPICAL UNLESS OTHERWISE NOTED, EXISTING
RECEPTACLES, DEVICES, ETC. SHOWN DASHED SHALL BE
REMOVED, INCLUDING OUTLET BOX, CONDUIT AND WIRE.
NUMBERED NOTE
(E) 120V, EXHAUST FAN (EF-1). SEE SHEET E300 FOR
LOCATION OF WALL SWITCH CONTROLLING FAN.
(E) 208V, 20A ELECTRIC WATER HEATER.
INSTALL (N) 5-20 RECEPTACLE FOR (E) SUMP PUMP (SP-1),
120V.
(E) EXHAUST FAN (EF-3), 120V. SEE SHEET E300 FOR
LOCATION OF WALL SWITCH CONTROLLING FAN.
(E) LIFT, 120V.
(E) 240V, 30A DISCONNECT SWITCH FOR LIFT.
INSTALL (N) CARD READER IN (E) JUNCTION BOX. UTILIZE (E)
RACEWAY FOR (N) SECURITY CABLING TO ACCESS PANEL,
CARD READER, AND ELECTRIFIED DOOR HARDWARE.
(E) JUNCTION BOX CONNECTED TO ACCESS CONTROL
SYSTEM AND DOOR HARDWARE VIA (E) RACEWAY.
APPROXIMATE ROUTING FOR (E) OVERHEAD CONDUIT
TRAPEZE RACK.
(E) 12" X 12" X 6" TELECOM PULL BOX CONNECTING IT
ROOM, 1ST FLOOR ELECTRICAL ROOM, BASEMENT
ELECTRICAL ROOM, AND EXTERIOR TELECOM VAULT.
(N) 120V, ACCESS CONTROL PANEL.
(N) 120V, REFRIGERATOR.
(N) 120V, MICROWAVE.
1 2
3 4
5 6
7 NORTH
NORTH
8 9
10 11
12 13
NUMBERED NOTE
INSTALL (N) 3/4" FIRE RATED PLYWOOD ON BACK IT ROOM
WALL FROM +6" AFF TO +90" AFF.
(E) 208V, 40A DISCONNECT FOR BOOSTER PUMP.
INSTALL (N) CARD READER, NEW ROUGH IN REQUIRED.
PROVIDE NEW BRANCH CIRCUIT HOME RUN, UTILIZE
EXISTING SPARE (20A/1P) CIRCUIT BREAKER.
PROVIDE NEW BRANCH CIRCUIT HOME RUN, UTILIZE NEW
(80A/2P) CIRCUIT BREAKER.
PROVIDE (4) 1" CONDUIT UP TO FIRST FLOOR FOR L1A
CIRCUIT PATHWAY.
PROVIDE 1" CONDUIT UP TO FIRST FLOOR FOR ACCESS
CONTROL PATHWAY.
FC-2 POWERED THROUGH CONNECTION TO HP-2 ON
ROOFTOP.
FC-3 POWERED THROUGH CONNECTION TO HP-2 ON
ROOFTOP.
14 15
16 17
18 19
20 21
22 # Date Revision
J
FSD
J
FSD
J
J
J
J
CG CGCG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
KB
KB
CG CG
J
CR
CR
CR
J
1 1
2 2
A A
B B
(E) UTILITY
CLOSET
013
(E)
ACCESSIBLE
TOILET
012
OPEN
OFFICE /
RECEPT.
018
GALLERY /
EVENT
SPACE
014
(E) ENTRY
LOBBY
011
(E) HALL
I019
(E) PANEL 'L1A' (1)
(E) 'MAIN' (1)
(E) XFMR 'T1'
L1-9
(E) PANEL 'L1' (1)
L1-1
1 L1A-1
L1-3
L1-19,21,23
L1-11
L1-8,10
L1-9
L1-13 L1-13
2 3
7 7
7 9
9 9
9 1
1 2
2 A A
B B
(E) UTILITY
CLOSET
013
(E)
ACCESSIBLE
TOILET
012
OPEN
OFFICE /
RECEPT.
018
GALLERY /
EVENT
SPACE
014
(E) ENTRY
LOBBY
011
(E) HALL
I019
(E)
(E) PANEL 'L1' (1)
(E) PANEL 'L1A' (1)
(E) 'MAIN' (1)
(E) XFMR 'T1'
(E)
L1-9
L1A-1
L1-1
(E)
(E)
L1-9
L1-8,10
(E)
L1-3
(E)
(E) L1-11
1 2
3 4
5 L1A-8,10
(E)
6 6
6 L1A-16
L1A-16
L1A-16
L1A-16
L1A-16
L1A-16
L1A-16
L1A-18
L1A-18
L1A-18
8 8
L1A-20 8
L1A-18
9 10
11 9
9 9
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AD,MG
www.ecomeng.com
1455 RESPONSE Road, Suite 140Sacramento, CA. 95815916.641.5600916.641.1640 fax PM.JOB NO.
DESIGNERS
9/30/2025
BENJAMIN
SCHLENKER
REGIS
ERED PROFESSIONAL ENGINEER
T
AINROFILACFOETATS
ELECTRICAL
Exp.
No. E 021982
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
11/29/2023 12:30:18 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ELEC-23016-Winn Park TI -22.rvt
OVERALL
LEVEL 01 PLAN
-ELECTRICAL
ECOM
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
E201
AD 1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
1/4" = 1'-0"1 OVERALL LEVEL 01 PLAN - DEMO ELECTRICAL
1/4" = 1'-0"2 OVERALL LEVEL 01 PLAN - NEW ELECTRICAL
SHEET NOTE
1. TYPICAL UNLESS OTHERWISE NOTED, EXISTING
EQUIPMENT SHOWN SOLID ARE EXISTING TO REMAIN.
MAINTAIN CIRCUIT CONTINUITY.
2. TYPICAL UNLESS OTHERWISE NOTED, EXISTING
RECEPTACLES, DEVICES, ETC. SHOWN DASHED SHALL BE
REMOVED, INCLUDING OUTLET BOX, CONDUIT AND WIRE.
NUMBERED NOTE
(E) EXHAUST FAN,(EF-2), 120V. SEE SHEET E301 FOR
LOCATION OF SWITCH CONTROLLING THE FAN.
(E) WATER HEATER, 208V.
(E) FAN COIL UNIT (FCU-1), 208V.
(N) MECH CONTROLLER, 120V.
(N) DRINKING FOUNTAIN, 120V. CONNECT TO GFCI TYPE
BREAKER.
INSTALL (N) CARD READER IN (E) JUNCTION BOX. UTILIZE (E)
RACEWAY FOR (N) SECURITY CABLING TO ACCESS PANEL,
CARD READER, AND ELECTRIFIED DOOR HARDWARE.
(E) JUNCTION BOX CONNECTED TO ACCESS CONTROL
SYSTEM AND DOOR HARDWARE VIA (E) RACEWAY.
PROVIDE NEW BRANCH CIRCUIT HOME RUN, UTILIZE NEW
(20A/1P) CIRCUIT BREAKER.
TYPICAL - APPROXIMATE LOCATIONS FOR EXISTING
OVERHEAD CONDUIT TRAPEZE RACK.
PROVIDE 1" CONDUIT DOWN TO BASEMENT FOR ACCESS
CONTROL PATHWAY.
PROVIDE (4) 1" CONDUIT PATHWAY DOWN TO BASEMENT
FOR NEW L1A CIRCUITS.
1 2
3 4
5 6
7 NORTH
NORTH
8 9
10 11
# Date Revision
J
1 2
A
B
L1-6
1 (R)
L1-12
1 2
A
B
(E)L1-12
2 L1-6
(ER)
HP
2 RTU
1 MAIN-2,4,6
L1-17
3 4
L1-16,18 3
HP
3 L1-20,22 3
L1-14 4
5 AD2023-R152.00
AD,MG
www.ecomeng.com
1455 RESPONSE Road, Suite 140Sacramento, CA. 95815916.641.5600916.641.1640 fax PM.JOB NO.
DESIGNERS
9/30/2025
BENJAMIN
SCHLENKER
REGIS
ERED PROFESSIONAL ENGINEER
T
AINROFILACFOETATS
ELECTRICAL
Exp.
No. E 021982
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
11/29/2023 12:30:19 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ELEC-23016-Winn Park TI -22.rvt
OVERALL ROOF
PLAN -
ELECTRICAL
ECOM
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
E202
Checker
1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
1/4" = 1'-0"1 OVERALL ROOF PLAN - DEMO ELECTRICAL
1/4" = 1'-0"2 OVERALL ROOF PLAN - NEW ELECTRICAL
SHEET NOTE
1. TYPICAL UNLESS OTHERWISE NOTED, EXISTING
EQUIPMENT SHOWN SOLID ARE EXISTING TO REMAIN.
MAINTAIN CIRCUIT CONTINUITY.
2. TYPICAL UNLESS OTHERWISE NOTED, EXISTING
RECEPTACLES, DEVICES, ETC. SHOWN DASHED SHALL BE
REMOVED, INCLUDING OUTLET BOX, CONDUIT AND WIRE.
NUMBERED NOTE
(E) HEAT PUMP HP-1 TO BE RELOCATED. DISCONNECT
ELECTRICAL AND SAFE-OFF FOR FUTURE RECONNECTION.
(E) HEAT PUMP HP-1, RELOCATED. EXTEND AND CONNECT
EXISTING BRANCH CIRCUIT AS NECESSARY.
PROVIDE NEW BRANCH CIRCUIT HOME RUN, REFER TO
E600 FOR BREAKER SIZING.
PROVIDE NEW BRANCH CIRCUIT HOME RUN, UTILIZE
EXISTING SPARE 20A/1P CIRCUIT BREAKER.
(N) DUCT SMOKE DETECTOR, 120V.
1 2
3 NORTH
NORTH
4 5
# Date Revision
D
OS
OS
OS
D
OS
OS
OC
OC
OC
D
D
OS
OS
OD
OD
OD
OD
OD
D
OC
S
J
OC
OC
S
1 2
A
B
(E)
ELECTRICAL
ROOM (NO
TENANT
ACCESS)
B08
(E) OFFICE
B07
(E)
STORAGE
B09
(E) I.T.
B06
(N)
MECHANICAL
ROOM
B10
(E) OFFICE
B04
(E) ENTRY
LOBBY
B01
(E)
ACCESSIBLE
TOILET
B03
BREAK
B05
L2-3
L2-3 L2-3
L2-3
L2-3
L2-3
(E)
(E) PANEL 'L2' (1)
(D) (D)
(D)(D)
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
B1
C
X2X
X
B1
1 1
L2-3
L2-3
L2-3
L2-3
1 E
E
E
E
L2-3
L2-3
L2-3
L2-3
L2-3
L2-3
1 L2-7L2-7
L2-7 L2-7
4 4
4 4
2 2
2 L2-3
(R)
(R)
(R)
(R)
(R)
L L1-7
L2-3
1 L2-3
1 2
A
B
(E)
ELECTRICAL
ROOM (NO
TENANT
ACCESS)
B08
(E) OFFICE
B07
(E)
STORAGE
B09
(E) I.T.
B06
(N)
MECHANICAL
ROOM
B10
(E) OFFICE
B04
(E) ENTRY
LOBBY
B01
(E)
ACCESSIBLE
TOILET
B03
BREAK
B05
(N)
JANITOR
B11
L2-3
L2-3 L2-3
L2-3
L2-3
L2-3
L2-3
(E)
(E)
(E)
L2-3
(E) PANEL 'L2' (1)
B1
B1 (E)
(E)
B1
B1
B1 B1
C
(E)
B1 B1
B1.1
B1 B1
B1
B1
B1 B1
B1
(E)
L2-3
X
B1
E
E
E
E
(E)
(E)
L2-3
L2-3
L2-3
L1A-9L1A-9
L1A-9
L1A-9 L1A-9 L1A-9
L1A-9
L1A-9 L1A-9
(N)
(ER)(ER)
(ER)
(ER) (ER)
(ER) (ER)
(ER)
(ER)
(N)
(E)
3 3
(E)
(E)
(E)
(E)
L2-3
L2-3
L2-3
(E)
(E)
(E)L2-3
E
(E)
(N)
STORAGE
B05B
3 MM
M M
L2-7L2-7
L2-7 L2-7
(E)
B1
(E)
L2-3
X
L2-3
S1
(E)
L L1-7
L2-3
S1
X2
(E)
L1A-9 6
(E)
(E)
(E)
S1
L2-3
5 5 5
5 AD2023-R152.00
AD,MG
www.ecomeng.com
1455 RESPONSE Road, Suite 140Sacramento, CA. 95815916.641.5600916.641.1640 fax PM.JOB NO.
DESIGNERS
9/30/2025
BENJAMIN
SCHLENKER
REGIS
ERED PROFESSIONAL ENGINEER
T
AINROFILACFOETATS
ELECTRICAL
Exp.
No. E 021982
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
11/29/2023 12:30:21 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ELEC-23016-Winn Park TI -22.rvt
OVERALL
BASEMENT RCP
PLAN -
LIGHTING
ECOM
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
E300
AD 1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
1/4" = 1'-0"1 OVERALL BASEMENT RCP - DEMO LIGHTING
1/4" = 1'-0"2 OVERALL BASEMENT RCP - NEW LIGHTING
SHEET NOTE
1. TYPICAL UNLESS OTHERWISE NOTED, EXISTING
EQUIPMENT SHOWN SOLID ARE EXISTING TO REMAIN.
MAINTAIN CIRCUIT CONTINUITY.
2. TYPICAL UNLESS OTHERWISE NOTED, EXISTING LIGHT
FIXTURES, SWITCHES, DEVICES, ETC. SHOWN DASHED
SHALL BE REMOVED, INCLUDING OUTLET BOX, CONDUIT
AND WIRE.
3. EGRESS LIGHTING PROVIDED VIA EXISTING EMERGENCY
BUGEYE FIXTURES INSTALLED IN THE CORE & SHELL
PACKAGE.
NUMBERED NOTES
DEMO EXISTING CIRCUIT BACK TO EXISTING LIGHT FIXTURES TO REMAIN ON CIRCUIT. EXISTING LIGHT FIXTURE TO BE RELOCATED
AND CONNECTED TO A NEW CIRCUIT FED FROM TENANT
METERED PANEL.
DEMO (E) LIGHTING CONTROL DEVICE AND RETURN TO OWNER.
(E) JUNCTION BOX AND RACEWAY TO REMAIN FOR (N) DIMMER
OCCUPANCY SENSOR SWITCH.
INSTALL (N) LIGHTING CONTROL DEVICE IN EXISTING JUNCTION BOX.
DEMO (E) MONUMENT LIGHT FIXTURE. EXISTING JUNCTION BOX,
RACEWAY, AND CONDUCTORS TO REMAIN FOR (N) LIGHT
FIXTURE.
CONNECT (N) LIGHT FIXTURE M TO (E) CIRCUIT.
PROVIDE NEW BRANCH CIRCUIT HOME RUN, REFER TO E600 FOR
BREAKER SIZING.
1 NORTH
NORTH
2 3
4 5
6 # Date Revision
D
D
OC
OD
OC
D
KB
D
D
OC
D D
OD
J
J
J
J
J
J
OC
J
S
OD
1 1 2
A A
B B
(E) UTILITY
CLOSET
013
(E)
ACCESSIBLE
TOILET
012
GALLERY /
EVENT
SPACE
014
(E) ENTRY
LOBBY
011
(E) HALL
I019
(R)
(R)
(R) (R)
(R)
(R)
B1B1
B1 B1
B1
C C
(ER)
L1-2 L1-2
L1-2 L1-2
L1-2L1-2
B1 B1
L1-2
L1-2L1-2
(R)
4 2
L1-7D D L1-7
D
L1-7
D
L1-7
X
L1-2
X
L1-2
X
L1-2
L1-2
E
E
L1-2
L1-2
E
1 1
1 1
11 L1-2B1
1 1 2
A A
B B
(E) UTILITY
CLOSET
013
(E)
ACCESSIBLE
TOILET
012 OPEN
OFFICE /
RECEPT.
018
GALLERY /
EVENT
SPACE
014
(E) ENTRY
LOBBY
011
(E) HALL
I019
L1-2 L1-2
L1-2
CC
(E) (E)
(E)
(E)
B1
(E)
RE
A
A
d
a
b
b
b a
T
T
T
T
T
T
L1-2
L1A-13
L1A-13
L1A-13
L1A-13
L1A-13
L1A-13
d
d
d
d
d
d
(E) PANEL 'L1' (1)
(E) PANEL 'L1A' (1)
(ER)
c
d
b
(ER)
L1A-11
L1A-11
(E)
(E) 'MAIN' (1)
5 L1A-11 5
A AE
AAE
A AE
L1A-11 L1A-11
L1A-11L1A-11
L1A-11 L1A-11
cc
c c
cc
B1
L1A-13
(E)
B1 L1-2
D
(E)
L1-7
(E)
L1-7 D
(E)
L1-7
D
(E)
D
L1-7
(ER)
X
L1-2
(ER)
X
L1-2
(E)
X
L1-2
(E)
E
L1-2
(ER)
E
L1-2
E
(ER)
L1-2
3 (E)
(E)
d
(ER)
AD2023-R152.00
AD,MG
www.ecomeng.com
1455 RESPONSE Road, Suite 140Sacramento, CA. 95815916.641.5600916.641.1640 fax PM.JOB NO.
DESIGNERS
9/30/2025
BENJAMIN
SCHLENKER
REGIS
ERED PROFESSIONAL ENGINEER
T
AINROFILACFOETATS
ELECTRICAL
Exp.
No. E 021982
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
11/29/2023 12:30:22 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ELEC-23016-Winn Park TI -22.rvt
OVERALL
LEVEL 01 PLAN
-LIGHTING
ECOM
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
E301
AD 1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
1/4" = 1'-0"1 OVERALL LEVEL 01 RCP - DEMO LIGHTING
1/4" = 1'-0"2 OVERALL LEVEL 01 RCP - NEW LIGHTING
SHEET NOTE
1. TYPICAL UNLESS OTHERWISE NOTED, EXISTING
EQUIPMENT SHOWN SOLID ARE EXISTING TO REMAIN.
MAINTAIN CIRCUIT CONTINUITY.
2. TYPICAL UNLESS OTHERWISE NOTED, EXISTING LIGHT
FIXTURES, SWITCHES, DEVICES, ETC. SHOWN DASHED
SHALL BE REMOVED, INCLUDING OUTLET BOX, CONDUIT
AND WIRE.
3. TYPE 'B1' LIGHT FIXTURES WILL BE RELOCATED TO
BASEMENT. SEE DETAIL 2 ON SHEET E300 FOR ADDITIONAL
INFORMATION.
NUMBERED NOTES
DEMO EXISTING CIRCUIT BACK TO EXISTING LIGHT FIXTURES TO REMAIN ON CIRCUIT. EXISTING LIGHT FIXTURE TO BE RELOCATED
AND CONNECTED TO A NEW CIRCUIT FED FROM TENANT
METERED PANEL.
DEMO (E) LIGHTING CONTROL DEVICE AND RETURN TO OWNER.
(E) JUNCTION BOX AND RACEWAY TO REMAIN FOR (N) LIGHTING CONTROL DEVICE.
CONNECT (N) LIGHT FIXTURE RE TO (E) CIRCUIT.
(E) DIGITAL LIGHTING CONTROL TO BE RECONFIGURED FOR NEW SWITCHLEG. SEE DETAIL 2/E700 FOR NEW SWITCHLEG
CONTROLS.
PROVIDE NEW BRANCH CIRCUIT HOME RUN, UTILIZE EXISTING
SPARE (20A/1P) CIRCUIT BREAKER.
1 2
3 4
5 NORTH
NORTH
# Date Revision
NUMBERED NOTES
NO SCALE
1 P
ARTIAL ONE-LINE DIAGRAM
(E)
PANEL
L1
225 AMPS
(E)
PANEL
L2
(E)
PANEL
L1A
225 AMPS
225 AMPS
(E) MAIN DIST. PANEL
400A, 480/277V, 3P, 4W, 18K AIC
(
E) 1 1/4" C - 3 #2 & 1 #4 'G'
(E) 125A
3P
(E) 225A/3P
(E) XFMR 'T1'
75 KVA
480-208/120V
3PH, 4W
(E) 225A/3P
(E) 2 1/2" C - 4 #250 KCMIL & 1 #2 'G'
(E) 2 1/2" C - 4 #250 KCMIL & 1 #2 'G'
(E) 2 1/2" C - 4 #4/0 KCMIL & 1 #2 'G'
(E) 225A/3P
EXISTING 150 KVA UTILITY TRANSFORMER
TO (E) SMUD
UTILITY POLE GND.
NEUT.
(E) 2 SETS OF 3"C 4 #4/0 & 1 1#1/0 'G'
M(E) TENANT METERING
(E) 225A/3P
(E) 50A
3P
(E) 30A
3P
(E) 30A
3P400AT
3P
M
(N) 3/0 AWG TO GROUND BUS
BA
R IN 1ST FLOOR
ELECTRICAL ROOM AND
TELECOM EQUIPMENT ROOM
IN BASEMENT.
EXTERIOR EQUIPMENT
LEVEL 1 UTILITY CLOSET 013
BASEMENT ELECTRICAL RM B08
1 P
ROVIDE (4) NEW 1" CONDUIT PATHWAY
PENETRATIONS FOR NEW TENANT
METERED CIRCUITS TO THE BASEMENT.
1 (N) 90A
3P
(N) 1 1/4" C - 3 #2 & 1 #8 'G'
RTU
1 (E)
SERVICE
DISCONNECT
(NEMA 3R)
(E)
CT CABINET
(NEMA 3R)
(E)
UTILITY
METER
480/277V
(NEMA 3R)
AD2023-R152.00
AD,MG
www.ecomeng.com
1455 RESPONSE Road, Suite 140Sacramento, CA. 95815916.641.5600916.641.1640 fax PM.JOB NO.
DESIGNERS
9/30/2025
BENJAMIN
SCHLENKER
REGIS
ERED PROFESSIONAL ENGINEER
T
AINROFILACFOETATS
ELECTRICAL
Exp.
No. E 021982
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
11/29/2023 12:30:22 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ELEC-23016-Winn Park TI -22.rvt
ONE LINE
DIAGRAM
ECOM
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
E500
AD 1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
# Date Revision
NUMBERED NOTES
NO SCALE
1 T
ELECOM RISER DIAGRAM
BASEMENT
FI
RST FLOOR
(E) 2" CONDUIT
BASEMENT
ELECTRICAL RM.
B08
(E) I.T.
ROOM
B06
(E) (2) 1" CONDUITS
FIRST FLOOR
ELECTRICAL RM.
B08
(E) 2" CONDUIT
MPOE
LOCATION OF ISP EQUIPMENT ON
PLYWOOD BACKING WALL.
(N) TELECOM SERVICE BY ISP.
1 1
2 2(E)
12"X12" PULL
BOX
AD2023-R152.00
AD,MG
www.ecomeng.com
1455 RESPONSE Road, Suite 140Sacramento, CA. 95815916.641.5600916.641.1640 fax PM.JOB NO.
DESIGNERS
9/30/2025
BENJAMIN
SCHLENKER
REGIS
ERED PROFESSIONAL ENGINEER
T
AINROFILACFOETATS
ELECTRICAL
Exp.
No. E 021982
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
11/29/2023 12:30:22 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ELEC-23016-Winn Park TI -22.rvt
TELECOM
RISER
DIAGRAM
ECOM
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
E501
AD 1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
# Date Revision
AD2023-R152.00
AD,MG
www.ecomeng.com
1455 RESPONSE Road, Suite 140Sacramento, CA. 95815916.641.5600916.641.1640 fax PM.JOB NO.
DESIGNERS
9/30/2025
BENJAMIN
SCHLENKER
REGIS
ERED PROFESSIONAL ENGINEER
T
AINROFILACFOETATS
ELECTRICAL
Exp.
No. E 021982
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
11/29/2023 12:30:23 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ELEC-23016-Winn Park TI -22.rvt PANEL
SCHEDULES
ECOM
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
E600
AD 1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
{2} NEW CIRCUIT BREAKER NEW LOAD
{1} EXISTING CIRCUIT BREAKER NEW LOAD M CB LOCATED IN EXTERNAL ENCLOSURE.
Breaker Notes: C ustom Notes:
Receptacle 9 .72 kVA 100.00% 9.72 kVA
Lighting 0 .82 kVA 100.00% 0.82 kVA
Non Continuous 2 3.90 kVA 100.00% 23.90 kVA Total Demand Amps:158.82 A Other 5 .40 kVA 100.00% 5.40 kVA Total Conn. Load Amps:139.62 A Motor 6 9.69 kVA 120.55% 84.01 kVA Total Demand kVA:132.04 kVA Continuous 6 .55 kVA 125.00% 8.19 kVA Total Conn. Load kVA:116.08 kVA Load Classification C onnected Load Demand Factor Demand Load Panel Totals Load Summary:
Total... 1 65.27 A 162.74 A 106.16 A
Total... 4 3.69 kVA 42.99 kVA 29.41 kVA
29 -- - - -- -- -- -- -- -- 30
27 -- - - -- -- -- -- -- -- 28
25 SPACE - - 3 -- -- 3 -- SPACE 26
23 -- - - -- 0.00 -- -- -- -- 24
21 -- - - -- 0.00 -- -- -- -- 22
19 SPARE 3 0 3 0.00 -- 3 -- SPACE 20
17 -- - - -- 0.00 0.00 -- -- -- 18
15 -- - - -- 0.00 0.00 -- -- -- 16
13 SPARE 5 0 3 0.00 0.00 3 30 SPARE 14
11 -- - - -- -- -- -- -- -- 12
9 -- - - -- -- -- -- -- -- 10
7 SPACE - - 3 -- -- 3 -- SPACE 8
5 -- - - -- 10.31 19.10 -- -- -- 6
3 -- - - -- 23.89 19.10 -- -- -- 4
1 T1 {1} 1 25 3 24.59 19.10 3 90 RTU-1 {2} 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure: T ype 1 Sections: 1 MCB Rating: 400.00 A
Mounting: S urface Wires: 4 Mains Rating: 400.00 A
Supply... P hases: 3 Mains Type: MCB
Location: ( E) UTILITY CLOSET 013 Volts: 480/277 Wye A.I.C. Rating: 18K AIC (E)M AIN
{1} EXISTING CIRCUIT BREAKER NEW LOAD
{
2} NEW CIRCUIT BREAKER NEW LOAD
Breaker Notes: C ustom Notes:
Receptacle 9 .72 kVA 100.00% 9.72 kVA
Lighting 0 .82 kVA 100.00% 0.82 kVA
Non Continuous 2 3.90 kVA 100.00% 23.90 kVA Total Demand Amps:170.62 A Other 5 .40 kVA 100.00% 5.40 kVA Total Conn. Load Amps:163.18 A Motor 1 2.40 kVA 108.39% 13.44 kVA Total Demand kVA:61.47 kVA Continuous 6 .55 kVA 125.00% 8.19 kVA Total Conn. Load kVA:58.79 kVA Load Classification C onnected Load Demand Factor Demand Load Panel Totals Load Summary:
Total... 2 22.33 A 216.49 A 85.92 A
Total Load: 2 4.59 kVA 23.89 kVA 10.31 kVA
41 -- - - -- 5.14 2.38 -- -- -- 42
39 -- - - -- 13.00 6.36 -- -- -- 40
37 L1A {1} 2 25 3 15.58 5.11 3 225 L2 {1} 38
35 Space - - 1 -- -- 1 -- Space 36
33 Space - - 1 -- -- 1 -- Space 34
31 Space - - 1 -- -- 1 -- Space 32
29 Space - - 1 -- -- 1 -- Space 30
27 Space - - 1 -- -- 1 -- Space 28
25 Space - - 1 -- -- 1 -- Space 26
23 -- - - -- 0.00 -- 1 -- Space 24
21 -- - - -- 0.00 0.92 -- -- -- 22
19 TENANT METER 2 0 3 0.00 0.92 2 15 HP-3 {2} 20
17 PARK LIGHT RECEPT. {1} 20 1 0 .18 0.92 -- -- -- 18
15 Spare 2 0 1 0.00 0.92 2 15 HP-2 {2} 16
13 S pare 20 1 0.00 0.50 1 20 RTU DUCT SD 14
11 D ED. RECP IT SERVER BOX 20 1 0.36 0.50 1 20 FCU CONDENSATE PUMP 12 9 E XTERIOR RECEPTACLES 20 1 0.36 1.65 -- -- -- 10
7 E XTERIOR LIGHTING 20 1 0.10 1.65 2 25 FCU-1 8
5 T WINKLING LIGHTS 20 1 0.65 0.18 1 20 ROOF MAINT RECEPT 6 3 E LEC RM RECEPT 20 1 0.18 0.50 1 20 TIME CLOCK 4
1 E F-2 20 1 0.13 0.60 1 20 TEMP LIGHTING 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure: T ype 1 Sections: 1 MCB Rating: 225.00 A
Mounting: S urface Wires: 4 Bus Rating: 225.00 A
Supply Frm: T 1 Phases: 3 Mains Type: MCB
Location: ( E) UTILITY CLOSET 013 Volts: 120/208 Wye A.I.C. Rating: 10K AIC (E) PANELL1
{1} EXISTING CIRCUIT BREAKER NEW LOAD
{
2} NEW CIRCUIT BREAKER NEW LOAD
*PROVIDE (N) GFCI TYPE CIRCUIT BREAKER FOR CKT. 20.
Breaker Notes: C ustom Notes:
Receptacle 6 .30 kVA 100.00% 6.30 kVA Total Demand Amps:95.52 A Non Continuous 2 3.90 kVA 100.00% 23.90 kVA Total Conn. Load Amps:93.60 A Other 0 .75 kVA 100.00% 0.75 kVA Total Demand kVA:34.41 kVA Continuous 2 .77 kVA 125.00% 3.46 kVA Total Conn. Load kVA:33.72 kVA Load Classification C onnected Load Demand Factor Demand Load Panel Totals Load Summary:
Total... 1 39.91 A 118.41 A 42.83 A
Total Load: 1 5.58 kVA 13.00 kVA 5.14 kVA
41 SPACE - - 1 -- -- 1 -- SPACE 42
39 SPACE - - 1 -- -- 1 -- SPACE 40
37 SPACE - - 1 -- -- 1 -- SPACE 38
35 SPACE - - 1 -- -- 1 -- SPACE 36
33 SPACE - - 1 -- -- 1 -- SPACE 34
31 SPACE - - 1 -- -- 1 -- SPACE 32
29 SPACE - - 1 -- -- 1 -- SPACE 30
27 SPACE - - 1 -- -- 1 -- SPACE 28
25 SPACE - - 1 -- -- 1 -- SPACE 26
23 SPACE - - 1 -- -- 1 -- SPACE 24
21 -- - - -- 7.80 -- 1 -- SPACE 22
19 BREAK B05 - W/HEATER {2} 100 2 7.80 0.10 1 20 W/ FOUNTAIN - GALLERY{2}* 20 17 RECEPT - MICROWAVE {1} 20 1 0 .18 0.72 1 20 OFFICE 018 RECEPT. {2} 18 15 SPARE 2 0 1 0.00 1.26 1 20 GALLERY 014 RECEPT. {2} 16 13 1ST FLOOR TRACK LTG {1} 20 1 1.57 1.08 1 20 OFFICE B04 RECEPT. {1} 14 11 1ST FLOOR LTG {1} 2 0 1 0.57 0.18 1 20 RECEPT. - REFRIGERATOR... 12 9 BASEMENT TENANT LTG {1} 20 1 0 .63 2.05 -- -- -- 10
7 -- - - -- 2.05 2.05 2 20 RESTROOM W/HEATER-1ST 8
5 RESTROOM W/HEATER-BSMT 20 2 2 .05 1.44 1 20 B05 & B05B RECEPT. {1} 6 3 RESTROOM RECEPT-BSMT 20 1 0 .18 1.08 1 20 OFFICE B07 RECPT. {1} 4 1 RESTROOM RECEPT-1ST F 20 1 0.18 0 .75 1 20 ACP {1} 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure: T ype 1 Sections: 1
Mounting: S urface Wires: 4 Bus Rating: 225.00 A
Supply Frm: L 1 Phases: 3 Mains Type: MLO
Location: ( E) UTILITY CLOSET 013 Volts: 120/208 Wye A.I.C. Rating: 10K AIC (E) PANELL1A
{1} EXISTING CIRCUIT BREAKER NEW LOAD
{
2} NEW CIRCUIT BREAKER NEW LOAD
Breaker Notes: C ustom Notes:
Receptacle 2 .16 kVA 100.00% 2.16 kVA
Lighting 0 .50 kVA 100.00% 0.50 kVA Total Demand Amps:43.24 A Other 3 .65 kVA 100.00% 3.65 kVA Total Conn. Load Amps:38.44 A Motor 4 .79 kVA 121.71% 5.83 kVA Total Demand kVA:15.58 kVA Continuous 2 .75 kVA 125.00% 3.44 kVA Total Conn. Load kVA:13.85 kVA Load Classification C onnected Load Demand Factor Demand Load Panel Totals Load Summary:
Total... 4 6.08 A 56.50 A 19.83 A
Total Load: 5 .11 kVA 6.36 kVA 2.38 kVA
41 SPACE - - 1 -- -- 1 -- SPACE 42
39 SPACE - - 1 -- -- 1 -- SPACE 40
37 SPACE - - 1 -- -- 1 -- SPACE 38
35 SPACE - - 1 -- -- 1 -- SPACE 36
33 SPACE - - 1 -- -- 1 -- SPACE 34
31 SPACE - - 1 -- -- 1 -- SPACE 32
29 SPACE - - 1 -- -- 1 -- SPACE 30
27 SPARE 2 0 1 0.00 -- 1 -- SPACE 28
25 SPARE 2 0 1 0.00 -- 1 -- SPACE 26
23 SPARE 2 0 1 0.00 -- 1 -- SPACE 24
21 IRRIGATION CONT 2 0 1 0.50 -- 1 -- SPACE 22
19 SPARE 2 0 1 0.00 -- 1 -- SPACE 20
17 IEF-1 {1} 2 0 1 0.37 -- 1 -- SPACE 18
15 PARK LIGHTING 2 0 1 1.50 2.08 -- -- -- 16
13 TIME CLOCK 2 0 1 0.50 2.08 2 40 SUMP PUMP 14
11 EXTERIOR MON RECEPT. 30 1 0 .18 0.75 1 20 JCI CONTROLLER {1} 12 9 EXTERIOR MON RECEPT. 30 1 0 .18 0.72 1 20 IT ROOM RECEPTACLES {1} 10 7 EXTERIOR MONUMENT LTG... 20 1 0.00 0 .00 1 2 0 SPARE 8 5 SP- 1 2 0 1 0.18 0.90 1 20 HOUSE RECEPTACLE 6
3 C ORRIDOR LIGHTING {1} 20 1 1.25 0.13 1 20 EF-3 4
1 EF-1 2 0 1 0.13 2.40 1 30 LIFT 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Enclosure: T ype 1 Sections: 1 MCB Rating: 250.00 A
Mounting: S urface Wires: 4 Bus Rating: 225.00 A
Supply Frm: L 1 Phases: 3 Mains Type: MCB
Location: ( E) ELECTRICAL ROOM (NO TENANT... Volts: 120/208 Wye A.I.C. Rating: 10K AIC (E) PANELL2
EXISTING
PANEL SCHEDULE NOTE
1. ALL CIRCUITS INDICATED "LIGHT" ON PANEL SCHEDULES
ARE EXISTING TO REMAIN AND HAVE NOT BEEN MODIFIED
AS PART OF THIS PROJECT.
2. ALL CIRCUITS INDICATED "BOLD" ON PANEL SCHEDULES
HAVE BEEN MODIFIED, ALTERED, OR NEW AS PART OF
THIS PROJECT.
# Date Revision
NO SCALE
N
O SCALE
NO SCALE NO SCALE
NO SCALENO SCALE
NO SCALENO SCALE
SURFACE MOUNTED PANEL ON UNISTRUT
4 DETAIL - METAL SCREEN WALL
3 SMALL CONDUIT SUPPORT DETAIL ON
CONCRETE FILLED METAL DECK
H
POST TENSION CONCRETE
DECK - ANCHOR BOLT /
HANGER ROD DETAIL L
METAL DECK CONCRETE
FILL HANGER WIRE
SUPPORT
2 BOX SUPPORT (ON STUD)
1 BOX SUPPORT (BETWEEN STUDS)
6 DUAL SERVICE FLUSH FLOOR BOX DETAIL
5 CO
NDUIT SUPPORT DETAIL - ON STEEL DECK (OPTION 1)
ELEVATION
PLAN VIEW
BOX BRACKET
WALL STUDS
GYP BOARD
WALL STUDS
ELEVATION
PLAN VIEW
BOX FAR SIDE SUPPORT
G
YP BOARD
TYPICAL- 4" SQUARE BY 1 7/8"
DEEP JUNCTION BOX FOR
ELECTRICAL. 4 11/16"
SQUARE x 2 7/8" DEEP
JUNCTION BOX FOR
TELECOM.
TYPICAL- 4" SQUARE BY 1 7/8"
DEEP JUNCTION BOX FOR
ELECTRICAL. 4 11/16"
SQUARE x 2 7/8" DEEP
JUNCTION BOX FOR
TELECOM.
4" OR 4 11/16" SQUARE
BRACKET BOX (FLAT
SIDE OF STUD).
#10 SELF TAPPING
SCREWS 4 REQUIRED.
#10 SELF TAPPING
SCREWS 2 REQUIRED.
SCREW ON BOX
SUPPORT (OPEN SIDE OF
STUD)
#10 SELF TAPPING
SCREWS 4 REQUIRED.
#10 SELF TAPPING
SCREWS 2 REQUIRED.
FINISHED CEILING
CONDUIT BRACKET
J-BOX WITH CLIP,
1/4" BOLT AND NUT.
J-BOX WITH (2) 1/4" HEX
NUTS AND (2) WASHERS.
THE CONTRACTOR SHALL ATTEMPT TO
MAINTAIN 12" CLEAR FOR CEILING
SUPPORTED FIXTURES AND REGISTERS.
NOTES:
1. SPACING BETWEEN HANGERS SHALL BE PER CEC REQUIREMENTS. 2 . COMBINED WEIGHT OF CONDUITS BETWEEN SUPPORTS MAY NOT EXCEED 5 LBS/ LINEAR FOOT.
3. MAXIMUM CONDUIT SIZE PERMITTED IS 2".
4. CONDUITS OVER 2" OR WEIGHTS OVER 5 LBS/ LINEAR FOOT REQUIRE CONTRACTOR FURNISHED SEISMIC SHOP DRAWINGS.
CADDY K8, K12, K16
OR K20 CONDUIT CLIP
COMBINED WEIGHTTRADE
(LBS/LINEAL FOOT)SIZE
TUBING (EMT)
ELECTRICAL METALLIC
1/2"
3/4"
1"
1-1/4"
0.45 0.72
1.09 1.73
1-1/2" 2.14
2" 3.09
3/8" THREADED ROD
HILTI CEILING CLIP
ASSEMBLY, XCX-ALH
OR EQUAL, TYPICAL.
CONCRETE DECK
SHOT IN ANCHOR,
HILTI XCX-ALH
WITH 1"
EMBEDMENT
31/4" MIN
12 GA. HANGER WIRE
WITH 3 TIGHT TURNS
MIN. IN 11/2" TYPICAL.
EXISTING POST TENSION
CONCRETE ROOF DECK
3/8" DIA. HILTI KWIK BOLT TZ2
PER ESR 4266. TORQUE TO 30
FT-LBS WITH 2" EMBEDMENT.
3/8" THREADED ROD
NOTES:
1. FASTENER TO BE LOCATED A MINIMUM OF 2"
F
ROM POST TENSION REINFORCEMENT.
2. SEE STRUCTURAL PLAN FOR
NON-DESTRUCTIVE TENON LOCATING
METHODS AND ADDITIONAL REQUIREMENTS.
3. TAKE SPECIAL CARE NOT TO DAMAGE STEEL
TENONS LOCATED IN CONCRETE DECK.
3/8" DIA. THREADED COUPLER
1 5/8" STEEL CHANNEL
ATTACH DISCONNECT TO
CHANNEL WITH 5/8" SPRING
NUTS, BOLT AND FENDER
WASHER.
WEIGHT- 150 LBS. MAXIMUM
USE FENDER WASHERS ON ALL SCREWS.
ALL SCREWS #12 SELF-TAPPING SHEET METAL SCREWS-TRAXX
MIN O.C. SPACING OF SCREWS IS 1" TYPICAL, UNLESS NOTED.
BY ITW BUILDEX OR APPROVED EQUIVALENT.
MIN EDGE DISTANCE - CENTER LINE SCREW TO MEMBER EDGE IS 1/2" TYP. UON.
NOTES:
3. 2
.
1. 68" MAX.
FRONT VIEW
3"
T
YP.
TOP VIEW
6"
T
YP
METAL PANEL (SCREEN WALL)
(N) DISCONNECT SWITCH
ATTACH CHANNEL ACROSS
SCREEN WALL WITH 2 #12 TEK
SCREWS EACH CONTACT.
METAL WALL STUD, SEE
ARCHITECTURAL/ STRUCTURAL
DRAWINGS.
MULTIPLE SERVICE FLOOR BOX
COVER KIT. CAT. No. 881CRTTCBK
COMPLETE WITH PREWIRED 20A
DUPLEX RECEPTACLE, FLANGE
AND SLIDE HOLDER, 881ADP
ADPTER AND 881 DIV DIVIDER.
WIREMOLD 881FC PVC SERIES
DUAL-SERVICE FLOOR BOX
3/8" DIA. ALL THREAD ROD
MIN
12"FINISHED CEILING
CONDUIT HANGER
NOTES:
1. SPACING BETWEEN HANGERS SHALL BE PER CEC REQUIREMENTS. 2 . ANCHOR MAY BE PLACED AT HIGH OR LOW FLUTE. CENTER ANCHOR IN THE FLUTE.
3. COMBINED WEIGHT OF CONDUITS BETWEEN SUPPORTS MAY NOT EXCEED 10 LBS/ LINEAR FOOT.
4. FOR CONDUITS 2.5" OR LARGER THE MAX DISTANCE BETWEEN THE TOP OF THE CONDUIT AND POINT OF ATTACHMENT TO THE DECK SHALL BE LESS 12" OR LESS.
COMBINED WEIGHTTRADE
(LBS/LINEAL FOOT)SIZE
TUBING (EMT)
ELECTRICAL METALLIC
1/2"
3/4"
1"
1-1/4"
0.30 0.46
0.67 1.01
1-1/2" 1.16
2" 1.48
1 5/8" X 1 5/8" X 12 GA SINGLE
STRUT (SOLID ONLY)12" MAX FOR
CONDUITS
2.5" AND
LARGER
2-1/2" 2.16
3" 2.63
3-1/2" 3.49
4" 3.93
EXISTING CONCRETE DECK
L3X3X12GAX0' - 4" WTIH 3/8"
HILTI KB-TZ2 WITH MIN 3"
EMBED.
1/2" Ø BOLT AND CHANNEL NUT.
12 GA SPLY WIRE TIED TO BEND
PLATE FASTED TO STRUT WITH
MACHINE BOLT WITH NUT AND
WASHER.
EXISTING CONCRETE DECK
POWER CONDUIT PER
PLAN.
TELECOM CONDUIT
PER PLAN.
AD2023-R152.00
AD,MG
www.ecomeng.com
1455 RESPONSE Road, Suite 140Sacramento, CA. 95815916.641.5600916.641.1640 fax PM.JOB NO.
DESIGNERS
9/30/2025
BENJAMIN
SCHLENKER
REGIS
ERED PROFESSIONAL ENGINEER
T
AINROFILACFOETATS
ELECTRICAL
Exp.
No. E 021982
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
11/29/2023 12:30:23 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ELEC-23016-Winn Park TI -22.rvt
DETAILS
ECOM
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
E700
AD 1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
# Date Revision
NO SCALE
N
O SCALE:
2 SURFACE MOUNTED DISCONNECT ON STRUCTURAL FRAME
4 CONDUIT THROUGH CONCRETE DETAIL
1 TYPICAL - RECESSED 'T' BAR LIGHT FIXTURE MOUNTING DETAIL 3 SUSPENDED LIGHT FIXTURE MOUNTING DETAIL
5 CONDUIT THROUGH ROOF DETAIL
NO SCALE
NO SCALE NO SCALE
HARDWARE.
AC
OUSTICAL
WITHIN 1 1/2".
TYPICAL-4 TIGHT TURNS MINIMUM
SEE SCHEDULE.
TYPICAL-RECESSED LT. FIXT.,
TYPICAL-CROSS `T'
TILE
TYPICAL-
BAR.
TYPICAL-MAIN `T'
BOLTS WITH ALL NECESSARY
TABS, PROVIDE 2-`EYE'
IS NOT FURNISHED WITH MT'G.
MT'G. TABS, IF LT. FIXT.
SUPPORT WIRES TO
SECURE LT. FIXT.
RUNNER.
TYPICAL-FLEXIBLE
CONDUIT WITH ALL
NECESSARY
FITTINGS TO
JUNCTION BOX.
PROVIDE #12
BRANCH CIRCUIT
WIRES & #12
GROUND WIRE.
BOND TO LIGHT
FIXTURE.
TYPICAL - CEILING SUPPORT WIRES.
ELECTRICAL TRADE SHALL
COORDINATE INSTALLATION AS
REQUIRED.
ATTACH HANGER WIRE TO
BUILDING STRUCTURE. SEE
ARCHITECTURAL CEILING
SUPPORT DETAILS.
2-#12 FIXTURE SUPPORT OR SAFETY
SLACK WIRES.
APPROVED T-BAR
CLIP OR SCREWS
ATTACHING LIGHT
FIXTURE TO CEILING
GRID RUNNER.
NOTE:
FOR FIXTURES WEIGHING MORE THAN 56 POUNDS,
P
ROVIDE FOUR #12 SUPPORT WIRES SECURED TO
STRUCTURE.
FRONT ELEVATION
(E) CONCRETE SLAB
S
IDE VIEW
DISCONNECT
C
ORNER CLIP WITH (4)
CARRIAGE BOLTS
FRAME SYSTEM
FOR MECHANICAL
SCREEN
SEE ARCH. SET FOR
MORE INFORMATION.
TYPICAL- P1000
SERIES 3/8" SPRING
NUT, BOLT AND
WASHER
TYPICAL- P1000 CHANNEL
UNISTRUT CROSS ARM
(1-5/8" x 1-5/8")
NOTE:
NON FUSED DISCONNECT WEIGHT IS 16LBS.
D
OTTIE CWC12 - 12 GAUGE STEEL
BRACKET WITH 0.157" DIAMETER
HILTI X-P FASTENER WITH 1 1/4"
EMBEDMENT. INSTALL PER ESR-2269.
#12 FIXTURE SUPPORT WIRE
SECURED TO
MANUFACTURER PROVIDED
CADDY CLIP WITH 4 TIGHT
TURNS MIN. IN 1 1/2".
#12 FIXTURE SUPPORT
WIRE SECURED TO
BRACKET.
HANGER
LINK BETWEEN
LIGHT FIXTURES
VIA YOKE
BRACKETS
CONCRETE FILLED METAL DECK
NOTES:
1. FOR UNIT INSTALLATION, 2 HANGING SUPPORTS MINIMUM PER 4 FOOT FIXTURE AND AN ADDITIONAL SUPPORT FOR EVERY JOINT WHERE TWO OR MORE FIXTURES ARE C
ONNECTED (MAX 10' SPACING BETWEEN SUPPORTS).
2. WHERE FIXTURE CAN NOT SWING 45 DEGREES OF CENTER WITHOUT HITTING AN OBSTRUCTION PROVIDE 45 DEGREE SWAY BRACING AT EACH END. UTILIZE AIRCRAFT CABLE OR #10 JACK CHAIN FOR SWAY BRACING.
3. LIGHT FIXTURE SHALL NOT EXCEED 3.4 LBS PER LINEAR FOOT.
4. SUSPEND FIXTURES 8 INCHES FROM FINISHED CEILING TO TOP OF LIGHT FIXTURE IN ALL SMALL, MEDIUM, LARGE, AND COMPUTER CLASSROOMS.
5. SUSPEND FIXTURES 20" FROM FINISHED CEILING TO TOP OF LIGHT FIXTURE IN AUDITORIUM.
6. THE MAXIMUM PERMISSABLE VERTICAL LOAD AT EACH LIGHT FIXTURE SUPPORT CABLE IS 37 LBS.
NYLON CABLE BINDING
POWER & DIMMING FEED
THROUGH
MANUFACTURER
PROVIDED 3 1/2" CANOPY
CABLE
ATTACHMENT
BUSHING
METAL CONDUIT
MAX. 6"%%129.
SEE ARCHITECTURAL
DRAWINGS.
FILL WITH MORTAR TO
FULL THICKNESS OF THE
SLAB TO MAINTAIN THE
6" THICK CONCRETE SLAB,
FIRE-RESISTIVE RATING
PER CBC 714.4.1.1.
NOTE:
REFER TO MANUFACTURE'S DETAILS AND INSTALLATION
I
NSTRUCTIONS FOR SPECIFIC AND COMPLETE INFORMATION.
SEALANTS, CLAMPS, FLASHING, INSULATION AND ROOFING MEMBRANE SUPPLIED BY OTHER.
1/2" TO 4" CONDUIT SECURELY
ANCHORED TO UNDERSIDE OF DECK
PRE-MOLDED PIPE
FLASHING
WATER CUT-OFF MASTIC
HOT AIR WELD OR LAP
SEALANT AS PER
MANUFACTURES
RECOMMENDATIONS
SINGLE PLY ROOFING
MEMBRANE
STAINLESS STEEL
CLAMPING RING
INSULATION AS PER
PLAN & ROOF TYPES
METAL DECK, CONCRETE
OVER METAL DECK, OR
CONCRETE DECK
AD2023-R152.00
AD,MG
www.ecomeng.com
1455 RESPONSE Road, Suite 140Sacramento, CA. 95815916.641.5600916.641.1640 fax PM.JOB NO.
DESIGNERS
9/30/2025
BENJAMIN
SCHLENKER
REGIS
ERED PROFESSIONAL ENGINEER
T
AINROFILACFOETATS
ELECTRICAL
Exp.
No. E 021982
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
11/29/2023 12:30:23 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ELEC-23016-Winn Park TI -22.rvt
DETAILS
ECOM
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
E701
AD 1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
# Date Revision
AD2023-R152.00
AD,MG
www.ecomeng.com
1455 RESPONSE Road, Suite 140Sacramento, CA. 95815916.641.5600916.641.1640 fax PM.JOB NO.
DESIGNERS
9/30/2025
BENJAMIN
SCHLENKER
REGIS
ERED PROFESSIONAL ENGINEER
T
AINROFILACFOETATS
ELECTRICAL
Exp.
No. E 021982
DATE:
DRAWN BY:
CHECKED BY:
NEXUS PROJ. #:
AGENCY APPROVAL
123456
E
D
C
B
A
Original drawings remain the property
of the Architect and as such the
Architect retains total ownership and
control. The design represented by
these drawings is sold to the client for
a one time use, unless otherwise
agreed upon in writing by the Architect.
© ARCH NEXUS All Rights Reserved
Architectural NEXUS, Inc.
930 R Street
Sacramento, California 95811
T 916.443.5911
http://www.archnexus.com
STAMP
11/29/2023 12:30:24 PM
Autodesk Docs://23016 City of Sac_Winn Park TI/ELEC-23016-Winn Park TI -22.rvt
DETAILS
Author
23016
10/27/2023
100%
CONSTRUCTION
DOCUMENTS
E702
AD 1616 28th Street, Sacramento, CA 95816
City Of Sacramento, Department Of Public Works
Winn Park Tenant Improvement
# Date Revision