I. Install joint sealers to depths recommended by joint sealer manufacturer but within the following general limitations, measured at center (thin) section of bead.
1. Horizontal Joints: 75% width with minimum depth of 3/8".
2. Elastomeric Joints: 50% width with minimum depth of 1/4".
3. Non-Elastomeric Joints: 75% to 125% of joint width.
J. Spillage: Do not allow sealants or compounds to overflow or spill onto adjoining surfaces, or to migrate into voids of adjoining surfaces.
1. Clean adjoining surfaces by whatever means may be necessary to eliminate evidence of spillage.
K. Cure joint sealers in compliance with manufacturer's instructions and recommendations to obtain high early bond strength, internal cohesive strength and surface durability.
L. Maintain finished joints free of embedded matter, ridges and sags.
END OF SECTION
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08 11 10 - 1 Hollow Metal Doors and Frames
SECTION 08 11 10
HOLLOW METAL DOORS AND FRAMES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: Provide full flush steel (hollow metal) doors and pressed steel frames, including anchors and silencers.
1. Pressed steel frames include both door and window framing.
B. Related Sections:
1. Section 08 71 00: Door hardware.
2. Section 08 80 00: Glazing.
1.2 REFERENCES
A. Steel Door Institute (SDI): SDI-100 (ANSI/SDI A250.8) - Recommended Specifications - Standard Steel Doors and Frames.
B. National Association of Architectural Metal Manuf. (NAAMM): Hollow Metal Manual.
C. Underwriters Laboratories: Standards as applicable to fire rated doors and frames.
1. Materials tested, labeled and inspected by Warnock Hersey International are acceptable upon approval of authorities.
1.3 ADMINISTRATIVE REQUIREMENTS
A. Coordination:
1. Coordinate hardware installation with Section 08 71 00 – Door Hardware.
2. Coordinate glass installation with Section 08 80 00 - Glazing.
1.4 SUBMITTALS
A. Product Data: Submit manufacturers' literature.
B. Shop Drawings: Indicate general construction, configuration, jointing methods, reinforcement, anchorage methods, hardware locations, and locations of cut-outs.
PART 2 - PRODUCTS
2.1 SYSTEMS MANUFACTURERS
A. Amweld Building Products Inc.
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B. Ceco Door Division Assa Abloy Door Group.
C. Curries Division Assa Abloy Door Group.
D. Door Components, Inc.
E. Republic Doors and Frames.
F. Krieger Steel Products Co.
G. Substitutions: Refer to Section 01 25 00.
2.2 MATERIALS
A. System Description: Provide full flush steel (hollow metal) doors and pressed steel frames, including anchors and silencers.
B. Doors: Hollow metal flush steel door, 1-3/4" thick.
1. Typical: Full flush with steel channel or welded edge; close top with flush end closer treatment, bottom optional flush or recessed channel; steel stiffened core, insulated at exterior doors; continuous welded seam.
2. Interior Doors: Minimum 0.042” (18-gage).
3. Exterior Doors: Minimum 0.053” (16-gage).
4. Glazed and Louver Doors: Provide systems as indicated on Drawings.
C. Frames:
1. Exterior Frames: Welded (pre-assembled) type.
2. Interior Frames: Knockdown (field-assembled) type; provide 3/8” back bend return on frames at gypsum board.
3. Gage: Minimum 0.053” (16-gage) interior frames, 0.067” (14-gage) exterior frames.
4. Door Silencers: Manufacturer's standard resilient type; removable for replacement.
5. Mortar Guard Boxes: Minimum 0.026” (22-gage) mortar guard boxes welded in place; provide where frames may be grouted.
D. Glazing Stops: Full flush type with glass centered in opening, unsecured side integral with unit, secured side fastened with flush, countersunk Allen type fasteners; minimum
0.053” (16-gage).
E. Door Louvers:
1. Interior Doors: Stationary, sight-proof hood or Y type blades of 24-gage steel inserted into door panels full door thickness; no exposed trim. 285
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2. Exterior Doors: Weatherproof Z-shaped blades with U-shaped frames; 1-3/8" thick; blades 1-1/2" on center; 0.053” (16 gage) welded construction. a. Provide removable bird screens on interior faces, 1/2" by 1/2" bronze wire mesh.
2.3 FABRICATION
A. Conform to requirements of SDI (ANSI A250 Series) or NAAMM.
B. Reinforce and prepare doors and frames to receive hardware.
1. Refer to Section 08 71 00 for hardware requirements.
C. Frames:
1. Welded Frames: Accurately form and cut mitered corners of welded type frames; continuously weld on inside surfaces (fully welded); grind welded joints to smooth uniform finish.
2. Knocked Down Frames: Accurately form and miter interlocking joints of knocked down frames to maintain hairline alignment of parts when field assembled.
3. Head Reinforcement: Reinforce frames wider than 4'-0" with minimum 0.093” (12 gage) formed steel channels welded in place, flush with top of frames.
4. Doors at Glazed Panels: Reinforce jambs and heads of frames for doors which occur adjacent to glazed sidelights and partitions.
D. Door Silencers:
1. Place three single bumpers on single door frames; space equally along strike jambs.
2. Place two single bumpers on double door frames; place on frame heads.
3. Place three single bumpers for each door on door frames with removable mullions, spaced equally along strike jambs, and in addition place two single bumpers on frame heads to cushion door when mullion is removed.
E. Provide jamb anchors per SDI-100 (ANSI/SDI 250.8) and NAAMM; weld floor jamb anchors in place.
F. Provide double doors tested and approved without astragals.
1. Provide astragals for double doors when required to meet UL requirements for Class A, 3-hour rated doors only.
G. Edge Clearances:
1. Between Doors and Frames: Maximum 1/8" at head and jambs.
2. Door Sills (No Threshold): Maximum 1/2".
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3. Door Sills (Threshold): Maximum 3/8" above finished floor.
4. Between Edges of Pairs of Doors: Maximum 1/8".
5. Fire Rated Doors: As required for fire ratings.
H. Finish: Comply with requirements of Section 09 90 00 – Painting and Coating for primer including application and compatibility with specified finishes.
1. Interior Units: Prime paint.
2. Exterior Exposed Units: Apply minimum A60 non-spangle galvanized coating, ASTM A924 and A653.
a. Surface treat after galvanizing to remove oils and prepare for painting and apply one coat of primer; comply with requirements in Section 09 90 00.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install doors and frames in accordance with SDI-100 (ANSI/SDI A250.8) and ANSI/SDI A250.11 or NAAMM "Hollow Metal Manual" and with manufacturer's recommendations and installation instructions.
1. Install fire rated units in conformance with fire label requirements and NFPA 80.
B. Install doors and frames plumb and square within 1/16”, and with maximum diagonal distortion of 1/32".
C. Remove and replace doors and frames damaged during delivery, storage, installation and construction.
1. Paste filler repair shall not be permitted.
D. After installation, touch-up scratched paint surfaces.
END OF SECTION
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08 14 00 - 1 Wood Doors
SECTION 08 14 00
WOOD DOORS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: Provide wood doors as indicated.
1. Provide flush face wood doors.
2. Contractor Option: Provide shop finished wood doors.
B. Related Work
1. Section 06 20 00: Wood door frames.
2. Section 08 71 00: Door hardware.
3. Section 08 80 00: Glass and glazing for wood doors.
1.2 REFERENCES
A. North American Architectural Woodwork Standards – 3.1, (NAAWS).
B. Window and Door Manufacturer’s Association (WDMA): Guide Specifications.
C. Underwriters Laboratories Inc. (UL): Building Materials Directory.
1. Materials tested, labeled and inspected by Warnock Hersey International are acceptable upon approval of authorities.
1.3 ADMINISTRATIVE REQUIREMENTS
A. Coordination:
1. Wood Jambs: Coordinate with Section 06 20 00 – Finish Carpentry for prefit wood doors for door jambs.
2. Hardware: Coordinate hardware installation with Section 08 71 00 – Door Hardware.
3. Glazing: Coordinate glazing with Section 08 80 00 – Glazing.
4. Painting: Coordinate with Section 09 90 00 – Painting and Coating whether wood doors are to be shop finished or field painted.
1.4 SUBMITTALS
A. Product Data: Submit manufacturer's literature.
B. Shop Drawings: Indicate general construction, jointing methods, hardware locations, and locations of cut-outs.
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C. Samples: Submit samples of wood doors indicating construction, veneering, and finish.
1. Submit corner section of each type of door indicated as transparent finished.
2. Submit corner section of wood panel (stile and rail) door.
3. Submit corner section of pressed interior wood door.
4. Submit shop finish for wood doors where doors are furnished shop finished.
D. Certificates: Submit manufacturer certification indicating compliance to applicable requirements of either NAAWS or WDMA Standards; note which standards were followed or if both standards have been met.
1. Wood Product Certification: Furnish certification indicating wood products are from FSC “well-managed” forests.
1.5 QUALITY ASSURANCE
A. Sustainability Requirements: Comply with CALGreen requirements including those relative to finish material pollution control for composite wood products formaldehyde limitations and paints and coatings.
B. Certified Wood Products: Wood products to be from forests certified “well-managed” by an agency accredited by Forest Stewardship Council (FSC).
1.6 SITE CONDITIONS
A. Do not deliver or install doors until conditions for temperature and relative humidity have been stabilized in accordance with referenced standards requirements applicable to Project location.
1.7 WARRANTY
A. Extended Correction Period: Provide for replacing, rehanging, and refinishing wood doors exhibiting defects in materials or workmanship including warp and delamination.
1. Period: Two years.
PART 2 - PRODUCTS
2.1 MATERIALS
A. System Description: Provide wood doors as indicated.
B. Solid Core Flush Wood Doors: NAAWS/Premium Grade, 5-Ply Hot Press, 1-3/4" thick solid wood framed glued block construction or particleboard core five ply construction; Contractor option to use WDMA comparable standards.
1. Manufacturers:
a. Eggers Industries Architectural Door Division.
b. Marshfield Door Systems, Inc.
c. VT Industries.
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d. Substitutions: Refer to Section 01 25 00.
2. Transparent/Stained Wood Veneers: NAAWS/Premium Grade veneers for transparent/stained finish; nominal 1/40" thick before sanding, not less than 1/50” after sanding.
a. Wood Veneers: Types as indicated, as directed by Architect where not otherwise indicated.
3. Opaque Painted Wood Veneers: NAAWS/Custom Grade White Birch veneers for opaque finish; nominal 1/40" thick before sanding, not less than 1/50” after sanding.
4. Edges: Stile edges to match face veneer, minimum 1-1/8" thick after trim.
5. Core: Bond stiles and rails to core and sand prior to assembly of face veneers.
6. Bond Type: Provide Type I Bond for exterior doors, Type II Bond for interior doors.
7. Bond Type: Provide Type II Bond for interior doors.
C. Hollow Core Flush Wood Doors: NAAWS/Custom Grade, 5-Ply Hot Press, 1-3/8" thick standard hollow core five-ply construction; Contractor option to use WDMA comparable standards.
1. Manufacturers:
a. Eggers Industries Architectural Door Division.
b. Marshfield Door Systems, Inc.
c. VT Industries.
d. Substitutions: Refer to Section 01 25 00.
2. Transparent/Stained Wood Veneers: NAAWS/Custom Grade White Birch veneers for opaque finish; nominal 1/40" thick before sanding, not less than 1/50” after sanding.
a. Wood Veneers: Types as indicated, as directed by Architect where not otherwise indicated.
3. Opaque Painted Wood Veneers: NAAWS/Custom Grade White Birch veneers for opaque finish; nominal 1/40" thick before sanding, not less than 1/50” after sanding.
4. Edges: Stile edges to match face veneer, minimum 1-1/8" thick after trim.
5. Bond Type: Type II Bond, interior.
D. Metal Louvers for Wood Doors: Roll formed 20 gage galvanized steel; factory primed; inverted ‘V’ type blade; sight-proof.
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2.1 FABRICATION
A. Fabricate doors in accordance with requirements of specified standards.
1. Prefit wood doors.
2. Prepare doors to receive hardware in shop, refer to Section 08 71 00 for hardware requirements and templates.
3. Factory machine doors for mortise hardware.
B. Bevel strike edge of single-acting doors, 1/8" in 2".
1. Radius strike edge of double-acting swing doors 2-1/8".
C. Make cut-outs and provide matching wood stops for glass; profiles as indicated, type as selected by Architect where not otherwise indicated.
1. Fire Rated Doors: Provide minimum 18 gage metal stops conforming to fire rating requirements.
D. Shop Finished Doors (Contractor Option): Conform to requirements specified in Section 09 90 00 – Painting and Coating.
1. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install wood doors in accordance with manufacturer's recommendations and installation instructions, and reference standards, plumb and square, and with maximum diagonal distortion of 1/16".
1. Install fire rated wood doors in accordance with requirements for specified fire label and requirements of NFPA 80.
a. Field cutting of fire rated doors shall not be acceptable.
B. Rehang or replace doors which do not swing or operate freely.
3.2 PROTECTION
A. Protection: Protect doors as recommended by door manufacturer to ensure doors are without damage at time of substantial completion.
1. Shop Finished Doors: Refinish or replace damaged doors.
END OF SECTION
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08 71 00 - 1 Door Hardware
SECTION 08 71 00
DOOR HARDWARE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: Provide hardware for hollow metal and wood doors.
1. Provide cylinders for doors fabricated with hardware.
B. Related Sections:
1. Section 06 40 00: Cabinet hardware.
2. Review other sections for doors fabricated with hardware.
1.2 REFERENCES
A. ANSI A115 and A115W Series: Door and Frame Preparation Standards.
B. ANSI A156 Series: Standards for various hardware items.
C. National Fire Protection Association: NFPA 80, Fire Doors and Windows.
D. California Building Code: California Code of Regulations, Title 24, Part 2.
E. Americans with Disabilities Act (ADA) Standards.
1.3 ADMINISTRATIVE REQUIREMENTS
A. Coordination: Coordinate hardware installation doors including but not necessarily limited to following.
1. Coordinate hardware installation with hollow metal doors and frames installation in Section 08 11 10.
2. Coordinate hardware with installation with wood doors installation in Section 08 14 00.
B. Pre-Installation Meeting: Convene pre-installation meeting prior to commencing work of this section.
Include persons involved with installation of doors, frames, and hardware.
1.4 SUBMITTALS
A. Product Data: Submit catalog cuts for each type of hardware clearly marked to indicate hardware type to be provided, style, finish, and options.
1. Supply templates to door and frame manufacturers for proper and accurate sizing and locations of cut-outs for hardware.
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B. Shop Drawings: Indicate locations and mounting heights of hardware.
C. Samples: Indicate required style and finish of exposed door hardware.
D. Keying Schedule: Coordinate directly with Owner's Representative.
E. AHC Certification: Submit certification by AHC indicating hardware complies with applicable codes and Contract Documents.
F. Closeout Submittal: Record actual locations of installed cylinders and master key codes on Project Record Documents.
G. Maintenance Materials: Submit manufacturer's parts list and maintenance instructions for each type of hardware supplied and necessary wrenches and tools required for proper maintenance of hardware.
1.5 QUALITY ASSURANCE
A. Supplier Qualifications: Recognized builder’s hardware supplier with minimum five years successful experience in scheduling and furnishing hardware.
1. Provide services of architectural hardware consultant to supervise hardware supply.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver hardware in manufacturer's original packages, marked for intended opening and use.
B. Pack complete with necessary screws, bolts, keys, instructions, and installation template, if necessary, for spotting mortising tools.
C. Upon delivery, furnish complete list of hardware for checking, clearly marked to correspond with marking on each package.
1. Review list for completeness and accuracy.
1.7 WARRANTY
A. Extended Correction Period: Provide for correcting failure of hardware to perform properly, including maintaining accessibility requirements. Repair hardware or replace damaged materials and surfaces.
1. Period: Two years.
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08 71 00 - 3 Door Hardware
PART 2 - PRODUCTS
2.1 MATERIALS
A. System Description: Provide door hardware and accessories as required for complete operational installation.
1. Review Drawings for door locations and types; comply with following general requirements; inform Architect where conflicts occur.
2. Provide hardware items with accessories complete to door function as intended, as specified, and as required by applicable codes and regulations.
3. Provide heavy duty commercial grade units of each type of hardware (hinges, pivots, locksets, latchsets, closers, trim) from single manufacturer unless otherwise indicated.
B. Regulatory Requirements:
1. Fire Rated Doors: Comply with requirements of NFPA 80 and applicable codes for fire rated door hardware; provide hardware bearing Underwriters Laboratory (UL) labels. a. Doors indicated in fire rated partitions and walls shall be positive latching and self closing, with smoke gaskets.
b. Smoke Control in Pressurized Areas: Provide automatic door bottoms in addition to standard smoke gaskets for fire and smoke rated doors in pressurized areas such as stair wells.
2. Access for Persons with Disabilities: Comply with California Building Code and Americans with Disabilities Act (ADA) Standards.
C. Design Requirements:
1. Finishes: Provide finishes to match: other hardware on same door; hardware on other doors in same area; and as required to match other metal finishes in same room such a white metal finishes in bathrooms with chrome fixtures.
2. Security: Coordinate security requirements such as locking, electrically controlled hardware, and electric monitoring devices directly with Owner and Owner's security consultant.
3. Complete Sets: Provide complete sets of hardware for each door considering requirements for both sides of doors and including coordinating devices and accessories as would normally be anticipated for specific door applications.
D. Performance Criteria (Acoustical Door Hardware): Provide acoustic hardware capable of achieving maximum possible acoustic performance, sound transmission class (STC) ratings based on door type, frame type, and hardware types specified.
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1. Base results on verified testing of similar assemblies using ASTM E90 testing and E413 classification for rating sound insulation.
E. Hinges and Butts: ANSI A156.1; comply with following unless otherwise indicated.
1. Manufacturers:
a. Hager Co.
b. Lawrence Hardware Inc.
c. McKinney Products Co., Div of ASSA ABLOY.
d. Stanley Hardware Division of Stanley Works.
e. Substitutions: Refer to Section 01 25 00.
2. Doors 1-3/4" Thick: 4-1/2" heavy weight, extra heavy weight ball or oilite bearing where over 40" wide.
a. Provide widths to clear trim projection when door swings 180 degrees. b. Doors 1-3/8" Thick: Provide 3-1/2" size.
c. Doors 2" Thick or Over 48" Wide: Provide 5" extra heavy weight ball/oilite bearing.
3. Provide minimum three hinges to 90" high, four hinges to 120" high for each door leaf, unless otherwise indicated.
a. Two hinges are acceptable for interior hollow core wood doors and for doors less than 36” high.
4. Provide nonferrous butts with non-removable pins at exterior and locked out-swinging doors, non-rising at interior doors; stainless steel where labeled; steel butts at labeled interior doors.
5. Provide ball bearing or oilite bearing hinges at doors with closers.
6. Tips: Flat button tips with matching plug unless otherwise indicated.
F. Locking Devices: Provide of metal matching specified finish; interior parts of steel and zincdichromate plating, to resist rusting and corrosion; do not supply plastic, die-cast or aluminum mechanisms.
1. Manufacturers:
a. Schlage Lock Co. Div. Allegion.
b. Sargent Manufacturing Co., Division of ASSA ABLOY Group. c. Yale Security, Inc. Division of ASSA ABLOY Group.
d. Best Access Systems a Stanley Company.
e. Von Duprin, Inc. Div. Allegion.
f. Substitutions: Refer to Section 01 25 00.
2. Type: Provide locksets with not less than 6 pin tumbler cylinders unless higher level of security is required by Owner.
a. Mortise Locksets and Latchsets: ANSI A156.13, Series 1000, Grade 1, Mortise Type. 295
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1) Provide at exterior doors and doors separating private space from public space. b. Cylindrical Locksets and Latchsets: ANSI A156.2, Series 4000, Grade 1, Bored Type (cylindrical).
1) Provide at interior doors within private spaces only; provide privacy locksets at offices, single occupancy toilets, and similar spaces that could require privacy by occupant.
c. Panic/Emergency Exit Devices: ANSI A156.3, Grade 1.
1) Type: Mortise device with concealed vertical rods unless otherwise indicated. 2) Style: Modern.
3. Lockset and Latchset Design: Solid lever with rose, as selected by Architect.
4. Backset: 2-3/4".
5. Strikes: Furnish standard strikes with extended lips where required to protect trim from being marred by latch bolt; verify type of cutouts provided in metal frames.
G. Cylinders, Keys, and Keying: Hardware manufacturers shall provide for grand master, master key alike or key different keying as directed by Owner.
1. Manufacturer: Provide cylinders by lockset manufacturer unless otherwise indicated.
2. Interchangeable Cores: Provide cylinders with interchangeable cores unless otherwise indicated.
3. Provide cylinders of extruded brass bar material.
4. Provide construction cylinders for doors requiring locking during construction; construction cylinders shall be removed and replaced just prior to Owner occupancy.
5. Submit keys for final use to Owner; provide not less than two keys for each lockset, six of each type and level of masterkey, two grand master keys, and 5% extra blanks.
6. Hardware manufacturers shall key and register lock cylinders unless otherwise directed by Owner.
7. Key Control System: Provide complete key control system with identification and storage capacity suitable for Project.
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H. Proximity Card or Keyfob (Fob) Systems and Security Systems: Provide proximity card or keyfob access control system as approved by Owner’s security consultant; premium grade system with computerized recognition, recording, and revision.
1. Provide card or fob systems for public areas and as indicated.
2. Door Monitoring: Provide door monitoring system for common area doors as directed by Owner’s security consultant; coordinate with Fob system and computerized information storage.
3. Local Alarms: Provide alarms on doors where directed by Owner and Owner’s security consultant.
I. Closers: ANSI A156.4, furnish products of one manufacturer; full rack and pinion type with steel spring and non-freezing hydraulic fluid.
1. Manufacturers:
a. LCN Closers Division Allegion/4000 Series.
b. Norton Division, ASSA ABLOY/7500 Series.
c. Dorma Door Controls/8900 Series Full Cover.
d. Substitutions: Refer to Section 01 25 00.
2. Provide controls for regulating closing, latching, speeds and back check.
3. Arm types shall suit individual conditions, as approved; supply parallel-arm closers at reverse bevel doors and where doors swing full 180 degrees.
4. Mount closers on room side or pull side unless otherwise indicated.
5. Sizes: Adjustable to following maximum door operating pressures:
a. Typical Doors: 5 pounds.
b. Fire Rated Doors: Not more than 15 pounds as directed by authorities. c. Make labeled doors self-closing.
d. Closers shall be adjusted by factory representative.
6. Design: ANSI Modern Type with Cover, unless otherwise indicated.
J. Thresholds, Stops, Trim, and Miscellaneous Hardware: Provide as indicated, as specified, as included in Hardware Schedule, and as required for complete installation.
1. Manufacturers:
a. Adams Rite Div. ASSA ABLOY.
b. Builders Brass Works Corp.
c. Glynn-Johnson Co. Div. Allegion.
d. Ives Div. Allegion.
e. National Guard Products.
f. Pemko Mfg. Co. Div. ASSA ABLOY.
g. Richard Wilcox.
h. Rixson Div. of ASSA ABLOY.
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i. Trimco, Triangle Brass Mfg. Co.
j. Zero International, Inc., Div. Allegion.
k. Substitutions: Refer to Section 01 25 00.
2. Door Stops: Required at all doors; locate as indicated, as required to minimize trip hazard and obstruction as approved and where not otherwise indicated.
3. Weather-Stripping: Provide continuous weather-stripping at top and sides of exterior doors.
4. Fire Rated Gaskets: Provide continuous fire rated gaskets at top and sides of fire rated doors.
5. Pulls: Provide with bolts to secure from opposite door face; provide with pull plates unless otherwise indicated.
6. Kick Plates: Height indicated by 1" less than door width; minimum 0.050" thick; provide as indicated, where not otherwise indicated provide as directed by Owner based on AHC recommendations.
7. Fire Department Rapid Entry System: Provide Knox Company/Knox Box as indicated, as required by applicable authorities where not otherwise indicated; flush mounted unless otherwise indicated.
2.2 ACCESSORIES
A. General: Provide complete hardware with accessories as required for doors and applications indicated.
B. Templates: Furnish templates or physical hardware items to manufacturers concerned sufficiently in advance to avoid delay in Work.
C. Reinforcing Units: Furnished by door manufacturer, coordinated by hardware manufacturer.
D. Fasteners: Furnish as recommended by manufacturer and as required to install secure hardware.
1. Finish: Match hardware.
2. Furnish screws for items applied on gypsum board sufficiently long to provide solid connection to framing or backing
E. Through Bolts: Through bolts and grommet nuts shall be avoided on door faces in highly visible areas, unless no alternative is possible, as directed and approved, and shall not be used for solid wood core doors.
F. Electrical and Mechanical: Make provisions and coordinate requirements for mechanical and electrical devices in connection with hardware.
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2.3 FINISHES
A. General: Provide following finishes except where otherwise indicated.
B. Typical:
1. BHMA 626 (US26D), satin chromium plated.
C. Closers:
1. Metal cover finished to match door operating hardware.
2. BHMA 600 (USP), primed for painting.
D. Thresholds:
1. BHMA 628 (US28), satin aluminum, clear anodized.
E. Hinges and Pivots:
1. BHMA 630 and 626, satin finished.
F. Other Items: Provide manufacturer's standard finishes matching similar hardware types on same door, and maintain acceptable finish considering anticipated use.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install finish hardware specified under this section; coordinate with manufacturer and installation of doors and frames.
B. Fit hardware prior to painting. Remove for painting of doors and frames before final installation of hardware.
C. Install hardware in accordance with manufacturer's instructions.
D. No extra cost will be allowed because of changes or corrections necessary to facilitate installation of hardware.
3.2 MOUNTING POSITIONS
A. General: Heights given are center line heights from finished floor; comply with following unless otherwise required by applicable codes or regulations.
1. Locks and Latches: 38" to center of lever.
2. Door Pulls: 42" to center of grip.
3. Push Plate: 42"; coordinate with pull location.
4. Push-Pull Bar: 42" to center of bar.
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5. Panic Device: 39-13/16” from bottom of door to center of pad.
6. Top Hinge: To jamb manufacturer's standard, but not greater than 10" from head of frame to center line of hinge.
7. Bottom Hinge: To jamb manufacturer's standard, but not greater than 12-1/2" from floor to center line of hinge.
8. Intermediate Hinges: Equally spaced between top and bottom hinges and from each other.
9. Hinge Mortise on Door Leaf: 1/4" to 5/16" from stop side of door.
10. Dead Bolt: Not more than 44" from floor to operating lever.
11. Floor Stops: Maximum 4” from any adjacent wall surface.
B. Standards: Comply with recommendations of Builders Hardware Manufacturers Association, subject to approval, for heights of items not indicated.
3.3 ADJUSTING
A. Qualified hardware supplier's or manufacturer's representatives shall inspect installation and adjust hardware for proper operation.
1. Adjust closers, locks, and critical operational hardware.
2. Deliver instructions for maintenance and future adjustments to Owner's Representative.
3.4 HARDWARE SCHEDULE
A. The Hardware Schedule establishes a type and standard of quality.
B. Examine Drawings and Specifications and furnish proper hardware for door openings, whether listed or not.
C. Bring omissions to attention of Architect prior to bid opening for instructions; otherwise, list will be considered complete; no extras will be allowed.
D. Hardware Groups: Refer to Drawings.
END OF SECTION
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08 80 00 - 1 Glazing
SECTION 08 80 00
GLAZING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provide miscellaneous glass and glazing not provided elsewhere including accessories as required for complete installation.
a. Provide glazing for metal doors and frames.
b. Provide glazing for wood doors.
c. Provide mirrors.
1.2 REFERENCES
A. Glass Association of North America (GANA): Glazing Manual and Sealant Manual.
1.3 SUBMITTALS
A. Product Data: Furnish for each type of glass and exposed glazing material.
B. Samples: Furnish samples of exposed glazing accessories.
1.4 WARRANTY
A. Extended Correction Period: Extend correction period to two years for following.
1. Replacing laminated glass which exhibits signs of delaminating.
2. Replacing insulated glass which exhibits signs of moisture on sealed glass surfaces.
3. Replacing mirrors which exhibit signs of desilvering or signs of distortion.
PART 2 - PRODUCTS
2.1 MATERIALS
A. System Description: Section includes miscellaneous glass and glazing materials for items typically furnished without glazing and where glazing is not an integral part of the assembly.
B. Regulatory Requirements:
1. Safety Glass Standard: Comply with applicable codes, CPSC 16 CFR 1201, and pass ANSI Z97.1.
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2. Fire Rated Glass: Provide glass identical to glass tested per ASTM E163, labeled and listed by UL or other testing and inspection agency acceptable to applicable authorities.
C. Float Glass: Select glazing quality, clear annealed glass, ASTM C1036; nominal thickness 1/4".
1. Manufacturers:
a. Vitro Architectural Glass (formerly PPG).
b. Oldcastle Glazing.
c. Guardian Industries Corp.
d. Substitutions: Refer to Section 01 25 00.
2. Locations: Provide where indicated as clear glass.
D. Tempered Glass: Select glazing quality, clear float glass, fully tempered, ASTM C1048, Kind FT; nominal thickness 1/4"; safety glass.
1. Manufacturers:
a. Vitro Architectural Glass (formerly PPG).
b. Oldcastle Glazing.
c. Guardian Industries Corp.
d. Substitutions: Refer to Section 01 25 00.
2. Locations: Provide at doors and at window openings where required by applicable codes and federal requirements.
E. Laminated Glass: ASTM C1172, Kind LA, two sheets of select glazing quality clear float glass laminated with polyvinyl butyral film, safety glass; laminated layers shall be free of air pockets and foreign substances.
1. Manufacturers:
a. Vitro Architectural Glass (formerly PPG).
b. Oldcastle Glazing.
c. Guardian Industries Corp.
d. Global Security Glazing.
e. Pulp Studio, Inc.
f. Substitutions: Refer to Section 01 25 00.
2. Glass Thickness: 1/4", unless otherwise indicated.
3. Polyvinyl Butyral Core Thickness: Minimum 30 mil.
4. Location: Provide where indicated.
F. Insulated Glass: Preassembled units consisting of organically sealed panes of glass enclosing a hermetically sealed dehydrated air space with minus 20-degree F dew point.
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1. Manufacturers:
a. Vitro Architectural Glass (formerly PPG).
b. Oldcastle Glazing.
c. Guardian Industries Corp.
d. Viracon.
e. Substitutions: Refer to Section 01 25 00.
2. Performance: Certified to ASTM E2190 by Insulating Glass Certification Council.
3. System: Manufacturer's standard dual seal system compatible with glazing system, and including spacers, desiccant, and standard corner construction.
4. Glass: ASTM C1036, select glazing quality clear float glass; nominal 1/4” thick glass.
5. Safety Glass: ASTM C1048, Kind FT, fully tempered select glazing quality clear float glass; nominal 1/4” thick glass; provide at doors and impact areas where safety glass is required by applicable codes and regulations.
6. Total Unit Thickness: 1".
7. Locations: Provide at exterior windows and doors unless otherwise indicated.
G. Spacer Shims: Silicone compatible, 50 durometer hardness; 3" long by 3/32" thick by 1/4" high.
H. Setting Blocks: 70-90 durometer hardness; 4” long by 3/8” thick by 1/4” high standard setting blocks.
I. Glazing Sealant: ASTM C920, Type S, Grade NS, elastomeric one-component silicone glazing sealants as recommended by sealant manufacturer for application involved.
1. Manufacturers:
a. Dow Corning Corp.
b. General Electric Co.
c. Pecora Corp.
d. Substitutions: Refer to Section 01 25 00.
2. Structural and Butt Glazing: Provide high-modulus structural silicone glazing materials recommended by sealant manufacturer for applications where sealant bonds glass to metal system and where sealant bonds glass to glass.
3. Color: As selected by Architect from manufacturer's full range of available colors.
J. Glazing Putty: Linseed oil putty, ASTM C570, Type II; oil and resin base caulking compound for building construction; knife grade.1.
1. Manufacturers:
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a. DAP, Inc.
b. Substitutions: Refer to Section 01 25 00.
PART 3 - EXECUTION
3.1 PREPARATION
A. Clean glazing channels and framing members to receive glass immediately before glazing; remove coatings not firmly bonded to substrate.
B. Apply primer to joint surfaces where recommended by sealant manufacturer.
3.2 INSTALLATION
A. Comply with GANA Glazing Manual and Sealant Manual and glazing manufacturer recommendations and installation instructions.
1. Do not allow glass to touch metal surfaces.
2. Comply with applicable code requirements and NFPA 80 for glass in fire rated openings.
B. Place setting blocks at quarter points in thin course of sealant.
C. Install removable stops with glass centered in space with spacer shims at 2'-0" intervals on both sides of glass, 1/4" below sightline.
D. Sealant Glazing: Fill gap between glass and stops with sealant to depth equal to bite of frame on glass but not more than 3/8" below sightline.
1. Apply sealant to uniform and level line, flush with sightline; tool or wipe sealant surface for smooth appearance; at exterior locations tool sealant so water is carried away from glass.
3.3 CLEANING
A. At areas subject to potential impact mark glass after installation by crossed streamers attached to framing and held away from glass; do not apply markers to surface of glass.
B. Remove nonpermanent labels immediately after sealant cures; cure sealants for high early strength and durability.
C. Remove and replace glass which is broken, chipped, cracked, abraded or damaged during construction period, including natural causes, accidents and vandalism.
END OF SECTION
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09 21 00 - 1 Gypsum Board Assemblies
SECTION 09 21 00
GYPSUM BOARD ASSEMBLIES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: Provide gypsum board systems including gypsum board, light gage metal framing, suspension system for gypsum board systems, joint treatment, acoustical accessories, and general accessories for complete installation.
1. Provide special surface texture finish coat.
B. Related Sections:
1. Section 07 21 00: Building thermal insulation.
1.2 REFERENCES
A. ASTM C754: Installation of Steel Framing Members to Receive Screw-Attached Gypsum Wallboard, Backing Board, or Water-Resistant Backing Board.
B. ASTM C840: Application and Finishing of Gypsum Board.
1.3 ADMINISTRATIVE REQUIREMENTS
A. Design/Build: Provide special engineering for metal framing system to ensure framing heights exceeding manufacturer’s published tables comply with applicable codes and Contract Documents.
B. Coordination, Openings: Obtain dimensions and locations from other trades and provide openings and enclosures for accessories, specialties, equipment, and ductwork.
1.4 SUBMITTALS
A. Product Data: Furnish manufacturer's literature for framing, insulation, gypsum board, and acoustical accessories.
B. Samples: Submit samples of special texture finish.
C. Manufacturer’s Certification: Furnish manufacturer's certification indicating products comply with Contract Documents and applicable codes.
D. Design/Build Certification: Furnish certification by California licensed engineer indicating compliance with Contract Documents and applicable codes.
1. Engineering certification required only where metal framing spans exceed limits included in manufacturer's published tables.
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1.5 QUALITY ASSURANCE
A. Sustainability Requirements: Comply with CALGreen requirements including those relative to finish material pollution control for adhesives, sealants, and caulks.
B. Level 4 Finish Mock-Up: Provide Level 4 finish mock-up not less than 100 square feet in location acceptable to Architect. Approved mock-up may be incorporated into Project.
C. Level 5 Finish Mock-Up: Provide Level 5 finish mock-up not less than 100 square feet in location acceptable to Architect. Approved mock-up may be incorporated into Project.
D. Special Textured Finish Mock-Up: Provide special texture finish mock-up not less than 100 square feet in location acceptable to Architect. Approved mock-up may be incorporated into Project.
1.6 PROJECT CONDITIONS
A. Do not begin installation of interior gypsum board until space is enclosed, space is not exposed to other sources of water, and space is free of standing water.
B. Maintain areas to receive gypsum board at minimum 50-degree F for 48 hours prior to application and continuously after application until drying of joint compound is complete; comply with ASTM C840.
C. Immediately remove from site gypsum board for interior use exposed to water, including gypsum board with water stains, with signs of mold, and gypsum board with mildew.
PART 2 - PRODUCTS
2.1 SYSTEMS MANUFACTURERS
A. National Gypsum Co.
B. Georgia-Pacific Corp.
C. United States Gypsum Co., USG Corp.
D. Substitutions: Refer to Section 01 25 00.
2.2 MATERIALS
A. System Description: Provide gypsum board assemblies including gypsum board, light gage metal framing, suspension system for gypsum board systems, joint treatment, acoustical accessories, and general accessories.
1. Systems Responsibility: Provide products manufactured by or recommended by manufacturer of gypsum board to maintain single-source responsibility for system. 306
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B. Performance Requirements: Perform gypsum board systems work in accordance with recommendations of ASTM C754 and ASTM C840 unless otherwise specified.
1. Loads: Comply with California Building Code requirements for design of metal framing for gypsum board systems.
a. Deflection: Maximum L/240 typical, L/360 where tile is indicated. b. Deflection: Maximum L/240 typical, L/360 where tile or plaster are indicated.
2. Large Format Tile: Comply with Tile Council of North America (TCNA) requirements for metal framing at maximum 16” on center and for maximum deflection of L/720 where large format tile as defined by TCNA is indicated.
C. Regulatory Requirements:
1. Fire-Rated Assemblies: Provide systems listed in applicable code or by Underwriter's Laboratory, Gypsum Association (GA) File No's in GA-600 Fire Resistance Design Manual or other listing approved by applicable authorities.
2. Seismic Requirements: Comply with code requirements for seismic bracing.
D. Framing: Comply with ASTM C754, 20-gage and lighter unless otherwise indicated; provide gages as recommended by manufacturer for spans and loads indicated and as required by applicable codes.
1. Studs: ASTM C645, screw-type Cee-shaped.
a. Shaft Walls: Cee-T or Cee-H shaped studs.
b. Area Separation Walls: Match ClarkDietrich/H-Stud, Breakway Clips System.
2. Runners: Match studs.
3. Furring Members: ASTM C645, screw-type, hat-shaped.
a. Sound Rated Assemblies: Provide resilient channels where indicated and where required to provide required sound transmission classifications. 1) Acceptable Manufacturers:
a) USG/RC-1.
b) ClarkDietrich/RC-Deluxe.
c) Substitutions: Refer to Section 01 25 00.
4. Channels: ASTM C754.
5. Hangers: ASTM A641, Class 1 wire not less than sizes in Table No. 5 of ASTM C754 and as required by applicable codes; hanger rods, flat hangers, and angle-type hangers as required.
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6. Suspension System: ASTM C635, suspension system composed of main beams and cross furring members interlocking to form supporting network; recommended by gypsum board system manufacturer.
7. Fasteners and Anchorages: As recommended by gypsum board system manufacturer.
E. Gypsum Board: Comply with ASTM C840; maximum permissible lengths; ends square cut, tapered edges on boards to be finished.
1. Typical: ASTM C1396, Type X, fire rated gypsum board, unless otherwise indicated.
2. First Layer at Double Layer Applications: ASTM C1396 or ASTM C442, Type X, fire rated gypsum backing board.
3. Mold Resistant Gypsum Board: Provide at high humidity areas not covered with tile including but not limited to kitchens, bathrooms, showers, laundries, and basements.
a. USG/Sheetrock Mold Tough Firecode Core.
b. Georgia Pacific/ToughRock Mold-Guard Fireguard X.
c. National Gypsum/Gold Bond XP Fire-Shield Gypsum Board. d. Substitutions: Refer to Section 01 25 00.
4. Cementitious Backer Units for Fiberglass Wall Panels and Paneled Shower/Tub Surrounds: ANSI A118.9 aggregated Portland cement with woven glass-fiber mesh on both faces; approximately 1/2" thick; UL rated for fire rated assemblies. a. Manufacturers:
1) National Gypsum Co./PermaBase Cement Board.
2) USG Industries, Durabond Division/Durock.
3) Custom Building Products/Wonderboard.
4) James Hardie Building Products/Hardibacker.
5) Substitutions: Refer to Section 01 25 00.
b. Contractor Option Coated Glass Mat Backer Units: Georgia Pacific/DenShield, UL fire rated as required to maintain integrity of fire rated assemblies.
5. Special High Rated STC Walls: Acoustically enhanced gypsum board designed with special layer of damping material sandwiched between two pieces of gypsum board for additional sound damping.
a. National Gypsum/Soundbreak Gypsum Board.
b. Georgia Pacific/ToughRock Sound Deadening Board.
c. USG/Soundboard Drywall.
d. Substitutions: Refer to Section 01 25 00.
6. Abuse Resistant Gypsum Board: Fire rated Type X abuse resistant gypsum board. a. National Gypsum/Hi-Abuse Brand Wallboard.
b. Georgia Pacific/ToughRock Abuse-Resistant Gypsum Board. 308
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c. USG/Sheetrock Abuse-Resistant Gypsum Panels.
d. Substitutions: Refer to Section 01 25 00.
F. Gypsum Board Accessories: Comply with ASTM C840.
1. Provide protective coated steel corner beads and edge trim; type designed to be concealed in finished construction by tape and joint compound.
2. Corner Beads: Manufacturer's standard metal beads.
3. Edge Trim: “J”, "L", "LK", or "LC" casing beads.
4. Reinforcing Tape, Joint Compound, Adhesive, Water, Fasteners: Types recommended by system manufacturer and conforming to ASTM C475. a. Typical Joint Compound: Chemical hardening type for bedding and filling, ready-mixed or powder vinyl type for topping.
5. Control Joints: Back to back casing beads.
a. Back control joints with 4 mil thick polyethylene air seal.
6. Reveals: Extruded aluminum special trim pieces in manufacturer's standard or custom shapes to conform to configurations and dimensions indicated. a. Manufactures:
1) Fry Reglet Corp./Drywall Moldings.
2) Gordon Inc./Final Forms I Drywall Trims.
3) Substitutions: Refer to Section 01 25 00.
7. Surface Texture Coat: Provide manufacturer's standard texture finish materials as required to match approved samples and mock-up; materials to have maximum flame spread of 25 and smoke developed of 450, ASTM E84. a. Light Sand Finish Texture: Match USG/Texture I, light sand finish texture. b. Orange Peel Texture: Match USG/Texture II, orange peel effect. c. Sand Paste Stipple Texture: Match USG/Texolite Sanded Paste Stipple. d. Light Sand Texture: Match USG/Textone Light Sand Texture. e. Special Pattern Texture: Match USG/Textone Smooth Design Texture for special pattern textures as directed by Architect.
f. Ceiling Texture: Match USG/Imperial QT Texture Finish ceiling texture; maximum flame spread of 25.
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G. Acoustical Accessories: Provide as indicated and as required to achieve acoustical ratings indicated.
1. Acoustical Insulation: Preformed mineral fiber, ASTM C665, Type I; friction fit type without integral vapor barrier; as required to meet STC ratings indicated, or of thickness indicated.
2. Acoustical Sealant: ASTM C919, type recommended for use in conjunction with gypsum board. Paintable, non-shrinking and non-cracking where exposed, nondrying, nonskinning, nonstaining, and nonbleeding where concealed. a. Acoustical Sealant Manufacturers:
1) USG/Sheetrock Acoustical Sealant.
2) Tremco/Acoustical Sealant.
3) Pecora/AC-20.
4) Substitutions: Refer to Division 1.
3. Electrical Box Pads: Provide at outlet, switch and telephone boxes in walls with acoustical insulation.
a. Electrical Box Pad Manufacturers for Non-Fire Rated Partitions:
1) Harry A. Lowry & Associates (800.772.2521)/Lowry's Electrical Box Pads. 2) Tremco Sheet Caulking (650.572.1656).
3) Fire rated partition material manufacturers.
4) Substitutions: Refer to Section 01 25 00.
b. Electrical Box Pad Manufacturers for Fire Rated Partitions:
1) Hevi-Duty Nelson (800.331.7325)/Fire Rated FSP Firestop Putty Pads. 2) Specified Technologies, Inc. (800.992.1180)/Fire Putty Pads. 3) Hilti, Corp./Hilti Box Pads.
4) Substitutions: Refer to Section 01 25 00.
H. Fire Rated Assembly Accessories: Provide materials and accessories as required to comply with fire rating requirements of UL, GA or other listing approved by applicable authorities.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Metal Framing Erection: Erect metal framing in accordance with ASTM C754 and manufacturer's recommendations.
1. Install members true to lines and levels to provide surface flatness with maximum variation of 1/8" in 10'-0" in any direction.
2. Door Opening Framing: Install double studs at door frame jambs; install runners on each side of opening at frame head height between jamb studs and adjacent studs. 310
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3. Install metal framing backing where required for support of fixtures, cabinets, accessories and hardware.
4. Coordinate installation of bucks, anchors, blocking, electrical and mechanical work which is to be placed in or behind partition framing; allow items to be installed after framing is complete.
B. Ceiling Framing Installation: Erect in accordance with ASTM C754 and manufacturer's recommendations.
1. Coordinate location of hangers with other work; provide trapeze supports and steel bracing as required to support ceiling.
2. Install ceiling furring independent of walls, columns, and above-ceiling work.
3. Space main carrying channels at maximum 48" on center, not more than 6" from perimeter walls.
a. Lap splices minimum 12" and secure together 2" from each end of splice.
4. Place furring channels perpendicular to carrying channels at maximum 24" on center and not more than 2" from perimeter walls.
5. Lap splices minimum 8" and secure together 2" from each end of splice.
6. Reinforce openings in ceiling suspension system which interrupt main carrying channels or furring channels, with lateral channel bracing; extend bracing minimum 24" past each end of openings.
7. Laterally brace entire suspension system.
C. Gypsum Board Installation: Install in accordance with ASTM C840 and manufacturer's recommendations.
1. Use screws when fastening gypsum board to furring and to framing.
2. Erect gypsum board with ends and edges occurring over firm bearing. a. Ensure joints of second layer do not occur over joints of first layer in double layer applications.
3. For fire rated systems comply with requirements for fire ratings.
4. Place control joints to be consistent with lines of building spaces and as directed by Architect.
a. Provide where system abuts structural elements.
b. Provide at dissimilar materials.
c. Lengths exceeding 30'-0" in partitions.
d. Ceiling areas exceeding 50'-0" or 2500 square feet.
e. Wings of "L", "U" and "T" shaped ceilings.
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5. Place corner beads at external corners; use longest practical lengths.
6. Place edge trim where gypsum board abuts dissimilar materials.
7. Tape, fill, and sand exposed joints, edges, corners and openings to produce surface ready to receive finishes; feather coats onto adjoining surfaces.
8. Finishing: Comply with Gypsum Association (GA) “Levels of Gypsum Board Finish”. a. GA Level 4 (Typical): Provide three-coat finishing and sanding is required for surfaces indicated to be painted; provide flush, smooth joints and surfaces ready for applied paint finishes.
b. GA Level 5 (Where Indicated): Provide skim coat of joint compound over entire gypsum board surface over Level 4 three-coat finish to achieve special smooth surface ready for applied paint finishes.
c. Special Texture Finish Coat: Apply special texture coating over surface indicated to be textured in accordance with manufacturer's recommendations; three-coat finishing not required.
9. Remove and replace defective work.
D. Acoustical Accessories Installation:
1. Place acoustical insulation tight within spaces, around cut openings, behind and around electrical and mechanical items within partitions, and tight to items passing through partitions.
2. Place acoustical sealant within partitions in accordance with manufacturer's recommendations; install acoustical sealant at gypsum board perimeter at:
a. Metal Framing: One or two beads.
b. Base layer and face layer.
c. Penetrations of partitions.
3. Tolerance: Maximum 1/4" space between gypsum board at floor, ceiling, and penetrations and sealed with acoustical sealant.
4. Install electrical box pads with pads molded and pressed on back and all sides of box, closing openings, in accordance with manufacturer's instructions, for complete acoustical barrier.
5. Pressurized Chambers: Install drywall assemblies airtight at air shafts, stairs, air plenums and where indicated on Drawings.
a. Comply with requirements for HVAC system for air pressure requirements.
END OF SECTION
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09 51 00 - 1 Acoustical Ceilings
SECTION 09 51 00
ACOUSTICAL CEILINGS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: Provide suspended acoustical ceiling system with exposed suspended metal grid system, trim, and accessories as required for complete finished installation.
B. Related Sections:
1. Section 09 21 00: Gypsum board suspended ceiling systems.
2. Divisions 21 through 28: Facilities services for ceiling penetrations.
1.2 REFERENCES
A. ASTM C635: Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings.
B. ASTM C636: Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings.
C. ASTM E580: Application of Ceiling Suspension Systems for Acoustical Tile and Lay-In Panels in Areas Requiring Seismic Restraint.
1.3 ADMINISTRATIVE REQUIREMENTS
A. Coordination: Coordinate installation of acoustical ceiling systems with items installed above ceilings to ensure work above ceilings is complete, ceiling space allows for concealed items while allowing required ceiling heights, and building is enclosed.
1.4 SUBMITTALS
A. Product Data: Furnish manufacturers' literature.
B. Shop Drawings: Clearly indicate grid layout and related dimensioning, junctions with other work and ceiling finishes, and inter-relation of mechanical and electrical items related to system.
C. Samples: Furnish samples of exposed grid finish and each type of ceiling unit.
1.5 QUALITY ASSURANCE
A. Installer Qualifications: Firm with minimum five years successful experience in projects of similar type and scope; acceptable to manufacturer of integrated acoustical ceiling system. 313
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1.6 SITE CONDITIONS
A. Do not install ceilings until building is enclosed, sufficient heat is provided, dust generating activities have terminated and overhead mechanical work is completed, tested and approved.
1. Do not allow acoustical ceiling units to be exposed to moisture; immediately remove acoustical ceiling units with stains, units with signs of mold, and units with mildew.
B. Allow wet work to dry prior to commencement of installation.
C. Maintain uniform temperatures of minimum 60 degrees F and humidity of 20% to 40% prior to, during and after installation.
PART 2 - PRODUCTS
2.1 SYSTEMS MANUFACTURERS
A. Armstrong World Industries, Inc.
B. CertainTeed.
C. Rockfon North America, Chicago Metallic Corp.
D. USG Corporation.
E. Substitutions: Refer to Section 01 25 00.
2.2 MATERIALS
A. System Description: Provide acoustical ceiling systems with exposed suspended metal grid system, trim, and accessories as required for complete finished installation.
B. Regulatory Requirements:
1. Seismic Design Requirements: Comply with California Building Code requirements for seismic bracing of ceiling suspension system, and with ASTM E580. a. Ceiling Struts: Provide struts as detailed on Drawings and as required by code, placed maximum 12'-0" on center in both directions and within 6'-0" of each wall. b. Slack Wires: Provide safety slack wires, two per fluorescent fixture on diagonally opposite corners and a single wire for each recessed down light.
2. Fire Performance Characteristics: Provide products listed by Underwriters Laboratories (UL) or other independent testing laboratory acceptable to applicable authorities. a. Flame Spread/Smoke Density: Provide products meeting code requirements for maximum 25 flame spread and maximum 450 smoke developed. 314
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C. Suspension Systems: Comply with ASTM C635, as applicable to type of suspension system required for type of ceiling units indicated.
1. Grid System:
a. Exposed Grid System: Standard 1" nominal face width, direct hung, aluminum or steel "T" exposed grid system.
2. Attachment Devices: Size for 5 times design load indicated in ASTM C635, Table 1, Direct Hung.
3. Hanger Wires: Galvanized carbon steel, ASTM A641, soft temper, pre-stretched, yieldstress load of at least three times design load, but not less than 12-gage.
4. Straps, Tubes and Angles: Provide galvanized steel as required to meet state and local requirements for seismic design loads.
5. Structural Class: Minimum intermediate-duty system.
6. Edge Molding: Manufacturer's standard angle molding for edges and penetrations of ceiling, with single flange of molding exposed.
7. Finish of Exposed Items: Manufacturer's standard white baked enamel.
8. Maximum Allowable Deflection: L/360.
D. Acoustical Panels: ASTM E1264 type and form as indicated on Finish Schedule, as selected by Architect from manufacturer’s full range of panels where not otherwise indicated.
1. Panels: Mineral composition lay-in ceiling panels with reveal edge designed to be compatible with specified suspension system.
2. Texture: Light fissured panels unless otherwise indicated on Drawings.
3. Size: 2'-0" by 4'-0", except where otherwise indicated on Drawings.
4. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
PART 3 - EXECUTION
3.1 PREPARATION
A. Furnish layouts for inserts, clips and other supports required to be installed by other trades for support of acoustical ceilings.
1. Install inserts, clips, and supports where not previously installed and where additional supports are required for complete installation.
B. Measure ceiling area and establish layout of acoustical units to balance border widths at opposite edges of each ceiling; do not use less than half width units at borders. 315
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C. Coordinate with other work supported by or penetrating through ceilings, including integral air handling systems, light fixtures, and other systems.
3.2 INSTALLATION
A. Install acoustical ceiling systems in accordance with manufacturer's recommendations and ASTM C636.
1. Coordinate installation of air handling systems and electrical systems integral with integrated acoustic ceiling systems.
2. Finished Ceilings: True to lines and levels and free from warped, soiled or damaged grid or acoustical units.
B. Install ceiling systems in a manner capable of supporting superimposed loads, with maximum permissible deflection of 1/8" in 10'-0".
C. Install after major above-ceiling work is complete; coordinate location of hangers with other work.
1. Ensure suspension system is located to accommodate fittings and units of equipment which is to be placed after installation of ceiling grid.
D. Where ducts or other equipment prevent regular spacing of hangers, reinforce nearest adjacent hangers and related carrying channels as required to span required distance.
E. Install ceiling suspension system to resist seismic loads as required by state and local codes, including extra hanger wires and compression supports for ceilings and light fixtures.
F. Hang system independently of walls, columns, ducts, pipes and conduit. Where suspension system members are spliced, avoid visible displacement of the longitudinal axis or face plane of adjacent members.
G. Do not support lighting fixtures from or on main runners or cross runners if weight of fixture causes total dead load to exceed deflection capability.
1. Support fixture loads independently or provide supplementary hangers located within 6" of each corner.
H. Do not install fixtures so main runners and cross runners are eccentrically loaded; where fixture installation would produce rotation of runners, provide stabilizer bars.
I. Install edge moldings at intersection of ceiling and vertical surfaces, using maximum lengths, straight, true to line and level; miter corners.
1. Provide edge moldings at junctions with other ceiling finishes.
J. Where required form expansion joints to accommodate movement and maintain visual closure without distorting system.
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K. Fit acoustic units in place, free from damaged edges or defects detrimental to appearance and function.
1. Lay directionally patterned units one way with pattern as directed.
2. Fit border units neatly against abutting surfaces.
L. Install system level, in uniform plane and free from twist, warp and dents.
M. Install hold-down clips where required by applicable codes and where ceiling is within 20'-0" of an exterior door.
3.3 ADJUSTING
A. Adjustment: Adjust sags or twists which develop in ceiling system and replace any part which is damaged or faulty.
END OF SECTION
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09 65 10 - 1 Resilient Base
SECTION 09 65 10
RESILIENT BASE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: Provide resilient base and accessories as required for complete finished installation.
B. Related Sections:
1. Section 09 68 10: Carpet tile edge strips.
1.2 SUBMITTALS
A. Product Data: Furnish manufacturer's product literature.
B. Samples: Furnish samples of each base color and type.
1.3 QUALITY ASSURANCE
A. Sustainability Requirements: Comply with CALGreen requirements including those relative to finish material pollution control for adhesives and resilient flooring.
1.4 SITE CONDITIONS
A. Comply with manufacturer recommendations for site conditions but not less than following; maintain minimum 70-degree F air temperature at installation area for three days prior to, during, and for 24 hours after installation.
B. Store materials in area of application; allow three days for material to reach same temperature as area.
PART 2 - PRODUCTS
2.1 SYSTEMS MANUFACTURERS
A. Johnsonite, Inc.
B. Burke Flooring, Division of Burke Industries.
C. Roppe Rubber Corporation.
D. Armstrong World Industries.
E. Flexco Co.
F. Allstate Rubber Corp.
G. Substitutions: Refer to Section 01 25 00.
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2.2 MATERIALS
A. System Description: Provide resilient base and accessories as required for complete finished installation.
B. Performance Requirements: Provide materials tested under ASTM E648, Flooring Radiant Panel Test, with results of 0.45 watts/sq. cm or higher.
C. Resilient Base: Conform to ASTM F1861, with premolded end stops and external corners; 1/8" gage; provide coved base at hard floor surfaces, straight base at carpet unless otherwise indicated.
1. Type: Molded rubber, available in 4’ lengths.
2. Height: 4" unless otherwise indicated.
3. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
D. Primers and Adhesives: Water-resistant nontoxic types recommended by base manufacturer for specified material and application.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Apply to walls, columns, pilasters, casework, and other permanent fixtures in rooms and areas where base is required.
1. Fit base joints tight and vertical.
2. Maintain minimum measurement of 18" between joints.
B. Miter internal corners; use molded sections for external corners and exposed ends.
C. Install base on solid backing, adhere tightly to wall and floor surfaces; fill voids along top edge of base with manufacturer's recommended adhesive filler.
D. Scribe and fit to door frames and other obstructions.
E. Install straight and level to variation of plus or minus 1/8" over 10'-0".
3.2 CLEAN-UP
A. Remove excess adhesive from floor, base and wall surfaces without causing damage.
B. Clean surfaces in accordance with manufacturer's recommendations.
END OF SECTION
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09 65 20 - 1 Resilient Tile Flooring
SECTION 09 65 20
RESILIENT TILE FLOORING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: Provide resilient tile flooring and accessories as required for complete finished installation.
B. Related Sections:
1. Section 09 65 10: Resilient base.
2. Section 09 68 10: Carpet tile edge strips.
1.2 SUBMITTALS
A. Product Data: Furnish manufacturer's product literature.
B. Samples: Furnish samples of each type of flooring color and pattern.
1.3 QUALITY ASSURANCE
A. Sustainability Requirements: Comply with CALGreen requirements including those relative to finish material pollution control for adhesives and resilient flooring.
1.4 SITE CONDITIONS
A. Ensure floor surfaces are smooth and flat with maximum variation of 1/8" in 10'-0".
B. Ensure concrete floors are dry and exhibit negative alkalinity, carbonizing, and dusting.
C. Maintain minimum 70-degree F air temperature at flooring installation area for three days prior to, during, and for 24 hours after installation.
D. Store flooring materials in area of application; allow three days for material to reach same temperature as area.
PART 2 - PRODUCTS
2.1 SYSTEMS MANUFACTURERS
A. Armstrong World Industries, Inc.
B. Congoleum Corp.
C. Tarkett Inc/Azrock.
D. Armstrong World Industries.
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E. Tarkett Inc./Azrock.
F. Flexco Flooring.
G. Burke Mercer.
H. Johnsonite, Inc.
I. Flexco Flooring.
J. Freudenberg Building Systems, Inc. (NORA).
K. Substitutions: Refer to Section 01 25 00.
2.2 MATERIALS
A. System Description: Provide resilient tile flooring and accessories.
B. Regulatory Requirements, Flammability: Provide materials tested under ASTM E648, Flooring Radiant Panel Test, with results of 0.45 watts/sq cm or higher.
C. Regulatory Requirements, Slip-Resistance:
1. Slip-Resistant Hard Surfaces: Hard surface finishes to comply with requirements of authorities having jurisdiction for slip-resistant hard surfaces, including general code requirements and requirements for access for persons with disabilities.
D. Vinyl Composition Tile (VCT): 12" by 12" by 1/8" thick; vinyl composition tile conforming to ASTM F1066, Composition 1.
1. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
E. Resilient Luxury Solid Vinyl Tile: 12" by 12" by 1/8" thick; solid vinyl tile conforming to ASTM F1700.
1. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
F. Resilient Rubber Tile: 12" by 12" by 1/8" thick; solid vinyl tile conforming to ASTM F1344, Class 1B.
1. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
G. Edge Strips: Homogeneous vinyl or rubber, tapered or bullnose edge, color as selected by Architect.
H. Sub-Floor Filler: White premixed latex-cement paste designed for providing thin solid surface for leveling and minor ramping of subsurface to adjacent floor finishes.
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I. Primers and Adhesives: Waterproof nontoxic types as recommended by flooring manufacturer for specified material and application.
J. Sealer and Wax: Type recommended by flooring manufacturer for material type and location.
PART 3 - EXECUTION
3.1 PREPARATION
A. Conform to manufacturer's recommendations for preparation and to ASTM F710.
B. Remove sub-floor ridges and bumps; fill low spots, cracks, joints, holes and defects with subfloor filler.
C. Clean floor and apply, trowel and float filler to leave smooth, flat hard surface; prohibit traffic until filler is cured.
D. Test substrate for moisture content in accordance with flooring manufacturer recommendations; where moisture content exceeds recommendations take measures recommended by flooring manufacturer.
3.2 INSTALLATION
A. Conform to manufacturer recommendations and installation instructions.
1. Open floor tile cartons, enough to cover each area, and mix tile to ensure shade variations do not occur within any one area.
B. Spread cement evenly in quantity recommended by manufacturer to ensure adhesion over entire area of installation; spread only enough adhesive to permit installation of flooring before initial set.
C. Set flooring in place using methods to ensure full adhesion.
D. Lay flooring with joints parallel to building lines to produce symmetrical pattern.
E. Install minimum 1/2 tile at room and area perimeter.
F. Terminate resilient flooring at centerline of door openings where adjacent floor finish is dissimilar.
G. Install edge strips at unprotected and exposed edges.
H. Scribe flooring to walls, columns, floor outlets and other appurtenances, to produce tight joints.
I. Consult with Architect for floor pattern desired in each area.
J. Edge Strips: Install where edge of tile would otherwise be exposed; butt to flooring without gaps; set in adhesive.
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3.3 CLEAN-UP AND PROTECTION
A. Remove excess adhesive from floor, base and wall surfaces without causing damage.
B. Clean, seal and wax floor surfaces in accordance with manufacturer's recommendations.
C. Prohibit traffic from floor for 48 hours after installation.
END OF SECTION
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09 68 10 - 1 Tile Carpeting
SECTION 09 68 10
TILE CARPETING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: Provide carpet tile including edge strips where carpeting terminates at other floor finishes and accessories as required for complete finished installation.
B. Related Sections:
1. Section 09 68 00: Broadloom type carpeting.
1.2 SUBMITTALS
A. Product Data: Prior to final acceptance of carpet tile installation, submit manufacturer's detailed maintenance recommendations for care, cleaning and repair of carpet tiles installed.
B. Shop Drawings: Clearly indicate carpet tile layout, direction of carpet tiles, adhesive to be used, method of integrating edge strips with carpet tile, and installation procedures.
C. Samples: Submit samples of each carpet tile type and color, and of each color of edge strip.
D. Certificate of Compliance: Furnish manufacturer's certificate of compliance stating each material delivered conforms to Specifications.
E. Maintenance Recommendations: Prior to final acceptance of carpet tile installation, furnish carpet tile manufacturer's detailed maintenance recommendations for care, cleaning and repair of carpet tiles installed.
F. Maintenance Materials: Submit unused carpet tiles. Box unused carpet tiles and mark boxes indicating color and location installed.
1.3 QUALITY ASSURANCE
A. Sustainability Requirements: Comply with CALGreen requirements including those relative to finish material pollution control for carpet systems and adhesives.
B. Installer Qualifications: Firm with minimum five years successful experience in carpet tile installation and approved by carpet tile manufacturer.
1. Upon request, submit letter from carpet manufacturer stating installer is acceptable.
C. Mock-Up: Provide minimum 12' by 12' mock-up of carpet tile for approval prior to beginning installation; approved mock-up may be incorporated into finished installation. 324
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1.4 PROJECT CONDITIONS
A. Do not commence carpet tile installation until painting and finishing work is complete and ceiling and other overhead work has been tested, approved and completed, unless specifically approved.
B. Maintain room temperature at minimum 60 degrees F for at least 24 hours prior to installation; relative humidity shall be approximately that at which area is to be maintained.
C. Schedule, receive, and place carpet tile on floors indicated; protect from soiling and damage during transit, storage, and installation.
1.5 WARRANTY
A. Extended Correction Period: Provide for promptly making good or replacing defective materials or workmanship. Repairs shall take place within ten days of written notification.
1. Period: Two years.
PART 2 - PRODUCTS
2.1 SYSTEMS MANUFACTURERS
A. Collins and Aikman Corp.
B. Bentley Prince Street.
C. Interface Flooring Systems, Inc.
D. Lees Carpets, Division of Burlington, Inc.
E. Shaw Commercial Carpets.
F. Manufacturers listed on Finish Schedule.
G. Substitutions: Refer to Section 01 25 00.
2.2 MATERIALS
A. System Description: Provide carpet tile including edge strips where carpeting terminates at other floor finishes and accessories.
B. Regulatory Requirements: Carpet tiles shall have passed following fire and smoke tests.
1. DOC-FF-1-70: Pass.
2. ASTM E662 (Smoke Denveloped): 450 or less.
3. ASTM E648 or NFPA 253 (Flooring Radiant Panel Test): 0.45 or higher.
C. Design Criteria: Provide carpet materials that bear Carpet and Rug Institute “Green Label Plus”.
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D. Performance Requirements, Static: Carpet tile shall develop less than 3.0 kilovolts of static at 70 degrees F and 20 percent relative humidity.
E. Carpet Tile: Types as indicated on Finish Schedule; where carpet tile is not indicated provide as directed by Architect based on following criteria.
1. Yarn: 6.6 or later generation continuous filament soil hiding nylon.
2. Face Weight: Minimum 30 oz. per square yard.
3. Tile Size: As indicated, as selected by Architect from manufacturer’s full range of carpet tile sizes where not indicated.
4. Pile Height: Maximum 1/2”.
5. Backing: Integrated polyurethane cushion; no latex backing permitted.
6. Antimicrobial Treatment: Provide to inhibit growth of bacteria, mold, and mildew.
7. Soil-Resistant Treatment: Manufacturer’s standard integral stain resistance.
8. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
F. Adhesive: Nontoxic type recommended by carpet tile manufacturer to suit application and expected service.
G. Leveling and Ramping Material: Latex-cement material designed for providing thin solid surface for leveling and minor ramping of subsurface to adjacent floor finishes.
1. Use material capable of being applied and feathered out to adjacent floor without spalling.
H. Edge Strips: Vinyl or rubber.
1. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
I. Accessories: Provide as required for complete finished installation.
PART 3 - EXECUTION
3.1 PREPARATION
A. Clean floors of dust, dirt, solvents, oil, grease, paint, plaster and other substances detrimental to proper performance of adhesive and carpet tile; allow floors to thoroughly dry.
B. Ensure floors are level, with maximum surface variation of 1/4" in 10 feet.
C. Ensure concrete floors are free from scaling and irregularities and exhibit neutrality relative to acidity and alkalinity.
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D. Use leveling and ramping material to patch cracks, small holes, leveling and for ramping to provide finished carpet tile within 1/2" of adjacent flooring materials.
E. Test substrate for moisture content in accordance with flooring manufacturer recommendations; where moisture content exceeds recommendations take measures recommended by flooring manufacturer.
3.2 INSTALLATION
A. Install carpet tiles in accordance with manufacturer's recommendations and installation instructions.
1. Adhere tiles to subfloor unless otherwise approved.
B. Prime substrate if required and as recommended by manufacturer. Spread adhesive in quantity recommended by manufacturer to ensure proper adhesion. Apply only enough adhesive to permit proper adhesion of carpet tile before initial set.
C. Lay carpet tile with run of pile in direction of anticipated traffic; do not change run of pile in any one room or from one room to next where continuous through a wall opening.
1. Finished installation to provide monolithic carpet tile appearance as approved by Architect.
D. Cut and fit carpet tile neatly around projections through floor and to walls and other vertical surfaces.
E. Fit carpet tiles snugly to walls or other vertical surfaces, leaving no gaps.
F. Lay installation tight and flat to subfloor well fastened and uniform in appearance; ensure monolithic color, pattern and texture match within any one area.
G. Edging Strips: Install in accordance with manufacturer recommendations and installation instructions.
1. Install edging strips where carpet terminates at other floor coverings.
2. Use full length pieces only, butt tight to vertical surfaces. Where splicing cannot be avoided, butt ends tight and flush.
H. Do not place heavy objects such as furniture on carpet tiled surfaces for not less than 24 hours or until adhesive is set.
3.3 CLEANING
A. Upon completion of carpet tile installation in each area, visually inspect carpet tile installed in that area and immediately remove dirt, soil and foreign substance from exposed face.
B. Clean in accordance with manufacturer's recommendations.
C. Inspect adjacent surfaces and remove marks and stains caused by carpet tile installation. 327
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D. Remove packaging materials, carpet tile scraps, and other debris from carpet tile installation.
END OF SECTION
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09 90 00 - 1 Painting and Coating
SECTION 09 90 00
PAINTING AND COATING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: Provide painting and finishing of exposed items and surfaces requiring field painting and finishing including shop primed items.
1. Specified surface preparation, priming and coats of paint are in addition to shop-priming and surface treatment specified under other sections of work.
2. Painting and finishing include field finishing of exterior and interior items not listed as "Surfaces not to be Painted" unless clearly indicated otherwise.
3. Painting and finishing include field finishing of select shop finished items such as mechanical grilles and registers and shop primed items such as access panels and louvers in doors, to match adjacent surfaces.
a. Match adjacent surfaces in color and sheen unless otherwise indicated.
4. Field paint exposed bare and covered pipes, ducts, and hangers, exposed steel and iron work, and primed metal surfaces of equipment installed under mechanical and electrical work in occupied spaces.
B. Surfaces Not to be Painted:
1. Finished items including finished metal surfaces.
2. Labels: Keep equipment identification and fire rating labels free of paint.
C. Related Sections: Shop priming of ferrous metal items is included under various Specification sections.
1.2 SUBMITTALS
A. Product Data: Submit manufacturer's technical information, including paint label analysis and application instructions for each material.
B. Samples: Submit samples for review of color and texture; provide list of material and application for each coat of each finish sample.
1. Field Samples: Duplicate painted finishes of approved samples on actual components for approval prior to commencing work.
a. Size: Minimum 100 sf located where approved.
b. Components: One full component as directed.
C. Manufacturer Certificates: Furnish certificates from each manufacturer stating materials are top quality lines and suitable for intended use on this Project. 329
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1.3 QUALITY ASSURANCE
A. Sustainability Requirements: Comply with CALGreen requirements including those relative to finish material pollution control for paints and coatings.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials to job site in original, new and unopened packages and containers bearing manufacturer's name and label, with:
1. Name of material, color and sheen.
2. Manufacturer's name, stock number and date of manufacture.
3. Contents by volume, for major pigment and vehicle constituents.
4. Thinning and application instructions.
1.5 SITE CONDITIONS
A. Apply water-base paints when temperature of surfaces and surrounding air are between 50 and 90-degrees F.
B. Do not apply paint in rain, fog or mist; or when relative humidity exceeds 85 percent; or to damp or wet surfaces.
C. Painting may be continued during inclement weather if areas to be painted are enclosed and heated within temperature limits specified.
D. Provide additional temporary ventilation during interior application of paints to eliminate volatile organic compound (VOC) emissions from interior spaces as quickly as possible.
PART 2 - PRODUCTS
2.1 SYSTEMS MANUFACTURERS
A. Sherwin-Williams Co.
B. Pittsburgh Paints, PPG Pittsburgh Paints
C. Dunn-Edwards Corp.
D. Vista Paint Co.
E. Substitutions: Refer to Section 01 25 00.
2.2 MATERIALS
A. System Description: Provide painting and finishing of exposed items and surfaces requiring field painting and finishing including shop primed items.
1. Definition: "Painting" and “coating” as used herein means systems including primers, emulsions, enamels, stains, sealers and fillers, whether used as prime, intermediate or finish coats.
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B. Regulatory Requirements:
1. Volatile Organic Compound (VOC) Emissions: Furnish materials approved for use by applicable air quality management district for limitations of volatile organic compounds for architectural or special coatings as applicable.
C. Material Quality: Provide top line quality commercial grade (professional painter) paints; materials not bearing manufacturer's identification as their top line product shall not be acceptable.
1. Primers: Provide premium grade primers recommended by paint manufacturer for substrates indicated and for finish systems specified.
2. Undercoats and Barrier Coats: Provide undercoat paints produced by same manufacturer as finish coats; use only thinners approved by paint manufacturer and use only within recommended limits.
3. Finish Coats: Provide finish coats capable of being washed with mild detergent without loss of color, sheen, or pigments.
a. Color pigments: Pure, non-fading, applicable types to suit substrates and service indicated; no lead content permitted.
4. Finish Coat Coordination: Provide finish coats which are compatible with prime paints, undercoats, and barrier coats used.
a. Review other Specification sections in which prime paints are provided; ensure compatibility of total coatings systems.
b. Upon request from other trades furnish information on characteristics of finish materials proposed for use.
c. Provide barrier coats over incompatible primers or remove and prime as required. d. Notify Architect in writing of any anticipated problems in use of specified coating systems with substrates primed by others.
D. Colors and Finishes: Prior to commencement of painting work, Architect will furnish color chips for surfaces to be painted.
1. Use of proprietary names in color selection is not intended to imply exclusion of equivalent products of other manufacturers.
2. Final acceptance of colors will be from samples applied on site.
3. Colors: Where color is not indicated on Drawings or Finish Schedule, provide standard color as directed by Architect.
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PART 3 - EXECUTION
3.1 PREPARATION
A. Inspection: Examine areas and conditions under which painting work is to be applied.
1. Start of painting work indicates acceptance of surfaces and conditions of surfaces and conditions within any area.
2. Where exposed items or surfaces are not specifically mentioned in Schedules, paint same as adjacent similar materials or areas.
3. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to a durable paint film.
B. Perform preparation and cleaning procedures in accordance with paint manufacturer's instructions and as specified for substrate condition.
1. Existing Painted Finishes:
a. Clean existing painted surfaces and remove oil, grease, dust, stains, scale, efflorescence, mildew, mold, algae, blisters, and non-adhering paint. b. Measure adhesion of existing paints using ASTM D3359 tape test; remove existing coatings where poor adhesion is indicated.
c. Feather edges of severely deteriorated paint where several coats are removed as part of cleaning, to provide smooth transition for new paint. d. Fill holes, cracks, and defects and fill and sand smooth, ready for new paint finish.
C. Remove hardware, accessories, and items in place and not to be painted, or provide protection prior to surface preparation and painting; after painting reinstall removed items.
D. Clean surfaces before applying paint; remove oil and grease prior to mechanical cleaning; program cleaning so contaminants from cleaning process do not fall onto wet, newly painted surfaces.
E. Ferrous Metals: Touch up shop-applied prime coats wherever damaged using same type of primer as applied in shop or barrier coat compatible with finish paint.
1. Galvanized Surfaces: Clean free of oil and surface contaminants, using non-petroleumbased solvent; primer and touch-up primer to be zinc-rich primer.
F. Mix painting materials in accordance with manufacturer's directions.
G. Store materials in tightly covered containers; maintain containers used in storage, mixing and application of paint in a clean condition, free of foreign materials and residue. 332
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H. Stir materials before application to produce mixture of uniform density and stir as required during application; do not stir surface film into material, if necessary, strain material before using.
3.2 APPLICATION
A. Apply paint in accordance with manufacturer's directions; use applicators and techniques best suited for substrate and type of material being applied.
1. Apply additional coats when stains or blemishes show through final coat, until paint is a uniform finish, color and appearance.
2. Provide extra attention during application to assure dry film thickness at corners and crevices is equivalent to that of flat surfaces.
3. Sand lightly between coats when recommended by system manufacturer.
B. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated or prepared for painting as soon as practicable after preparation.
1. Allow time between successive coatings to permit proper drying.
2. Do not recoat until paint feels firm and does not deform or feel sticky under moderate thumb pressure.
C. Minimum Coating Thickness: Apply materials at not less than manufacturer's recommended spreading rate, to establish a total dry film thickness as recommended by coating manufacturer.
D. Prime Coats: Apply to items not previously primed; recoat primed and sealed surfaces where there is evidence of suction spots or unsealed areas in first coat.
E. Finish Coats: Provide even texture; leave no laps, irregularity in texture, skid marks, or other surface imperfections.
1. Opaque Finishes: Provide opaque, uniform finish, color and coverage; cloudiness, spotting, holidays, brush marks, runs, sags, ropiness, and other surface imperfections are not acceptable.
F. Completed Work: Match approved samples for color, texture and coverage; remove, refinish or repaint work not accepted.
3.3 PAINTING SCHEDULE
A. Exterior Work: Provide following paint systems and sheens unless otherwise indicated.
1. Metal: Semigloss sheen.
a. 1st Coat: Touch-up primer, prime if none.
b. 2nd and 3rd Coat: Exterior 100% acrylic enamel.
2. Metal: High-performance coating specified in Section 09 96 70. 333
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a. Refer to Section 09 96 80 – Elastomeric Coating.
3. Traffic Line Paint: Manufacturer's standard sheen; colors as required by line or symbol; blue for handicapped parking spaces.
a. 1st and 2nd Coat: Water based acrylic/epoxy traffic line paint; other systems subject to prior approval by Architect.
3.2 CLEAN-UP, PROTECTION, AND REPAIR
A. Clean-Up: During progress of work, remove discarded paint materials, rubbish, cans and rags from site at end of each workday.
1. Clean glass and paint-spattered surfaces immediately by proper methods of washing and scraping, using care not to scratch or damage finished surfaces.
B. Protection: Protect work of other trades, whether to be painted or not; correct damage by cleaning, repairing or replacing, and repainting, as acceptable to Architect.
1. Provide "Wet Paint" signs to protect newly painted finishes.
2. Remove temporary protective wrappings provided by others for protection of their work, after completion of painting operations.
C. Repair: At completion of work of other trades, touch-up and restore damaged surfaces or defaced painted surfaces.
END OF SECTION
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10 11 00 - 1 Visual Display Boards
SECTION 10 11 00
VISUAL DISPLAY BOARDS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: Provide visual display boards including liquid marker type whiteboards and cork tackboards with trim, hardware, and accessories as required for complete installation.
1. Provide horizontal sliding visual display boards where indicated.
2. Provide vertical sliding visual display boards where indicated.
1.2 SUBMITTALS
A. Shop Drawings: Clearly indicate board sizes and layout, method of attachment, accessories, trim profiles, details and finish.
B. Samples: Furnish sample whiteboard and tackboard surfaces with samples of aluminum trim and chalk rail, in selected colors and finish.
1.3 DELIVERY, STORAGE, AND HANDLING
A. Do not deliver materials to site until areas in which they are to be installed are ready to receive them.
B. Deliver materials to site in protective covering in a manner to protect finishes.
PART 2 - PRODUCTS
2.1 SYSTEMS MANUFACTURERS
A. Claridge Products and Equipment, Inc.
B. Greensteel Division of PolyVision Corporation.
C. ADP Lemco Inc.
D. AARCO Products Inc.
E. K-PRO Specialty Products.
F. Substitutions: Refer to Section 01 25 00.
2.2 MATERIALS
A. System Description: Provide visual display boards including liquid marker type whiteboards and cork tackboards with trim, hardware, and accessories.
B. Steel Sheet for Porcelain Enameling: ASTM A424, minimum 24 gage. 335
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C. Aluminum Extrusions: ASTM B221, minimum 0.062" wall thickness.
D. Aluminum Sheet: ASTM B209, minimum 0.015" thick.
E. Galvanized Steel Sheet: ASTM A1011 or A1008, Class 1; ASTM A924 and A653, G90 coating; minimum 26 gage (0.0179").
F. Tempered Hardboard: Manufacturer's standard material.
G. Plywood: PS 1, manufacturer's standard.
2.3 FABRICATION
A. Whiteboards: Porcelain writing surface manufactured specifically for use with liquid marker systems.
1. Type:
a. Claridge/LCS Liquid Chalk System.
b. Greensteel/Dry Marker Board.
c. ADP Lemco/Markerboards.
d. AARCO/Porcelain Steel Markerboards.
e. K-PRO/Porcelain Steel Markerboards.
f. Substitutions: Refer to Section 01 25 00.
2. Core: Minimum 3/8" thick plywood.
3. Balance porcelain writing surface with aluminum or sheet steel backing, aluminum foil is not acceptable.
4. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
5. Accessories: Provide manufacturer's standard accessories including map hooks and projection screen hooks.
B. Tackboard: Natural dense, self-healing cork surface with cloth backing mounted on manufacturer's standard backing.
1. Type:
a. Claridge/Cortex.
b. Greensteel/Cork Tac-Tex.
c. ADP Lemco/Colored Cork Tack Boards.
d. AARCO/VIC Corkboards.
e. K-PRO/1/4” Cork ProCork Tackboards.
f. Substitutions: Refer to Section 01 25 00.
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C. Tackboards: 1/4" thick cork face laminated to 1/4" thick tempered hardboard backing, with pliable vinyl surface; edges wrapped; factory applied aluminum trim to match whiteboard trim.
1. Type:
a. Claridge/Fabricork Vinyl Tackboards.
b. Greensteel/Vinyl Tac-Tex.
c. ADP Lemco/Vinyl Covered Cork Tackboards.
d. AARCO/Burlap-Weave Vinyl Display Panels.
e. K-PRO/Vinyl over Cork Underlaminate.
f. Substitutions: Refer to Section 01 25 00.
2. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
3. Accessories: Provide map hooks and projection screen hooks.
D. Frames: Extruded aluminum, factory applied, concealed fastening; integral chalk rail with molded end closures; anodized finish, matching Architect-approved sample.
1. Framed Units: Fabricate one-piece units without joints unless sizes indicated are not available as one-piece units.
a. Multiple Units: Provide joints located at whiteboard and tackboard intersection or at areas as approved by Architect; concealed splice joints typical.
b. Factory Fabricate: Factory fabricate except where too large for shipping.
E. Attachment Hardware: Manufacturer's standard fully concealed attachment system for securing units to wall surfaces.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Securely mount whiteboards and tackboards in accordance with manufacturer's recommendations, level and true to line.
1. Multiple Units: Provide flush, butt, hairline joints to ensure a smooth writing surface between whiteboards.
2. Sliding Units: Provide rattle and chatter-free operation; boards to move with maximum 5-pounds pressure and to stop and hold in any position.
B. Cleaning: At completion of work, clean surfaces and trim, leaving ready for use.
END OF SECTION
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SECTION 10 14 00
SIGNAGE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: Provide general signage as indicated complete with attachment devices and accessories as required for complete installation.
B. Related Sections:
1. Section 09 90 00: Traffic line paint.
2. Section 10 44 00: Fire extinguisher cabinet graphics.
1.2 SUBMITTALS
A. Product Data: Furnish manufacturer's literature and indicate each sign type, style, color, and method of attachment.
B. Shop Drawings: Furnish listing of sign types, lettering and locations, along with dimensions of each sign.
1. Computerized Output: Furnish computerized samples of signs and graphics at full scale duplicating final appearance.
2. Dimensional Letter Signs: Furnish complete shop drawings regarding fabrication and method of attachment of dimension letter signs.
3. Photoluminescent Egress Path Signage: Submit complete shop drawings indicating locations of luminous egress path markings and signage.
C. Samples: Furnish full size samples where requested.
D. Certification: Furnish manufacturer certification that photoluminescent egress path markings and signage conform to California Building Code requirements.
1.3 QUALITY ASSURANCE
A. Sustainability Requirements: Comply with CALGreen requirements including those relative to finish material pollution control for adhesives.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Package separately or in like groups of names, labeled as to names enclosed; include installation template, attachment system and installation instructions. 338
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PART 2 - PRODUCTS
2.1 SYSTEMS MANUFACTURERS
A. ASI Modulex, ASI Sign Systems, Inc.
B. Mohawk Sign Systems.
C. Vomar Products, Inc.
D. Substitutions: Refer to Section 01 25 00.
2.2 MATERIALS
A. System Description: Provide signage as indicated with attachment devices and accessories.
B. Regulatory Requirements: Provide signs for assuring access for persons with disabilities in accordance with state and federal regulations.
1. California Regulations: Comply with California Building Code.
2. Federal Regulations: Comply with Americans with Disabilities Act (ADA) Standards.
C. Dimensional Letter Signage: Provide individual letter signs as indicated.
1. Aluminum: Manufacturer's standard for individual letter signs. a. Finish: Clear anodized finish, AA-M12C22A41, Class I, AAMA 607.1.
2. Stainless Steel: ASTM A666, Type 304 nonmagnetic corrosion resistant stainless steel with No. 4 satin directional polish finish.
3. Fabrication: Fabricate dimensional letters as indicated, of minimum 0.25" plate or casting with edges and corners smooth and finished to match adjacent metal finishes.
4. Attachment: Secure letters using connections concealed after installation; method subject to Architect approval.
a. Take care back welding does not damage exposed sign surfaces.
D. Toilet Room Door Signs: Provide door signs conforming to California requirements for signs for toilet rooms; concealed mounting system.
1. Material, Plastic: Manufacturer’s standard colored plastic/photopolymer signs. a. Texture: Smooth.
b. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
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2. Material:
a. Aluminum: Manufacturer's standard for individual letter signs. 1) Finish: Clear anodized finish, AA-M12C22A41, Class I, AAMA 607.1. b. Stainless Steel: ASTM A666, Type 304 nonmagnetic corrosion resistant stainless steel with No. 4 satin directional polish finish.
3. Total Thickness: 0.25".
4. Provide signs required by California Code of Regulations Title 24. a. Men's Room: 12" equilateral triangle, vertex pointing up. b. Ladies' Room: 12" diameter circle.
c. Unisex Toilet: 12" diameter circle with equilateral triangle, vertex pointing up, superimposed on the circle; circle and triangle each 0.25" thick. 1) Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
5. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
6. Symbols: As selected from manufacturer's standard symbols.
7. Adhesive: Type as recommended by sign manufacturer for type of substrate involved.
E. Toilet Room Wall Signs: Provide signs conforming to California Building Code and ADA Standards for signs for permanent rooms, with inset symbols and with raised and Braille characters; concealed mounting system.
1. Material, Plastic: Manufacturer’s standard colored plastic/photopolymer signs. a. Texture: Smooth.
2. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
3. Material:
a. Aluminum: Manufacturer's standard for individual letter signs. 1) Finish: Clear anodized finish, AA-M12C22A41, Class I, AAMA 607.1. b. Stainless Steel: ASTM A666, Type 304 nonmagnetic corrosion resistant stainless steel with No. 4 satin directional polish finish.
4. Comply with California Building Code and ADA Standards for raised and Braille characters, pictorial symbols, finish, and contrasts requirements. 340
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F. Entry Decals: Provide minimum 6" square decals with international handicapped symbol white on blue background with white border, applied to glass at accessible entry doors of existing buildings where all entry doors are not accessible.
G. Porcelain Signs at Parking: Provide porcelain enamel on steel sign with beaded text and symbols meeting requirements of California Building Standards Code and with ADA Standards.
1. At entry to parking provide state required sign indicating unauthorized vehicles parking in accessible parking spaces may be towed at owner's expense using exact wording required by CBC.
2. Verify location and telephone number of location vehicle is to be towed with Owner; place this information as permanent part of sign wording.
3. At parking spaces provide California required reflectorized sign, minimum 70 sq. inches, with symbol indicating accessibility.
4. At van accessible parking spaces provide required "VAN PARKING" signs.
H. Tactile Exit Door Signs: Provide colored plastic/photopolymer signs, conforming to California Building Code Section 1011.3 and ADA Standards for signs for permanent rooms, with tactile raised and Braille characters; concealed mounting system.
1. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
2. Size and Style: As indicated on Drawings.
I. Room Identification and Direction Signs: Provide signs conforming to California and ADA Standards for permanent signs, total thickness 0.125"; provide raised and Braille characters conforming to California and ADA Standards; concealed mounting.
1. Material, Plastic: Manufacturer’s standard colored plastic/photopolymer signs. a. Texture: Smooth.
2. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
3. Material:
a. Aluminum: Manufacturer's standard for individual letter signs. 1) Finish: Clear anodized finish, AA-M12C22A41, Class I, AAMA 607.1. b. Stainless Steel: ASTM A666, Type 304 nonmagnetic corrosion resistant stainless steel with No. 4 satin directional polish finish.
4. Sizes and Styles: As indicated on Drawings, as directed by Architect where not otherwise indicated.
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J. Applied Copy Signs and Graphics: Letters and graphics as indicated on Drawings; Contractor option of silk-screen or vinyl applied.
1. Silk-screen Signs and Graphics: Computer design screens for signs and graphics to designs and criteria established by Architect.
a. Silk-screen Lacquer: Match Advanced Screen Products/Industrial Gloss Lacquer Silk-screen Ink; colors as selected by Architect.
2. Vinyl Signs and Graphics: Computer design vinyl signs and graphics to designs and criteria established by Architect.
a. Vinyl: Opaque non-reflective vinyl film, minimum 0.0035" thick, with pressure sensitive adhesive backing suitable for applications indicated; match 3M/Scotchcal Vinyl Film.
3. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
K. Tactile Emergency Evacuation Signs: Silk-screened polycarbonate with screening on back and with tactile and Braille information conforming to California requirements and ADA Standards.
1. Information: Provide sign system with information as required by applicable authorities for emergency egress.
2. Silk-Screen Colors:
a. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
b. Silk-screen Lacquer: Match Advanced Screen Products/Industrial Gloss Lacquer Silk-screen Ink; colors as selected by Architect.
3. Size and Style: As indicated on Drawings and acceptable to applicable authorities.
4. Attachment: Method subject to Architect approval.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General: Install signs in accordance with manufacturer recommendations and installation instructions, free from distortions and defects.
B. Dimensional Letter Signage: Locate dimensional letters with spacing based on fullsize computer-generated installation drawings secured to structure as required to resist anticipated loads.
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C. Toilet Room Door Signs: Install signs on doors after doors are painted and finished.
1. Location: Mount signs with centerline of sign between 58" and 60" height as required by applicable code.
2. Install centered and level, in line, in accordance with the manufacturer's recommendations.
3. Clean and polish, remove excess adhesive.
D. Toilet Room Wall Signs: Install signs on walls after surfaces on which they are to be mounted are painted and finished.
1. Location: Mount signs at 48" to 60" height as required by applicable codes on strike side of door.
2. Location: Mount signs with tactile characters 48" minimum (baseline of lowest Braille cells) and 60" maximum (baseline of highest line of raised characters) above finished floor and with on strike side of door for room identification signs as required by applicable codes, at heights indicated on details.
3. Install level, in line, in accordance with California Building Code and ADA Standards to allow a person to approach within 3" of signs without being within a door swing and without encountering protruding objects.
4. Clean and polish, remove excess adhesive.
E. Entry Signs: Install in locations as approved by Architect.
F. Parking Signs: Provide mounting hardware, including painted posts, as needed; mount signs at heights required by state code.
1. Install parking entry sign at location as directed by Architect.
G. Tactile Exit Door Signs: Install at doors with lighted “EXIT” signs; apply after walls are finished.
1. Location: Mount signs at 48" to 60" height as required by applicable codes on strike side of door.
2. Install level, in line, in accordance with the manufacturer's recommendations and ADA Standards to allow a person to approach within 3" of signs without being within a door swing and without encountering protruding objects.
3. Clean and polish, remove excess adhesive.
H. Room Identification and Direction Signs: Install signs after walls are finished.
1. Location: Mount signs at 48" to 60" height as required by applicable codes on strike side of door for room identification signs, where indicated for direction signs. 343
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2. Room Identification Signs Location: Mount signs with tactile characters 48" minimum (baseline of lowest Braille cells) and 60" maximum (baseline of highest line of raised characters) above finished floor and with on strike side of door for room identification signs and where indicated for directional signs.
3. Install signs level, in line, in accordance with the manufacturer's recommendations, California Building Code and ADA Standards.
4. Install room identification signs at doors to allow a person to approach within 3" of signs without being within a door swing and without encountering protruding objects.
5. Clean and polish, remove excess adhesive.
I. Applied Copy Signs and Graphics: Examine surfaces and construction for conditions adversely affecting installation, performance and quality of work.
1. Apply signage and graphics centered and level, in line, in accordance with manufacturer's recommendations.
J. Emergency Evacuation Signs: Install signs after walls are finished.
1. Location: Mount signs at locations indicated, as directed by Architect and applicable authorities if not otherwise indicated.
2. Install signs level and in accordance with the manufacturer's recommendations and requirements of applicable authorities.
3. Clean and polish.
END OF SECTION
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10 21 15 - 1 Plastic Laminate Clad Toilet Compartments
SECTION 10 21 10
PLASTIC LAMINATE CLAD TOILET COMPARTMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: Provide plastic laminate clad partitions for toilet compartments, including hardware, attachment devices, and compartment accessories as required for complete finished installation.
1. Urinal Screens: Provide plastic laminate clad partitions for urinal screens including attachment hardware for complete finished installation.
B. Related Sections:
1. Section 10 28 00: Toilet accessories.
1.2 REFERENCES
A. Americans with Disabilities Act (ADA) Standards.
B. California Building Code: California Code of Regulations, Title 24, Part 2, requirements for providing accessibility for persons with disabilities.
1.3 SUBMITTALS
A. Product Data: Submit manufacturer's literature.
B. Shop Drawings: Clearly indicate compartment layouts, swing of doors, elevations, anchorage and mounting details, panel construction, hardware, finishes and relevant dimensions.
C. Samples: Furnish samples of each plastic laminate.
1.4 QUALITY ASSURANCE
A. Sustainability Requirements: Comply with CALGreen requirements including those relative to finish material pollution control for adhesives and for composite wood products formaldehyde limitations.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Bobrick Washroom Equipment, Inc.
B. ASI Accurate Partition Corp.
C. Global Partitions, an ASI Group Company.
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D. Flush Metal Partition Corp.
E. Bradley Corporation Mills Partitions.
F. General Partitions Mfg. Corp.
G. Substitutions: Refer to Section 01 25 00.
2.2 MATERIALS
A. System Description: Provide plastic laminate clad partitions including hardware, attachment devices, and integral accessories.
1. Compartment Type: Floor mounted, overhead braced.
2. Compartment Type: Floor mounted.
3. Urinal Screens: Provide wall mounted urinal screens.
B. Regulatory Requirements, Access: Comply with California Building Code and Americans with Disabilities Act (ADA) Standards.
1. Door Width: Provide minimum 32" clear door openings when front entry, minimum 34" clear door openings when side entry.
2. Spacing: Provide minimum 60" clear width, and front space as applicable for type of compartment.
3. Reinforcing: Provide reinforcing for grab bars indicated to be partition mounted.
4. Urinal Screens: Provide minimum 30" clear space at urinal.
C. Plastic Laminate: NEMA Standard LD-3, minimum 0.050" thick.
1. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
a. Architect reserves right to select one color for interior of toilet compartments and a second color for exterior and edges.
D. Core Material: Manufacturer's standard moisture resistant treated particleboard or plywood; thickness to provide specified finished dimensions.
1. Pilaster Reinforcing: Minimum 12 gage steel full length of pilaster.
E. Pilaster Shoes: 3" high; ASTM A666, Type 304, No. 4 polished finish; stainless steel.
F. Attachments, Screws and Bolts: Stainless steel; tamper proof type; heavy duty extruded aluminum brackets.
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G. Hardware: Manufacturer's standard chrome plated or similar finish.
1. Hinges: Cast pivot hinges, gravity self-closing type, adjustable for door close positioning; nylon bearings.
2. Latch: Slide latch; door strike and keeper with rubber bumper.
3. Coat Hook/Bumper: Combination coat hook and bumper unit, maximum 48" above finished floor.
4. Wall Bumper: Wall mounted rubber bumper for out-swinging doors.
5. Pulls: Manufacturer’s standard; provide two "U-shaped" pulls immediately below latch at compartments accessible to persons with disabilities (compartments with grab bars), one inside and one outside.
H. Overhead Braced Partition Headrails: 1" by 1-5/8" tubular steel, with cast socket type wall brackets.
I. Protective Splash Panels: Stainless steel, ASTM A666, Type 304, with Number 4 polished finish; manufacturer's standard gage.
2.3 FABRICATION
A. Pressure-laminate one-piece face sheets to core material with no splices or joints; edges straight and sealed.
1. Seal core material at cutouts to protect against moisture.
B. Doors and Panels: 1" thick by minimum 24" wide by minimum 58" high plastic laminate pressure bonded to sound deadening core.
1. Provide wider doors where required for accessibility for persons with disabilities.
C. Pilasters: 1" thick internally reinforced pilasters, with full height internal steel plate reinforcing, finished to appear same as doors, of sizes required to suit cubicle widths and spacing.
D. Panel Edges: Plastic laminate edges for doors, panels and pilasters.
E. Internal Reinforcement: Concealed type as required for attached hardware, fittings, and accessories; mark locations of reinforcement for compartment mounted washroom accessories.
1. Coordinate location of accessories with Section 10 28 00.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine site conditions to which work is to be applied.
B. Take site dimensions affecting this work.
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C. Ensure correct spacing and size of plumbing fixtures; take special note of fixtures in compartments indicated to be designed for persons with disabilities to assure clearances complying with access regulations.
D. Ensure correct location of built-in framing, anchorage, and bracing, where required.
3.2 INSTALLATION
A. Install units in accordance with manufacturer recommendations and installation instructions, secure, plumb, level, and square.
B. Leave 1/2" space between wall, panels and end pilasters.
C. Attach panel brackets securely to walls using anchor devices.
D. Attach panels and pilasters to bracket with through sleeve tamper proof bolts and nuts.
E. Locate headrail joints at pilaster center lines.
F. Provide for adjustment of floor variations with screw jack through steel saddles integral with pilaster; conceal floor fastenings with stainless steel shoes.
G. Support pilasters from built-in framing using two adjustable hanging studs providing vertical leveling; conceal ceiling fastenings with stainless steel pilaster shoe.
H. Equip each door with hinges, latch, and coat hook/bumper combination.
1. At out swinging stall doors provide additional bumper on exterior of door, coat hook and bumper combinations are not acceptable.
I. Install door strike keeper and door bumper on each pilaster in alignment with door latch.
J. Adjust and align hardware to uniform clearance at vertical edges of doors not exceeding 3/16".
K. Adjust hinges to locate doors in partial open position when unlatched, except adjust hinges to return doors to closed position at stalls designed for use by persons with disabilities.
L. Anchor urinal screen panels to walls with either two panel brackets each or continuous angle brackets on both sides.
3.3 CLEANING
A. Clean surfaces free of adhesives and imperfections.
B. Field touch-up of scratches and of defaced plastic laminate finish will not be permitted; replace damaged, scratched and marred defective materials with new, undamaged materials.
END OF SECTION
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10 28 00 - 1 Toilet Accessories
SECTION 10 28 00
TOILET ACCESSORIES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: Provide toilet accessories with attachment hardware and rough-in frames as required for complete, operational installation.
B. Related Sections:
1. Section 10 21 10: Hardware for toilet partitions, including coat hook/bumper mounted on partition doors, and wall bumpers for out swinging doors.
1.2 SUBMITTALS
A. Product Data: Submit manufacturer's product data illustrating each accessory at large scale.
B. Samples: Provide one sample of each type of fixture specified.
1.3 QUALITY ASSURANCE
A. Sustainability Requirements: Comply with CALGreen requirements including those relative to finish material pollution control for adhesives.
1.4 DELIVERY, STORAGE, AND HANDLING
A. Deliver inserts and rough-in frames to jobsite at appropriate time for building in.
B. Do not deliver accessories to site until rooms in which they are to be installed are ready to receive them.
C. Pack accessories individually, protect each item and its finish.
1.5 SITE CONDITIONS
A. Protect adjacent or adjoining finished surfaces from damage during installation of work of this section.
B. Before starting work notify Architect in writing of conditions detrimental to installation or operation of units.
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1.6 WARRANTY
A. Extended Correction Period:
1. Replace mirrors which exhibit signs of desilvering or distortion.
2. Period: Two years.
PART 2 - PRODUCTS
2.1 SYSTEMS MANUFACTURERS
A. Bobrick Washroom Equipment, Inc.
B. Bradley Corporation.
C. American Specialties, Inc.
D. Manufacturers listed on Toilet Accessories Schedules.
E. Substitutions: Refer to Section 01 25 00.
2.2 MATERIALS
A. System Description: Provide toilet accessories with attachment hardware and roughin frames.
1. Provide standard materials and finishes for accessories listed; where more than one material or finish is available and not otherwise indicated provide as selected by Architect from manufacturer’s standard materials and finishes.
B. Regulatory Requirements - Access for Persons with Disabilities: Comply with California Building Standards Code and Americans with Disabilities Act (ADA) Standards.
C. Stainless Steel Sheet: ASTM A666, commercial grade, Type 304, gages as standard with manufacturer of specified items.
D. Stainless Steel Tubing: ASTM A269, commercial grade, seamless welded.
E. Mirror Glass: ASTM C1036, q1 mirror select clear float glass with full silver coating, copper coating and organic coating; minimum 1/4" thick.
F. Sheet Steel: ASTM A1008, cold rolled stretcher leveled; minimum G90 galvanized coating, ASTM A924 and A653.
G. Adhesive: Epoxy type contact cement as recommended by accessory manufacturer; comply with applicable requirements for limitations on volatile organic compound (VOC) emissions.
H. Fasteners, Screws, and Bolts: Hot dip galvanized; as recommended by accessory manufacturer for component and substrate.
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I. Keys: Provide universal keys for access to toilet accessory units requiring internal access for servicing and supply.
1. Provide minimum six keys to Owner representative.
2. Coin Operated Units: Provide locked coin box keyed separately from standard units, coin operated units keyed alike.
2.3 FABRICATION
A. Weld and grind smooth joints of fabricated components.
B. Form exposed surfaces from one sheet of stock, free of joints.
C. Fabricate units with tight seams and joints, exposed edges rolled; hang doors and access panels with continuous piano hinges; provide concealed anchorage where possible.
D. Provide steel anchor plates and anchor components for installation on building finishes.
E. Form surfaces flat without distortion; maintain flat surfaces without scratches and without dents; finish exposed edges eased, free of sharp edges where potential exists for physical contact.
F. Back paint components where contact is made with building finishes, to prevent electrolysis.
G. Hot-dip galvanize ferrous metal anchors and fastening devices.
H. Assemble components in shop; package complete with anchors and fittings.
2.4 FINISHES
A. Exposed Finishes: Stainless steel, number 4, satin finish; satin chrome finish acceptable where stainless steel not available for accessory item listed or scheduled.
B. Concealed Surfaces: Treat and clean, spray-apply one coat primer and baked enamel finish.
PART 3 - EXECUTION
3.1 PREPARATION
A. Provide templates and rough-in measurements.
3.2 INSTALLATION
A. Install accessories in accordance with manufacturer's printed instructions using fasteners appropriate to substrate.
B. Install true, plumb and level, securely and rigidly anchored to substrate. 351
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C. Use tamper-proof, security type fasteners.
D. Adjust accessories for proper operation and verify mechanisms function smoothly.
E. Replace damaged and defective items.
F. Clean and polish exposed surfaces after removing temporary labels.
3.3 TOILET ACCESSORIES SCHEDULE
A. Refer to Drawings.
END OF SECTION
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12 24 00 - 1 Window Shades
SECTION 12 24 00
WINDOW SHADES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: Provide manual chain operated window shades with brackets and accessories as required for complete finished operational installation.
1. Solar Shades: Unframed.
1.2 REFERENCES
A. NFPA 701: Standard Methods of Fire Tests for Flame-Resistant Textiles and Films.
B. FS CCC-T-191b: Flame Retardancy of Textiles.
1.3 SUBMITTALS
A. Product Data: Furnish manufacturer's literature.
B. Shop Drawings: Show hardware, clearances and operation of shades with specified system.
1. Layout of openings, partings and pulley positions subject to Architect approval where not clearly indicated.
C. Samples: Submit samples of each fabric indicating finishing of top, bottom and sides, and section of frame indicating finish.
D. Certificate of Flame Proofing or Flame Resistance: Submit certification, recommendations and instructions for laundering of specified fabrics and maintenance of entire installation.
1.4 QUALITY ASSURANCE
A. Manufacturer Qualifications: Provide manual shades as complete units produced by one manufacturer, including hardware, accessory items, mounting brackets and fastenings.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Do not deliver shades until building is ready for installation.
B. Number and identify shades as to locations in Project.
1.6 SITE CONDITIONS
A. Before installation, physically measure and inspect space after limiting conditions are established.
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1. Note floor and ceiling may not be level.
PART 2 - PRODUCTS
2.1 SYSTEMS MANUFACTURERS
A. Mecho Shade Corporation/Mecho Shade System.
B. Lutron Electronics Co./Manual Shading.
C. SKYCO Shading Systems, Inc./Manual Shades.
D. Substitutions: Refer to Section 01 25 00.
2.2 MATERIALS
A. System Description: Provide manual chain operated window shades with brackets and accessories as required for complete finished operational installation.
B. Regulatory Requirements:
1. Flame Retardant Materials: Approved by California State Fire Marshal's Office.
2. Fire Resistant Fabrics: Required to have passed one of following:
a. NFPA 701.
b. FS CCC-T-191, test 5903.
C. Shade Operating System: Manual type chain operated roller shade system with adjustable slip clutch.
D. Fabric:
1. Solar Shades: Manufacturer's standard fire-resistant glass cloth fabric. Solar shades to have 5% openness factor, unless noted otherwise.
2. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
E. Accessories: Provide accessories, brackets, fittings and fastenings as necessary for proper operation and installation of shades; conceal fasteners or finish flush, painted to match exposed metal finish.
F. Colors: Where color is not indicated on Drawings or Finish Schedule, provide custom color as directed by Architect.
2.3 FABRICATION
A. Center Seams: Use single widths of fabric with no center seams for each shade.
B. Shade Mounting System: Allow for shade removal and replacement without disassembling hardware assembly.
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C. Operating System: Provide upper and lower stop limits to prevent over-winding and unrolling.
1. Provide for left or right-hand operation.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Inspect site conditions prior to installation for conditions that could affect proper installation and operation of shades.
B. Beginning installation signifies acceptance of substrates and conditions.
3.2 INSTALLATION
A. Install shades in accordance with manufacturer's recommendations and installation instructions.
1. Install shades level, plumb, secure, and at proper height; cooperate with other trades for securing shades to substrate and finished surfaces.
2. Mount solar shades and blackout shades as indicated on Drawings to allow shade cloths to be adjacent.
B. Hang shades to be straight and even, employing hand sewing of seams and hems as necessary for carefully matched installation with even, horizontal top and bottom hems, and quiet, smoothly operating system.
C. Fabricate and install shades so when open, closed or while operating shades will not be abraded by window frame, ceiling or sill.
3.3 ADJUSTING
A. Thirty days after hanging of shades, inspect installation for fabric shrinkage or expansion or other variations and rehang as necessary for conformance to specified tolerances.
END OF SECTION
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26 00 10 - 1Supplemental Requirements For Electrical
SECTION 26 00 10
SUPPLEMENTAL REQUIREMENTS FOR ELECTRICAL
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Supplemental requirements generally applicable to the Work specified in Division 26. This Section is also referenced by related Work specified in other Divisions.
1.2 REFERENCES
A. Abbreviations and Acronyms for Electrical Terms and Units of Measure:
1. 8P8C: An 8-position 8-contact modular jack.
2. A: Ampere, unit of electrical current.
3. AC or ac: Alternating current.
4. AFCI: Arc-fault circuit interrupter.
5. AIC: Ampere interrupting capacity.
6. AL, Al, or ALUM: Aluminum.
7. ASD: Adjustable-speed drive.
8. ATS: Automatic transfer switch.
9. AWG: American wire gauge; see ASTM B258.
10. BAS: Building automation system.
11. BIL: Basic impulse insulation level.
12. BIM: Building information modeling.
13. CAD: Computer-aided design or drafting.
14. CATV: Community antenna television.
15. CB: Circuit breaker.
16. cd: Candela, the SI fundamental unit of luminous intensity.
17. CO/ALR: Copper-aluminum, revised.
18. COPS: Critical operations power system.
19. CU or Cu: Copper.
20. CU-AL or AL-CU: Copper-aluminum.
21. dB: Decibel, a unitless logarithmic ratio of two electrical, acoustical, or optical power values.
22. dB(A-weighted) or dB(A): Decibel acoustical sound pressure level with Aweighting applied in accordance with IEC 61672-1.
23. dB(adjusted) or dBa: Decibel weighted absolute noise power with respect to
3.16 pW (minus 85 dBm).
24. dBm: Decibel absolute power with respect to 1 mW.
25. DC or dc: Direct current.
26. DCOA: Designated critical operations area.
27. DDC: Direct digital control (HVAC).
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28. EGC: Equipment grounding conductor.
29. ELV: Extra-low voltage.
30. EMF: Electromotive force.
31. EMI: Electromagnetic interference.
32. EPM: Electrical preventive maintenance.
33. EPS: Emergency power supply.
34. EPSS: Emergency power supply system.
35. ESS: Energy storage system.
36. EV: Electric vehicle.
37. EVPE: Electric vehicle power export equipment.
38. EVSE: Electric vehicle supply equipment.
39. fc: Footcandle, an internationally recognized unit of illuminance equal to one lumen per square foot or 10.76 lx. The simplified conversion 1 fc = 10 lx in the Specifications is common practice and considered adequate precision for building construction activities. When there are conflicts, lux is the primary unit; footcandle is specified for convenience.
40. FLC: Full-load current.
41. ft: Foot.
42. ft-cd: Foot-candle, the antiquated U.S. Standard unit of illuminance, equal to one international candle measured at a distance of one foot, that was superseded in 1948 by the unit "footcandle" after the SI unit candela (cd) replaced the international candle; see "fc,"
43. GEC: Grounding electrode conductor.
44. GFCI: Ground-fault circuit interrupter.
45. GFPE: Ground-fault protection of equipment.
46. GND: Ground.
47. HACR: Heating, air conditioning, and refrigeration.
48. HDPE: High-density polyethylene.
49. HID: High-intensity discharge.
50. HP or hp: Horsepower.
51. HVAC: Heating, ventilating, and air conditioning.
52. Hz: Hertz.
53. IBT: Intersystem bonding termination.
54. inch: Inch. To avoid confusion, the abbreviation "in." is not used.
55. IP: Ingress protection rating (enclosures); Internet protocol (communications).
56. IR: Infrared.
57. IS: Intrinsically safe.
58. IT&R: Inspecting, testing, and repair.
59. ITE: Information technology equipment.
60. kAIC: Kiloampere interrupting capacity.
61. kcmil or MCM: One thousand circular mils.
62. kV: Kilovolt.
63. kVA: Kilovolt-ampere.
64. kVAr or kVAR: Kilovolt-ampere reactive.
65. kW: Kilowatt.
66. kWh: Kilowatt-hour.
67. LAN: Local area network.
68. lb: Pound (weight).
69. lbf: Pound (force).
70. LCD: Liquid-crystal display.
71. LCDI: Leakage-current detector-interrupter.
72. LED: Light-emitting diode.
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73. Li-ion: Lithium-ion.
74. lm: Lumen, the SI derived unit of luminous flux.
75. LNG: Liquefied natural gas.
76. LP-Gas: Liquefied petroleum gas.
77. LRC: Locked-rotor current.
78. LV: Low voltage.
79. lx: Lux, the SI derived unit of illuminance equal to one lumen per square meter.
80. m: Meter.
81. MCC: Motor-control center.
82. MDC: Modular data center.
83. MG set: Motor-generator set.
84. MIDI: Musical instrument digital interface.
85. MLO: Main lugs only.
86. MV: Medium voltage.
87. MVA: Megavolt-ampere.
88. mW: Milliwatt.
89. MW: Megawatt.
90. MWh: Megawatt-hour.
91. NC: Normally closed.
92. Ni-Cd: Nickel-cadmium.
93. Ni-MH: Nickel-metal hydride.
94. NIU: Network interface unit.
95. NO: Normally open.
96. NPT: National (American) standard pipe taper.
97. OCPD: Overcurrent protective device.
98. ONT: Optical network terminal.
99. PC: Personal computer.
100. PCS: Power conversion system.
101. PCU: Power-conditioning unit.
102. PF or pf: Power factor.
103. PHEV: Plug-in hybrid electric vehicle.
104. PLC: Programmable logic controller.
105. PLFA: Power-limited fire alarm.
106. PoE: Power over Ethernet.
107. PV: Photovoltaic.
108. PVC: Polyvinyl chloride.
109. pW: Picowatt.
110. RFI: (electrical) Radio-frequency interference; (contract) Request for interpretation.
111. RMS or rms: Root-mean-square.
112. RPM or rpm: Revolutions per minute.
113. SCADA: Supervisory control and data acquisition.
114. SCR: Silicon-controlled rectifier.
115. SPD: Surge protective device.
116. sq.: Square.
117. SWD: Switching duty.
118. TCP/IP: Transmission control protocol/Internet protocol. 119. TEFC: Totally enclosed fan-cooled.
120. TR: Tamper resistant.
121. TVSS: Transient voltage surge suppressor.
122. UL: (standards) Underwriters Laboratories, Inc.; (product categories) UL, LLC. 123. UL CCN: UL Category Control Number.
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124. UPS: Uninterruptible power supply.
125. USB: Universal serial bus.
126. UV: Ultraviolet.
127. V: Volt, unit of electromotive force.
128. V(ac): Volt, alternating current.
129. V(dc): Volt, direct current.
130. VA: Volt-ampere, unit of complex electrical power. 131. VAR: Volt-ampere reactive, unit of reactive electrical power. 132. VFC: Variable-frequency controller.
133. VOM: Volt-ohm-multimeter.
134. VPN: Virtual private network.
135. VRLA: Valve regulated lead acid; also called "sealed lead acid (SLA)" or "valve regulated sealed lead acid."
136. W: Watt, unit of real electrical power.
137. Wh: Watt-hour, unit of electrical energy usage.
138. WPT: Wireless power transfer.
139. WPTE: Wireless power transfer equipment.
140. WR: Weather resistant.
B. Abbreviations and Acronyms for Electrical Raceway Types:
1. EMT: Electrical metallic tubing.
2. EMT-A: Aluminum electrical metallic tubing.
3. EMT-S: Steel electrical metallic tubing.
4. EMT-SS: Stainless steel electrical metallic tubing.
5. ENT: Electrical nonmetallic tubing.
6. EPEC: Electrical HDPE underground conduit.
7. EPEC-40: Schedule 40 electrical HDPE underground conduit.
8. EPEC-80: Schedule 80 electrical HDPE underground conduit.
9. EPEC-A: Type A electrical HDPE underground conduit.
10. EPEC-B: Type B electrical HDPE underground conduit.
11. ERMC: Electrical rigid metal conduit.
12. ERMC-A: Aluminum electrical rigid metal conduit.
13. ERMC-S: Steel electrical rigid metal conduit.
14. ERMC-S-G: Galvanized-steel electrical rigid metal conduit.
15. ERMC-S-PVC: PVC-coated-steel electrical rigid metal conduit.
16. ERMC-SS: Stainless steel electrical rigid metal conduit.
17. FMC: Flexible metal conduit.
18. FMC-A: Aluminum flexible metal conduit.
19. FMC-S: Steel flexible metal conduit.
20. FMT: Steel flexible metallic tubing.
21. FNMC: Flexible nonmetallic conduit. See "LFNC."
22. HDPE: See EPEC.
23. IMC: Steel electrical intermediate metal conduit.
24. LFMC: Liquidtight flexible metal conduit.
25. LFMC-A: Aluminum liquidtight flexible metal conduit.
26. LFMC-S: Steel liquidtight flexible metal conduit.
27. LFMC-SS: Stainless steel liquidtight flexible metal conduit.
28. LFNC: Liquidtight flexible nonmetallic conduit.
29. LFNC-A: Layered (Type A) liquidtight flexible nonmetallic conduit.
30. LFNC-B: Integral (Type B) liquidtight flexible nonmetallic conduit.
31. LFNC-C: Corrugated (Type C) liquidtight flexible nonmetallic conduit. 359
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32. PVC: Rigid PVC conduit.
33. PVC-40: Schedule 40 rigid PVC conduit.
34. PVC-80: Schedule 80 rigid PVC Conduit.
35. PVC-A: Type A rigid PVC concrete-encased conduit.
36. PVC-EB: Type EB rigid PVC concrete-encased underground conduit.
37. RGS: See ERMC-S-G.
38. RMC: See ERMC.
39. RTRC: Reinforced thermosetting resin conduit.
40. RTRC-AG: Low-halogen, aboveground reinforced thermosetting resin conduit.
41. RTRC-AG-HW: Heavy wall, low-halogen, aboveground reinforced thermosetting resin conduit.
42. RTRC-AG-SW: Standard wall, low-halogen, aboveground reinforced thermosetting resin conduit.
43. RTRC-AG-XW: Extra heavy wall, low-halogen, aboveground reinforced thermosetting resin conduit.
44. RTRC-BG: Low-halogen, belowground reinforced thermosetting resin conduit.
C. Abbreviations and Acronyms for Electrical Single-Conductor and Multiple-Conductor Cable Types:
1. AC: Armored cable.
2. CATV: Coaxial general-purpose cable.
3. CATVP: Coaxial plenum cable.
4. CATVR: Coaxial riser cable.
5. CI: Circuit integrity cable.
6. CL2: Class 2 cable.
7. CL2P: Class 2 plenum cable.
8. CL2R: Class 2 riser cable.
9. CL2X: Class 2 cable, limited use.
10. CL3: Class 3 cable.
11. CL3P: Class 3 plenum cable.
12. CL3R: Class 3 riser cable.
13. CL3X: Class 3 cable, limited use.
14. CM: Communications general-purpose cable.
15. CMG: Communications general-purpose cable.
16. CMP: Communications plenum cable.
17. CMR: Communications riser cable.
18. CMUC: Under-carpet communications wire and cable.
19. CMX: Communications cable, limited use.
20. DG: Distributed generation cable.
21. FC: Flat cable.
22. FCC: Flat conductor cable.
23. FPL: Power-limited fire-alarm cable.
24. FPLP: Power-limited fire-alarm plenum cable.
25. FPLR: Power-limited fire-alarm riser cable.
26. IGS: Integrated gas spacer cable.
27. ITC: Instrumentation tray cable.
28. ITC-ER: Instrumentation tray cable, exposed run.
29. MC: Metal-clad cable.
30. MC-HL: Metal-clad cable, hazardous location.
31. MI: Mineral-insulated, metal-sheathed cable.
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32. MTW: (machine tool wiring) Moisture-, heat-, and oil-resistant thermoplastic cable.
33. MV: Medium-voltage cable.
34. NM: Nonmetallic sheathed cable.
35. NMC: Nonmetallic sheathed cable with corrosion-resistant nonmetallic jacket.
36. NMS: Nonmetallic sheathed cable with signaling, data, and communications conductors, plus power or control conductors.
37. NPLF: Non-power-limited fire-alarm circuit cable.
38. NPLFP: Non-power-limited fire-alarm circuit cable for environmental air spaces.
39. NPLFR: Non-power-limited fire-alarm circuit riser cable.
40. NUCC: Nonmetallic underground conduit with conductors.
41. OFC: Conductive optical fiber general-purpose cable.
42. OFCG: Conductive optical fiber general-purpose cable.
43. OFCP: Conductive optical fiber plenum cable.
44. OFCR: Conductive optical fiber riser cable.
45. OFN: Nonconductive optical fiber general-purpose cable.
46. OFNG: Nonconductive optical fiber general-purpose cable.
47. OFNP: Nonconductive optical fiber plenum cable.
48. OFNR: Nonconductive optical fiber riser cable.
49. P: Marine shipboard cable.
50. PLTC: Power-limited tray cable.
51. PLTC-ER: Power-limited tray cable, exposed run.
52. PV: Photovoltaic cable.
53. RHH: (high heat) Thermoset rubber, heat-resistant cable.
54. RHW: Thermoset rubber, moisture-resistant cable.
55. SA: Silicone rubber cable.
56. SE: Service-entrance cable.
57. SER: Service-entrance cable, round.
58. SEU: Service-entrance cable, flat.
59. SIS: Thermoset cable for switchboard and switchgear wiring.
60. TBS: Thermoplastic cable with outer braid.
61. TC: Tray cable.
62. TC-ER: Tray cable, exposed run.
63. TC-ER-HL: Tray cable, exposed run, hazardous location.
64. THW: Thermoplastic, heat- and moisture-resistant cable.
65. THHN: Thermoplastic, heat-resistant cable with nylon jacket outer sheath.
66. THHW: Thermoplastic, heat- and moisture-resistant cable.
67. THWN: Thermoplastic, moisture- and heat-resistant cable with nylon jacket outer sheath.
68. TW: Thermoplastic, moisture-resistant cable.
69. UF: Underground feeder and branch-circuit cable.
70. USE: Underground service-entrance cable.
71. XHH: Cross-linked polyethylene, heat-resistant cable.
72. XHHW: Cross-linked polyethylene, heat- and moisture-resistant cable.
D. Abbreviations and Acronyms for Electrical Flexible Cord Types:
1. SEO: 600 V extra-hard-usage, hard-service cord with thermoplastic elastomer insulation and oil-resistant thermoplastic elastomer outer covering for damp locations.
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2. SEOW: 600 V extra-hard-usage, hard-service cord with thermoplastic elastomer insulation and oil-resistant thermoplastic elastomer outer covering for damp or wet locations.
3. SEOO: 600 V extra-hard-usage, hard-service cord with oil-resistant thermoplastic elastomer insulation and oil-resistant thermoplastic elastomer outer covering for damp locations.
4. SEOOW: 600 V extra-hard-usage, hard-service cord with oil-resistant thermoplastic elastomer insulation and oil-resistant thermoplastic elastomer outer covering for damp or wet locations.
5. SJEO: 300 V hard-usage, junior hard-service cord with thermoplastic elastomer insulation and oil-resistant thermoplastic elastomer outer cover for damp locations.
6. SJEOW: 300 V hard-usage, junior hard-service cord with thermoplastic elastomer insulation and oil-resistant thermoplastic elastomer outer cover for damp or wet locations.
7. SJEOO: 300 V hard-usage, junior hard-service cord with oil-resistant thermoplastic elastomer insulation and oil-resistant thermoplastic elastomer outer cover for damp locations.
8. SJEOOW: 300 V hard-usage, junior hard-service cord with oil-resistant thermoplastic elastomer insulation and oil-resistant thermoplastic elastomer outer cover for damp or wet locations.
9. SJO: 300 V hard-usage, junior hard-service cord with thermoset insulation and oil-resistant thermoset outer cover for damp locations.
10. SJOW: 300 V hard-usage, junior hard-service cord with thermoset insulation and oil-resistant thermoset outer cover for damp or wet locations.
11. SJOO: 300 V hard-usage, junior hard-service cord with oil-resistant thermoset insulation and oil-resistant thermoset outer cover for damp locations.
12. SJOOW: 300 V hard-usage, junior hard-service cord with oil-resistant thermoset insulation and oil-resistant thermoset outer cover for damp or wet locations.
13. SJTO: 300 V hard-usage, junior hard-service cord with thermoplastic insulation and oil-resistant thermoplastic outer cover for damp locations.
14. SJTOW: 300 V hard-usage, junior hard-service cord with thermoplastic insulation and oil-resistant thermoplastic outer cover for damp or wet locations.
15. SJTOO: 300 V hard-usage, junior hard-service cord with oil-resistant thermoplastic insulation and oil-resistant thermoplastic outer cover for damp locations.
16. SJTOOW: 300 V hard-usage, junior hard-service cord with oil-resistant thermoplastic insulation and oil-resistant thermoplastic outer cover for damp or wet locations.
17. SO: 600 V extra-hard-usage, hard-service cord with thermoset insulation and oilresistant thermoset outer covering for damp locations.
18. SOW: 600 V extra-hard-usage, hard-service cord with thermoset insulation and oil-resistant thermoset outer covering for damp or wet locations.
19. SOO: 600 V extra-hard-usage, hard-service cord with oil-resistant thermoset insulation and oil-resistant thermoset outer covering for damp locations.
20. SOOW: 600 V extra-hard-usage, hard-service cord with oil-resistant thermoset insulation and oil-resistant thermoset outer covering for damp or wet locations.
21. STO: 600 V extra-hard-usage, hard-service cord with thermoplastic insulation and oil-resistant thermoplastic outer covering for damp locations.
22. STOW: 600 V extra-hard-usage, hard-service cord with thermoplastic insulation and oil-resistant thermoplastic outer covering for damp or wet locations. 362
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23. STOO: 600 V extra-hard-usage, hard-service cord with oil-resistant thermoplastic insulation and oil-resistant thermoplastic outer covering for damp locations.
24. STOOW: 600 V extra-hard-usage, hard-service cord with oil-resistant thermoplastic insulation and oil-resistant thermoplastic outer covering for damp or wet locations.
E. Definitions:
1. 8-Position 8-Contact (8P8C) Modular Jack: An unkeyed jack with up to eight contacts commonly used to terminate twisted-pair and multiconductor Ethernet cable. Also called a "TIA-1096 miniature 8-position series jack" (8PSJ), or an "IEC 8877 8-pole jack."
a. Be careful when suppliers use "RJ45" generically. Obsolete RJ45 jacks used for analog telephone cables have rejection keys. 8P8C jacks used for digital telephone cables and Ethernet cables do not have rejection keys.
2. Basic Impulse Insulation Level (BIL): Reference insulation level expressed in impulse crest voltage with a standard wave not longer than 1.5 times 50 microseconds and 1.5 times 40 microseconds.
3. Cable: In accordance with NIST NBS Circular 37 and IEEE standards, in the United States for the purpose of interstate commerce, the definition of "cable" is (1) a conductor with insulation, or a stranded conductor with or without insulation (single-conductor cable); or (2) a combination of conductors insulated from one another (multiple-conductor cable).
4. Communications Jack: A fixed connecting device designed for insertion of a communications cable plug.
5. Communications Outlet: One or more communications jacks, or cables and plugs, mounted in a box or ring, with a suitable protective cover.
6. Conductor: In accordance with NIST NBS Circular 37 and IEEE standards, in the United States for the purpose of interstate commerce, the definition of "conductor" is (1) a wire or combination of wires not insulated from one another, suitable for carrying an electric current; (2) (National Electrical Safety Code) a material, usually in the form of wire, cable, or bar, suitable for carrying an electric current; or (3) (general) a substance or body that allows a current of electricity to pass continuously along it.
7. Designated Seismic System: A system component that requires design in accordance with Ch. 13 of ASCE/SEI 7 and for which the Component Importance Factor is greater than 1.0.
8. Direct Buried: Installed underground without encasement in concrete or other protective material.
9. Enclosure: The case or housing of an apparatus, or the fence or wall(s) surrounding an installation, to prevent personnel from accidentally contacting energized parts or to protect the equipment from physical damage. Types of enclosures and enclosure covers include the following:
a. Cabinet: An enclosure that is designed for either surface mounting or flush mounting and is provided with a frame, mat, or trim in which a swinging door or doors are or can be hung.
b. Concrete Box: A box intended for use in poured concrete. c. Conduit Body: A means for providing access to the interior of a conduit or tubing system through one or more removable covers at a junction or 363
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terminal point. In the United States, conduit bodies are listed in accordance with outlet box requirements.
d. Conduit Box: A box having threaded openings or knockouts for conduit, EMT, or fittings.
e. Cutout Box: An enclosure designed for surface mounting that has swinging doors or covers secured directly to and telescoping with the walls of the enclosure.
f. Device Box: A box with provisions for mounting a wiring device directly to the box.
g. Extension Ring: A ring intended to extend the sides of an outlet box or device box to increase the box depth, volume, or both.
h. Floor Box: A box mounted in the floor intended for use with a floor box cover and other components to complete the floor box enclosure. i. Floor-Mounted Enclosure: A floor box and floor box cover assembly with means to mount in the floor that is sealed against the entrance of scrub water at the floor level.
j. Floor Nozzle: An enclosure used on a wiring system, intended primarily as a housing for a receptacle, provided with a means, such as a collar, for surface-mounting on a floor, which may or may not include a stem to support it above the floor level, and is sealed against the entrance of scrub water at the floor level.
k. Junction Box: A box with a blank cover that joins different runs of raceway or cable and provides space for connection and branching of the enclosed conductors.
l. Outlet Box: A box that provides access to a wiring system having pryout openings, knockouts, threaded entries, or hubs in either the sides or the back, or both, for the entrance of conduit, conduit or cable fittings, or cables, with provisions for mounting an outlet box cover, but without provisions for mounting a wiring device directly to the box. m. Pedestal Floor Box Cover: A floor box cover that, when installed as intended, provides a means for typically vertical or near-vertical mounting of receptacle outlets above the floor's finished surface. n. Pull Box: A box with a blank cover that joins different runs of raceway and provides access for pulling or replacing the enclosed cables or conductors. o. Raised-Floor Box: A floor box intended for use in raised floors. p. Recessed Access Floor Box: A floor box with provisions for mounting wiring devices below the floor surface.
q. Recessed Access Floor Box Cover: A floor box cover with provisions for passage of cords to recessed wiring devices mounted within a recessed floor box.
r. Ring: A sleeve, which is not necessarily round, used for positioning a recessed wiring device flush with the plaster, concrete, drywall, or other wall surface.
s. Ring Cover: A box cover, with raised center portion to accommodate a specific wall or ceiling thickness, for mounting wiring devices or luminaires flush with the surface.
t. Termination Box: An enclosure designed for installation of termination base assemblies consisting of bus bars, terminal strips, or terminal blocks with provision for wire connectors to accommodate incoming or outgoing conductors, or both.
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10. Emergency Systems: Those systems legally required and classed as emergency by municipal, state, federal, or other codes, or by any governmental agency having jurisdiction that are designed to ensure continuity of lighting, electrical power, or both, to designated areas and equipment in the event of failure of the normal supply for safety to human life.
11. Essential Electrical Systems: (healthcare facilities) Those systems designed to ensure continuity of electrical power to designated areas and functions of a healthcare facility during disruption of normal power sources, and also to minimize disruption within the internal wiring system.
12. Fault Limited: Providing or being served by a source of electrical power that is limited to not more than 100 W when tested in accordance with UL 62368-1. a. The term "fault limited" is intended to encompass most Class 1, 2, and 3 power-limited sources complying with Article 725 of NFPA 70; Class ES1 and ES2 electrical energy sources that are Class PS1 electrical power sources (e.g., USB); and Class ES3 electrical energy sources that are Class PS1 and PS2 electrical power sources (e.g., PoE). See UL 62368-1 for discussion of classes of electrical energy sources and classes of electrical power sources.
13. High-Performance Building: A building that integrates and optimizes on a lifecycle basis all major high-performance attributes, including energy conservation, environment, safety, security, durability, accessibility, cost-benefit, productivity, sustainability, functionality, and operational considerations.
14. Jacket: A continuous nonmetallic outer covering for conductors or cables.
15. Luminaire: A complete lighting unit consisting of a light source such as a lamp, together with the parts designed to position the light source and connect it to the power supply. It may also include parts to protect the light source or the ballast or to distribute the light.
16. Mode: The terms "Active Mode," "Off Mode," and "Standby Mode" are used as defined in the Energy Independence and Security Act (EISA) of 2007.
17. Multi-Outlet Assembly: A type of surface, flush, or freestanding raceway designed to hold conductors, receptacles, and switches, assembled in the field or at the factory.
18. Plenum: A compartment or chamber to which one or more air ducts are connected and that forms part of the air distribution system.
19. Receptacle: A fixed connecting device arranged for insertion of a power cord plug. Also called a power jack.
20. Receptacle Outlet: One or more receptacles mounted in a box with a suitable protective cover.
21. Sheath: A continuous metallic covering for conductors or cables.
22. UL Category Control Number (CCN): An alphabetic or alphanumeric code used to identify product categories covered by UL's Listing, Classification, and Recognition Services.
23. Voltage Class: For specified circuits and equipment, voltage classes are defined as follows:
a. Control Voltage: Having electromotive force between any two conductors, or between a single conductor and ground, that is supplied from a battery or other Class 2 or Class 3 power-limited source.
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b. Line Voltage: (1) (controls) Designed to operate using the supplied lowvoltage power without transformation. (2) (transmission lines, transformers, SPDs) The line-to-line voltage of the supplying power system. c. Extra-Low Voltage (ELV): Not having electromotive force between any two conductors, or between a single conductor and ground, exceeding 30 V(ac rms), 42 V(ac peak), or 60 V(dc).
d. Low Voltage (LV): Having electromotive force between any two conductors, or between a single conductor and ground, that is rated above 30 V but not exceeding 1000 V.
e. Medium Voltage (MV): Having electromotive force between any two conductors, or between a single conductor and ground, that is rated about 1 kV but not exceeding 69 kV.
f. High Voltage: (1) (circuits) Having electromotive force between any two conductors, or between a single conductor and ground, that is rated above 69 kV but not exceeding 230 kV. (2) (safety) Having sufficient electromotive force to inflict bodily harm or injury.
24. Wire: In accordance with NIST NBS Circular 37 and IEEE standards, in the United States for the purpose of interstate commerce, the definition of "wire" is a slender rod or filament of drawn metal. A group of small wires used as a single wire is properly called a "stranded wire." A wire or stranded wire covered with insulation is properly called an "insulated wire" or a "single-conductor cable." Nevertheless, when the context indicates that the wire is insulated, the term "wire" will be understood to include the insulation.
1.3 COORDINATION
A. Interruption of Existing Electrical Service: Do not interrupt electrical service to facilities occupied by Owner or others unless permitted under the following conditions:
1. Notify Construction Manager no fewer than seven days in advance of proposed interruption of electrical service.
2. Do not proceed with interruption of electrical service without Construction Manager's written permission.
3. Coordinate interruption with systems impacted by outage including, but not limited to, the following:
a. Exercising generators.
b. Emergency lighting.
c. Elevators.
d. Fire-alarm systems.
PART 2 - PRODUCTS
2.1 SUBSTITUTION LIMITATIONS FOR ELECTRICAL EQUIPMENT
A. Substitution requests for electrical equipment will be entertained under the following conditions:
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1. Substitution requests may be submitted for consideration prior to the Electrical Preconstruction Conference if accompanied by value analysis data indicating that substitution will comply with Project performance requirements while significantly increasing value for Owner throughout life of facility.
2. Substitution requests may be submitted for consideration concurrently with submission of power system study reports when those reports indicate that substitution is necessary for safety of maintenance personnel and facility occupants.
3. Contractor is responsible for sequencing and scheduling power system studies and electrical equipment procurement. After the Electrical Preconstruction Conference, insufficient lead time for electrical equipment delivery will not be considered a valid reason for substitution.
PART 3 - EXECUTION
3.1 INSTALLATION OF ELECTRICAL WORK
A. Unless more stringent requirements are specified in the Contract Documents or manufacturers' written instructions, comply with NFPA 70 and NECA NEIS 1 for installation of Work specified in Division 26. Consult Architect for resolution of conflicting requirements.
END OF SECTION 260010
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26 05 19 - 1Low-Voltage Electrical Power Conductors & Cables SECTION 26 05 19
LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Copper building wire.
2. Metal-clad cable, Type MC.
3. Connectors and splices.
B. Related Requirements:
1. Section 260010 "Supplemental Requirements for Electrical" for additional abbreviations, definitions, submittals, qualifications, testing agencies, and other Project requirements applicable to Work specified in this Section.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
1.3 INFORMATIONAL SUBMITTALS
A. Field quality-control reports.
PART 2 - PRODUCTS
2.1 COPPER BUILDING WIRE
A. Description: Flexible, insulated and uninsulated, drawn copper current-carrying conductor with an overall insulation layer or jacket, or both, rated 600 V or less.
B. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1. Alpha Wire Company.
2. Belden Inc.
3. Cerro Wire LLC.
4. Encore Wire Corporation.
5. General Cable Technologies Corporation.
6. General Cable; General Cable Corporation.
7. Senator Wire & Cable Company.
8. Southwire Company.
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26 05 19 - 2Low-Voltage Electrical Power Conductors & Cables C. Standards:
1. Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and use.
2. Conductor and Cable Marking: Comply with wire and cable marking according to UL's "Wire and Cable Marking and Application Guide."
D. Conductors: Copper, complying with ASTM B3 for bare annealed copper and with ASTM B8 for stranded conductors.
E. Conductor Insulation:
1. Type THHN and Type THWN-2: Comply with UL 83.
2. Type XHHW-2: Comply with UL 44.
2.2 METAL-CLAD CABLE, TYPE MC
A. Description: A factory assembly of one or more current-carrying insulated conductors in an overall metallic sheath.
B. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1. Alpha Wire Company.
2. Cerro Wire LLC.
3. Encore Wire Corporation.
4. General Cable Technologies Corporation.
5. General Cable; General Cable Corporation.
6. Senator Wire & Cable Company.
7. Southwire Company.
C. Standards:
1. Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and use.
2. Comply with UL 1569.
3. Conductor and Cable Marking: Comply with wire and cable marking according to UL's "Wire and Cable Marking and Application Guide."
D. Circuits:
1. Single circuit and multicircuit with color-coded conductors.
E. Conductors: Copper, complying with ASTM B3 for bare annealed copper and with ASTM B8 for stranded conductors.
F. Ground Conductor: Insulated.
G. Conductor Insulation:
1. Type TFN/THHN/THWN-2: Comply with UL 83.
2. Type XHHW-2: Comply with UL 44.
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26 05 19 - 3Low-Voltage Electrical Power Conductors & Cables H. Armor: Steel, interlocked.
2.3 CONNECTORS AND SPLICES
A. Description: Factory-fabricated connectors, splices, and lugs of size, ampacity rating, material, type, and class for application and service indicated; listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and use.
B. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1. 3M.
2. AFC Cable Systems, Inc.
3. Gardner Bender.
4. Hubbell Power Systems, Inc.
5. Ideal Industries, Inc.
6. ILSCO.
7. NSi Industries LLC.
8. O-Z/Gedney; an EGS Electrical Group brand; an Emerson Industrial Automation business.
9. Tyco Electronics Corp.
C. Jacketed Cable Connectors: For steel and aluminum jacketed cables, zinc die-cast with set screws, designed to connect conductors specified in this Section.
D. Lugs: One piece, seamless, designed to terminate conductors specified in this Section.
1. Material: Aluminum.
2. Type: One hole with standard barrels.
3. Termination: Crimp.
PART 3 - EXECUTION
3.1 CONDUCTOR MATERIAL APPLICATIONS
A. Feeders:
1. Copper; stranded.
B. Branch Circuits:
1. Copper. stranded.
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3.2 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND
WIRING METHODS
A. Exposed Branch Circuits, Including in Crawlspaces: Type THHN/THWN-2, single conductors in raceway.
B. Branch Circuits Concealed in Ceilings, Walls, and Partitions: Type THHN/THWN-2, single conductors in raceway Metal-clad cable, Type MC.
C. Cord Drops and Portable Appliance Connections: Type SO, hard service cord with stainless steel, wire-mesh, strain relief device at terminations to suit application.
3.3 INSTALLATION, GENERAL
A. Conceal cables in finished walls, ceilings, and floors unless otherwise indicated.
B. Complete raceway installation between conductor and cable termination points according to Section 260533 "Raceways and Boxes for Electrical Systems" prior to pulling conductors and cables.
C. Use manufacturer-approved pulling compound or lubricant where necessary; compound used must not deteriorate conductor or insulation. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values.
D. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips, that will not damage cables or raceway.
E. Install exposed cables parallel and perpendicular to surfaces of exposed structural members, and follow surface contours where possible.
F. Support cables according to Section 260529 "Hangers and Supports for Electrical Systems."
3.4 INSTALLATION OF FIRE-ALARM WIRE AND CABLE
A. Comply with NFPA 72.
B. Cable Taps: Use numbered terminal strips in junction, pull, and outlet boxes; cabinets; or equipment enclosures where circuit connections are made.
3.5 CONNECTIONS
A. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A-486B.
B. Make splices, terminations, and taps that are compatible with conductor material and that possess equivalent or better mechanical strength and insulation ratings than unspliced conductors.
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26 05 19 - 5Low-Voltage Electrical Power Conductors & Cables C. Wiring at Outlets: Install conductor at each outlet, with at least 9 inch (180 mm) of slack.
3.6 IDENTIFICATION
A. Identify and color-code conductors and cables."
B. Identify each spare conductor at each end with identity number and location of other end of conductor, and identify as spare conductor.
3.7 FIELD QUALITY CONTROL
A. Tests and Inspections:
1. Perform each of the following visual and electrical tests:
a. Inspect exposed sections of conductor and cable for physical damage and correct connection according to the single-line diagram. b. Test bolted connections for high resistance using one of the following:
1) A low-resistance ohmmeter.
2) Calibrated torque wrench.
c. Inspect compression-applied connectors for correct cable match and indentation.
d. Inspect for correct identification.
e. Inspect cable jacket and condition.
f. Continuity test on each conductor and cable.
B. Cables will be considered defective if they do not pass tests and inspections.
C. Prepare test and inspection reports to record the following:
1. Procedures used.
2. Results that comply with requirements.
3. Results that do not comply with requirements, and corrective action taken to achieve compliance with requirements.
END OF SECTION 260519
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26 05 33 - 1Raceway and Boxes For Electrical Systems
SECTION 26 05 33
RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Type EMT-S raceways and elbows.
2. Type ERMC-S raceways, elbows, couplings, and nipples.
3. Type FMC-S raceways.
4. Type LFMC raceways.
5. Fittings for conduit, tubing, and cable.
6. Threaded metal joint compound.
7. Surface metal raceways and fittings.
8. Metallic outlet boxes, device boxes, rings, and covers.
9. 10. Cover plates for device boxes.
B. Related Requirements:
1. Section 260010 "Supplemental Requirements for Electrical" for additional abbreviations, definitions, submittals, qualifications, testing agencies, and other Project requirements applicable to Work specified in this Section.
1.2 ACTION SUBMITTALS
A. Product Data: For the following:
1. Surface metal raceways.
PART 2 - PRODUCTS
a.
2.2 TYPE EMT-S RACEWAYS AND ELBOWS
A. Performance Criteria:
1. Regulatory Requirements: Listed and labeled in accordance with NFPA 70 and marked for intended location and use.
2. General Characteristics: UL 797 and UL Category Control Number FJMX.
B. Steel Electrical Metal Tubing (EMT-S) and Elbows:
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Allied Tube & Conduit.
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b. Anamet Electrical, Inc.
c. Electri-Flex Company.
d. O-Z/Gedney; an EGS Electrical Group brand; an Emerson Industrial Automation business.
e. Patriot Aluminum Products, LLC.
f. Picoma Industries.
g. Republic Conduit.
h. Robroy Industries.
i. Western Tube and Conduit Corporation.
j. Wheatland Tube Company.
2. Material: Steel.
3. Options:
a. Exterior Coating: Zinc.
b. Interior Coating: Zinc.
c. Minimum Trade Size: Metric designator 16 (trade size 1/2).
2.3 TYPE ERMC-S RACEWAYS, ELBOWS, COUPLINGS, AND NIPPLES A. Performance Criteria:
1. Regulatory Requirements: Listed and labeled in accordance with NFPA 70 and marked for intended location and use.
2. General Characteristics: UL 6 and UL Category Control Number DYIX.
B. Galvanized-Steel Electrical Rigid Metal Conduit (ERMC-S-G), Elbows, Couplings, and Nipples:
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Allied Tube & Conduit.
b. Anamet Electrical, Inc.
c. Electri-Flex Company.
d. O-Z/Gedney; an EGS Electrical Group brand; an Emerson Industrial Automation business.
e. Patriot Aluminum Products, LLC.
f. Picoma Industries.
g. Republic Conduit.
h. Robroy Industries.
i. Western Tube and Conduit Corporation.
2. Exterior Coating: Zinc.
3. Options:
a. Interior Coating: Zinc.
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2.4 TYPE FMC-S RACEWAYS
A. Performance Criteria:
1. Regulatory Requirements: Listed and labeled in accordance with NFPA 70 and marked for intended location and use.
2. General Characteristics: UL 1 and UL Category Control Number DXUZ.
B. Steel Flexible Metal Conduit (FMC-S):
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. AFC Cable Systems, Inc.
b. Allied Tube & Conduit.
c. Anamet Electrical, Inc.
d. Electri-Flex Company.
e. O-Z/Gedney; an EGS Electrical Group brand; an Emerson Industrial Automation business.
f. Picoma Industries.
g. Republic Conduit.
h. Robroy Industries.
i. Western Tube and Conduit Corporation.
j. Wheatland Tube Company.
2. Material: Steel.
3. Options:
a. Minimum Trade Size: Metric designator 16 (trade size 1/2). b.
2.5 TYPE LFMC RACEWAYS
A. Performance Criteria:
1. Regulatory Requirements: Listed and labeled in accordance with NFPA 70 and marked for intended location and use.
2. General Characteristics: UL 360 and UL Category Control Number DXHR.
B. Steel Liquidtight Flexible Metal Conduit (LFMC-S):
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. AFC Cable Systems, Inc.
b. Allied Tube & Conduit.
c. Anamet Electrical, Inc.
d. Electri-Flex Company.
e. O-Z/Gedney; an EGS Electrical Group brand; an Emerson Industrial Automation business.
f. Picoma Industries.
g. Republic Conduit.
h. Robroy Industries.
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i. Western Tube and Conduit Corporation.
j. Wheatland Tube Company.
2. Material: Steel.
3. Options:
a. Minimum Trade Size: Metric designator 16 (trade size 1/2).
2.6 FITTINGS FOR CONDUIT
A. Performance Criteria:
1. Regulatory Requirements: Listed and labeled in accordance with NFPA 70 and marked for intended location and use.
B. Fittings for Type ERMC, Raceways:
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Allied Tube & Conduit.
b. Anamet Electrical, Inc.
c. Electri-Flex Company.
d. O-Z/Gedney; an EGS Electrical Group brand; an Emerson Industrial Automation business.
e. Picoma Industries.
f. Republic Conduit.
g. Robroy Industries.
h. Western Tube and Conduit Corporation.
i. Wheatland Tube Company.
2. General Characteristics: UL 514B and UL Category Control Number DWTT.
C. Fittings for Type EMT Raceways:
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Allied Tube & Conduit.
b. Anamet Electrical, Inc.
c. Electri-Flex Company.
d. O-Z/Gedney; an EGS Electrical Group brand; an Emerson Industrial Automation business.
e. Picoma Industries.
f. Republic Conduit.
g. Robroy Industries.
h. Western Tube and Conduit Corporation.
i. Wheatland Tube Company.
2. General Characteristics: UL 514B and UL Category Control Number FKAV.
3. Options:
a. Material: Steel.
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D. Fittings for Type FMC Raceways:
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Allied Tube & Conduit.
b. Anamet Electrical, Inc.
c. Electri-Flex Company.
d. O-Z/Gedney; an EGS Electrical Group brand; an Emerson Industrial Automation business.
e. Picoma Industries.
f. Republic Conduit.
g. Robroy Industries.
h. Western Tube and Conduit Corporation.
i. Wheatland Tube Company.
2. General Characteristics: UL 514B and UL Category Control Number ILNR.
E. Fittings for Type LFMC and Type LFNC Raceways:
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Allied Tube & Conduit.
b. Anamet Electrical, Inc.
c. Electri-Flex Company.
d. O-Z/Gedney; an EGS Electrical Group brand; an Emerson Industrial Automation business.
e. Picoma Industries.
f. Republic Conduit.
g. Robroy Industries.
h. Western Tube and Conduit Corporation.
i. Wheatland Tube Company.
2. General Characteristics: UL 514B and UL Category Control Number DXAS.
2.7 ELECTRICALLY CONDUCTIVE CORROSION-RESISTANT COMPOUNDS FOR
THREADED CONDUIT
A. Performance Criteria:
1. Regulatory Requirements: Listed and labeled in accordance with NFPA 70 and marked for intended location and use.
2. General Characteristics: UL 2419 and UL Category Control Number FOIZ.
B. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
1. Burndy
2. Crouse-Hinds
3. Kopr-Shield
4. Sanchem
5. Thomas & Betts
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2.8 SURFACE METAL RACEWAYS AND FITTINGS
A. Performance Criteria:
1. Regulatory Requirements: Listed and labeled in accordance with NFPA 70 and marked for intended location and use.
2. General Characteristics: UL 5 and UL Category Control Number RJBT.
B. Surface Metal Raceways and Fittings with Metal Covers:
1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
a. Hubbell Incorporated; Wiring Device-Kellems.
b. MonoSystems, Inc.
c. Panduit Corp.
d. Wiremold / Legrand.
2.9 METALLIC OUTLET BOXES, DEVICE BOXES, RINGS, AND COVERS A. Performance Criteria:
1. Regulatory Requirements: Listed and labeled in accordance with NFPA 70 and marked for intended location and use.
2. General Characteristics: UL 514A and UL Category Control Number QCIT.
B. Metallic Outlet Boxes:
1. Description: Box having pryout openings, knockouts, threaded entries, or hubs in either the sides of the back, or both, for entrance of conduit, conduit or cable fittings, or cables, with provisions for mounting outlet box cover, but without provisions for mounting wiring device directly to box.
2. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. ABB / Thomas & Betts.
b. Cooper Technologies Company.
c. RACO; Hubbell.
3. Options:
a. Material: Sheet steel.
C. Metallic Conduit Bodies:
1. Description: Means for providing access to interior of conduit or tubing system through one or more removable covers at junction or terminal point. In the United States, conduit bodies are listed in accordance with outlet box requirements.
2. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
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a. Adalet.
b. Cooper Technologies Company.
c. EGS/Appleton Electric.
d. Erickson Electrical Equipment Company.
e. Hubbell Incorporated.
f. O-Z/Gedney; an EGS Electrical Group brand; an Emerson Industrial Automation business.
g. Robroy Industries.
D. Metallic Device Boxes:
1. Description: Box with provisions for mounting wiring device directly to box.
2. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. ABB / Thomas & Betts.
b. Cooper Technologies Company.
c. RACO; Hubbell.
3. Options:
a. Material: Sheet steel.
E. Metallic Extension Rings:
1. Description: Ring intended to extend sides of outlet box or device box to increase box depth, volume, or both.
2. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. ABB / Thomas & Betts.
b. Cooper Technologies Company.
c. RACO; Hubbell.
2.10 JUNCTION BOXES, PULL BOXES, AND MISCELLANEOUS ENCLOSURES A. Performance Criteria:
1. Regulatory Requirements: Listed and labeled in accordance with NFPA 70 and marked for intended location and use.
2. General Characteristics:
a. Non-Environmental Characteristics: UL 50.
b. Environmental Characteristics: UL 50E.
B. Indoor Sheet Metal Junction and Pull Boxes:
1. Description: Box with a blank cover that serves the purpose of joining different runs of raceway or cable.
2. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
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a. ABB / Thomas & Betts.
b. Cooper Technologies Company.
c. RACO; Hubbell.
3. Additional Characteristics: UL Category Control Number BGUZ.
C. Indoor Sheet Metal Miscellaneous Enclosures:
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. ABB / Thomas & Betts.
b. Cooper Technologies Company.
c. Hoffman
d. RACO; Hubbell.
2. Additional Characteristics: UL 1773 and UL Category Control Number XCKT.
3. 2.11 COVER PLATES FOR DEVICES BOXES
A. Performance Criteria:
1. Regulatory Requirements: Listed and labeled in accordance with NFPA 70 and marked for intended location and use.
2. General Characteristics:
a. Reference Standards: UL 514D and UL Category Control Numbers QCIT and QCMZ.
b. Wallplate-Securing Screws: Metal with head color to match wallplate finish.
B. Metallic Cover Plates for Device Boxes:
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Cooper Wiring Devices; Division of Cooper Industries, Inc. (Cooper). b. Hubbell Incorporated; Wiring Device-Kellems (Hubbell). c. Legrand
d. Leviton Mfg. Company Inc. (Leviton).
e. Pass & Seymour/Legrand (Pass & Seymour).
f. Wallplate Material: 0.032 inch (0.8 mm) thick Type 302/304 non-magnetic stainless steel with brushed finish .
C. Nonmetallic Cover Plates for Device Boxes:
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Cooper Wiring Devices; Division of Cooper Industries, Inc. (Cooper). b. Hubbell Incorporated; Wiring Device-Kellems (Hubbell). c. Legrand
d. Leviton Mfg. Company Inc. (Leviton).
e. Pass & Seymour/Legrand (Pass & Seymour).
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f. Wallplate Material: 0.060 inch (1.5 mm) thick high-impact thermoplastic (nylon) with smooth finish and color matching wiring device.
PART 3 - EXECUTION
3.1 SELECTION OF RACEWAYS
A. Unless more stringent requirements are specified in Contract Documents or manufacturers' written instructions, comply with NFPA 70 for selection of raceways.
Consult Architect for resolution of conflicting requirements.
B. Indoors:
1. Hazardous Classified Locations: ERMC.
2. Exposed and Subject to Severe Physical Damage: ERMC. Subject to severe physical damage includes the following locations:
a. Loading docks.
b. Corridors used for traffic of mechanized carts, forklifts, and pallet-handling units.
c. Mechanical rooms.
d. Gymnasiums.
3. Exposed and Subject to Physical Damage: ERMC EMT. Subject to physical damage includes the following locations:
a. Locations less than 2.5 m (8 ft) above finished floor.
4. Exposed and Not Subject to Physical Damage: ERMC EMT.
5. Concealed in Ceilings and Interior Walls and Partitions: ERMC EMT.
6. Damp or Wet Locations: ERMC Corrosion-resistant EMT.
7. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic, Electric Solenoid, or Motor-Driven Equipment): LFMC FMC.
C. Raceway Fittings: Select fittings in accordance with NEMA FB 2.10 guidelines.
1. ERMC: Provide threaded type fittings unless otherwise indicated.
3.2 SELECTION OF BOXES AND ENCLOSURES
A. Unless more stringent requirements are specified in Contract Documents or manufacturers' written instructions, comply with NFPA 70 for selection of boxes and enclosures. Consult Architect for resolution of conflicting requirements.
B. Degree of Protection:
1. Indoors:
a. Type 1 unless otherwise indicated.
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b. Damp or Dusty Locations: Type 4.
c. Surface Mounted in Kitchens and Other Locations Exposed to Oil or Coolants: Type 12.
d. Locations Exposed to Airborne Dust, Lint, Fibers, or Flyings: Type 4.
3.3 INSTALLATION OF RACEWAYS
A. Installation Standards:
1. Unless more stringent requirements are specified in Contract Documents or manufacturers' written instructions, comply with NFPA 70 for installation of raceways. Consult Architect for resolution of conflicting requirements.
2. Comply with NFPA 70 limitations for types of raceways allowed in specific occupancies and number of floors.
3. Comply with requirements in Section 260529 "Hangers and Supports for Electrical Systems" for hangers and supports.
4. Comply with NECA NEIS 101 for installation of steel raceways.
5. Comply with NECA NEIS 102 for installation of aluminum raceways.
6. Comply with NECA NEIS 111 for installation of nonmetallic raceways.
7. Install raceways square to the enclosure and terminate at enclosures without hubs with locknuts on both sides of enclosure wall. Install locknuts hand tight, plus one-quarter turn more.
8. Terminate threaded conduits into threaded hubs or with locknuts on inside and outside of boxes or cabinets. Install bushings on conduits up to metric designator 35 (trade size 1-1/4) and insulated throat metal bushings on metric designator 41 (trade size 1-1/2) and larger conduits terminated with locknuts. Install insulated throat metal grounding bushings on service conduits.
9. Raceway Terminations at Locations Subject to Moisture or Vibration:
B. General Requirements for Installation of Raceways:
1. Complete raceway installation before starting conductor installation.
2. Provide stub-ups through floors with coupling threaded inside for plugs, set flush with finished floor. Plug coupling until conduit is extended above floor.
3. Conceal conduit within finished walls, ceilings, and floors unless otherwise indicated. Install conduits parallel or perpendicular to building lines.
4. Install raceway sealing fittings at accessible locations in accordance with NFPA 70 and fill them with listed sealing compound. For concealed raceways, install fitting in flush steel box with blank cover plate having finish similar to that of adjacent plates or surfaces. Install raceway sealing fittings in accordance with NFPA 70.
5. Install devices to seal raceway interiors at accessible locations. Locate seals so no fittings or boxes are between the seal and the following changes of environments. Seal interior of raceways at the following points:
a. Where conduits pass from warm to cold locations, such as boundaries of refrigerated spaces.
b. Where an underground service raceway enters a building or structure. c. Conduit extending from interior to exterior of building. d. Conduit extending into pressurized duct and equipment. 382
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e. Conduit extending into pressurized zones that are automatically controlled to maintain different pressure set points.
f. Where otherwise required by NFPA 70.
6. Do not install raceways or electrical items on "explosion-relief" walls or rotating equipment.
7. Do not install conduits within 2 inch (50 mm) of the bottom side of a metal deck roof.
8. Keep raceways at least 6 inch (150 mm) away from parallel runs of flues and steam or hot-water pipes. Install horizontal raceway runs above water and steam piping.
9. Cut conduit perpendicular to the length. For conduits metric designator 53 (trade size 2) and larger, use roll cutter or a guide to make cut straight and perpendicular to the length. Ream inside of conduit to remove burrs.
10. Install pull wires in empty raceways. Provide polypropylene or monofilament plastic line with not less than 200 lb (90 kg) tensile strength. Leave at least 12 inch (300 mm) of slack at both ends of pull wire. Cap underground raceways designated as spare above grade alongside raceways in use.
C. Requirements for Installation of Specific Raceway Types:
1. Type ERMC:
a. Threaded Conduit Joints, Exposed to Wet, Damp, Corrosive, or Outdoor Conditions: Apply listed compound that maintains electrical conductivity to threads of raceway and fittings before making up joints. Follow compound manufacturer's written instructions.
2. Types FMC, LFMC:
a. Comply with NEMA RV 3. Provide a maximum of 72 inch (1830 mm) of flexible conduit for recessed luminaires, equipment subject to vibration, noise transmission, or movement; and for transformers and motors.
3. D. Stub-ups to Above Recessed Ceilings:
1. Provide EMT, or ERMC for raceways.
2. Provide a conduit bushing or insulated fitting to terminate stub-ups not terminated in hubs or in an enclosure.
E. Raceway Fittings: Install fittings in accordance with NEMA FB 2.10 guidelines.
1. EMT: Provide setscrew or compression, steel fittings. Comply with NEMA FB 2.10.
2. Flexible Conduit: Provide only fittings listed for use with flexible conduit type.
Comply with NEMA FB 2.20.
F. Raceways Penetrating Rooms or Walls with Acoustical Requirements:
1. Seal raceway openings on both sides of rooms or walls with acoustically rated putty.
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3.4 INSTALLATION OF SURFACE RACEWAYS
A. Install surface raceways only where indicated on Drawings.
B. Install surface raceway with a minimum 2 inch (50 mm) radius control at bend points.
C. Secure surface raceway with screws or other anchor-type devices at intervals not exceeding 48 inch (1200) mm) and with no less than two supports per straight raceway section. Support surface raceway in accordance with manufacturer's written instructions. Tape and glue are unacceptable support methods.
3.5 INSTALLATION OF BOXES AND ENCLOSURES
A. Provide boxes in wiring and raceway systems wherever required for pulling of wires, making connections, and mounting of devices or fixtures.
B. Mount boxes at heights indicated on Drawings. If mounting heights of boxes are not individually indicated, give priority to ADA requirements. Install boxes with height measured to center of box unless otherwise indicated.
C. Recessed Boxes in Masonry Walls: Saw-cut opening for box in center of cell of masonry block, and install box flush with surface of wall. Prepare block surfaces to provide a flat surface for a raintight connection between box and cover plate or supported equipment and box, whether installed indoors or outdoors.
D. Horizontally separate boxes mounted on opposite sides of walls so they are not in the same vertical channel.
E. Locate boxes so that cover or plate will not span different building finishes.
F. Support boxes in recessed ceilings independent of ceiling tiles and ceiling grid.
G. Support boxes of three gangs or more from more than one side by spanning two framing members or mounting on brackets specifically designed for purpose.
H. Fasten junction and pull boxes to, or support from, building structure. Do not support boxes by conduits.
I. Set metal floor boxes level and flush with finished floor surface.
J. Set nonmetallic floor boxes level. Trim after installation to fit flush with finished floor surface.
K. Do not install aluminum boxes, enclosures, or fittings in contact with concrete or earth.
L. Do not rely on locknuts to penetrate nonconductive coatings on enclosures. Remove coatings in the locknut area prior to assembling conduit to enclosure to ensure a continuous ground path.
M. Boxes and Enclosures in Areas or Walls with Acoustical Requirements:
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1. Seal openings and knockouts in back and sides of boxes and enclosures with acoustically rated putty.
2. Provide gaskets for wallplates and covers.
3.6 PROTECTION
A. Protect coatings, finishes, and cabinets from damage and deterioration.
1. Repair damage to galvanized finishes with zinc-rich paint recommended by manufacturer.
2. Repair damage to PVC coatings or paint finishes with matching touchup coating recommended by manufacturer.
3.7 CLEANING
A. Boxes: Remove construction dust and debris from device boxes, outlet boxes, and floor-mounted enclosures before installing wallplates, covers, and hoods.
END OF SECTION 260533
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26 27 26 - 1 Wiring Devices
SECTION 26 27 26
WIRING DEVICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. General-use switches.
2. General-grade duplex straight-blade receptacles.
3. Receptacles with ground-fault protective devices.
4. Connectors, cords, and plugs.
B. Related Requirements:
1. Section 260010 "Supplemental Requirements for Electrical" for additional abbreviations, definitions, submittals, qualifications, testing agencies, and other Project requirements applicable to Work specified in this Section.
1.2 ACTION SUBMITTALS
A. Product Data:
1. Toggle switches.
2. Duplex straight-blade receptacles.
3. Receptacles with GFCI device.
4. Cord connectors.
B. Field Quality-Control Submittals:
1. Field quality-control reports.
PART 2 - PRODUCTS
2.1 GENERAL-USE SWITCHES
A. Toggle Switch:
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Arrow Hart, Wiring Devices; Eaton Electrical Sector
b. Cooper Wiring Devices; Division of Cooper Industries, Inc. (Cooper). c. Hubbell Incorporated; Wiring Device-Kellems (Hubbell). d. Legrand
e. Leviton Mfg. Company Inc. (Leviton).
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f. Pass & Seymour/Legrand (Pass & Seymour).
2. Regulatory Requirements:
a. Listed and labeled in accordance with NFPA 70, by qualified electrical testing laboratory recognized by authorities having jurisdiction, and marked for intended location and application.
3. General Characteristics:
a. Reference Standards: UL CCN WMUZ and UL 20.
4. Accessories:
a. Cover Plate: 0.060 inch (1.5 mm) thick, high-impact thermoplastic (nylon) with smooth finish and color matching wiring device; from same manufacturer as wiring device.
b. Securing Screws for Cover Plate: Metal with head color matching wallplate finish.
2.2 GENERAL-GRADE DUPLEX STRAIGHT-BLADE RECEPTACLES
A. Duplex Straight-Blade Receptacle:
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Arrow Hart, Wiring Devices; Eaton Electrical Sector
b. Cooper Wiring Devices; Division of Cooper Industries, Inc. (Cooper). c. Hubbell Incorporated; Wiring Device-Kellems (Hubbell). d. Legrand
e. Leviton Mfg. Company Inc. (Leviton).
f. Pass & Seymour/Legrand (Pass & Seymour).
2. Regulatory Requirements:
a. Listed and labeled in accordance with NFPA 70, by qualified electrical testing laboratory recognized by authorities having jurisdiction, and marked for intended location and application.
3. General Characteristics:
a. Reference Standards: UL CCN RTRT and UL 498.
4. Accessories:
a. Cover Plate: 0.060 inch (1.5 mm) thick, high-impact thermoplastic (nylon) with smooth finish and color matching wiring device; from same manufacturer as wiring device.
b. Securing Screws for Cover Plate: Metal with head color matching wallplate finish.
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2.3 RECEPTACLES GROUND-FAULT PROTECTIVE DEVICES
A. General-Grade, Weather-Resistant, Tamper-Resistant Duplex Straight-Blade Receptacle with GFCI Device:
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Arrow Hart, Wiring Devices; Eaton Electrical Sector
b. Cooper Wiring Devices; Division of Cooper Industries, Inc. (Cooper). c. Hubbell Incorporated; Wiring Device-Kellems (Hubbell). d. Legrand
e. Leviton Mfg. Company Inc. (Leviton).
f. Pass & Seymour/Legrand (Pass & Seymour).
2. Regulatory Requirements:
a. Listed and labeled in accordance with NFPA 70, by qualified electrical testing laboratory recognized by authorities having jurisdiction, and marked for intended location and application.
3. General Characteristics:
a. Reference Standards: UL CCN KCXS, UL 498, and UL 943.
4. Accessories:
a. Cover Plate: 0.060 inch (1.5 mm) thick, high-impact thermoplastic (nylon) with smooth finish and color matching wiring device; from same manufacturer as wiring device.
b. Securing Screws for Cover Plate: Metal with head color matching wallplate finish.
2.4 CONNECTORS, CORDS, AND PLUGS
A. Watertight, Sealed Cord Connector:
1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:
a. Arrow Hart, Wiring Devices; Eaton Electrical Sector
b. Cooper Wiring Devices; Division of Cooper Industries, Inc. (Cooper). c. Crouse Hinds
d. Hubbell Incorporated; Wiring Device-Kellems (Hubbell). e. Legrand
f. Leviton Mfg. Company Inc. (Leviton).
g. Pass & Seymour/Legrand (Pass & Seymour).
2. Regulatory Requirements:
a. Listed and labeled in accordance with NFPA 70, by qualified electrical testing laboratory recognized by authorities having jurisdiction, and marked for intended location and application.
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3. General Characteristics:
a. Reference Standards: UL CCN AXUT and UL 498.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Receptacles:
1. Verify that receptacles to be procured and installed for Owner-furnished equipment are compatible with mating attachment plugs on equipment.
3.2 INSTALLATION OF SWITCHES
A. Comply with manufacturer's instructions.
B. Reference Standards:
1. Unless more stringent requirements are specified in Contract Documents or manufacturers' instructions, comply with installation instructions in NECA NEIS 130.
2. Mounting Heights: Unless otherwise indicated in Contract Documents, comply with mounting heights recommended in NECA NEIS 1.
3. Consult Architect for resolution of conflicting requirements.
C. Identification:
1. Identify cover or cover plate for device with panelboard identification and circuit number.
3.3 INSTALLATION OF STRAIGHT-BLADE RECEPTACLES
A. Comply with manufacturer's instructions.
B. Reference Standards:
1. Unless more stringent requirements are specified in Contract Documents or manufacturers' instructions, comply with installation instructions in NECA NEIS 130.
2. Mounting Heights: Unless otherwise indicated in Contract Documents, comply with mounting heights recommended in NECA NEIS 1.
3. Receptacle Orientation: Unless otherwise indicated in Contract Documents, orient receptacle to match configuration diagram in NEMA WD 6.
4. Consult Architect for resolution of conflicting requirements.
C. Identification:
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1. Identify cover or cover plate for device with panelboard identification and circuit number.
D. Interfaces with Other Work:
1. Do not install Type 3 SPD, including surge-protected relocatable taps and power strips, on branch circuit downstream of GFCI device.
3.4 INSTALLATION OF CONNECTORS, CORDS, AND PLUGS
A. Comply with manufacturer's instructions.
B. Interfaces with Other Work:
1. Coordinate with Section 262726.43 "Special-Purpose Power Outlet Assemblies" for installation of connectors and cords on fabricated power-outlet cord management assemblies.
3.5 FIELD QUALITY CONTROL OF SWITCHES
A. Tests and Inspections:
1. Perform tests and inspections in accordance with manufacturers' instructions.
B. Nonconforming Work:
1. Unit will be considered defective if it does not pass tests and inspections.
2. Remove and replace defective units and retest.
C. Assemble and submit test and inspection reports.
3.6 FIELD QUALITY CONTROL OF STRAIGHT-BLADE RECEPTACLES A. Tests and Inspections:
1. Insert and remove test plug to verify that device is securely mounted.
2. Verify polarity of hot and neutral pins.
3. Measure line voltage.
4. Measure percent voltage drop.
5. Measure grounding circuit continuity; impedance must be not greater than 2 ohms.
B. Nonconforming Work:
1. Device will be considered defective if it does not pass tests and inspections.
2. Remove and replace defective units and retest.
C. Assemble and submit test and inspection reports.
RFIELD QUALITY CONTROL OF CONNECTORS, CORDS, AND PLUGS
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A. Tests and Inspections:
1. Perform tests and inspections indicated in manufacturer's instructions.
B. Nonconforming Work:
1. Unit will be considered defective if it does not pass tests and inspections.
2. Remove and replace defective units and retest.
C. Assemble and submit test and inspection reports.
3.8 PROTECTION
A. Devices:
1. Schedule and sequence installation to minimize risk of contamination of wires and cables, devices, device boxes, outlet boxes, covers, and cover plates by plaster, drywall joint compound, mortar, cement, concrete, dust, paint, and other materials.
2. After installation, protect wires and cables, devices, device boxes, outlet boxes, covers, and cover plates from construction activities. Remove and replace items that are contaminated, defaced, damaged, or otherwise caused to be unfit for use prior to acceptance by Owner.
B. Connectors, Cords, and Plugs:
1. After installation, protect connectors, cords, and plugs from construction activities. Remove and replace items that are contaminated, defaced, damaged, or otherwise caused to be unfit for use prior to acceptance by Owner.
END OF SECTION 262726
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32 17 00 - 1 Parking Bumpers
SECTION 32 17 00
PARKING BUMPERS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: Provide precast concrete parking bumpers (wheel stops) with adhesives for complete secure installation.
1.2 SUBMITTALS
A. Product Data/Shop Drawings: Submit for parking bumpers dimensions, anchorage, and locations in typical parking spaces.
1.3 QUALITY ASSURANCE
A. Sustainability Requirements: Comply with CALGreen requirements including those relative to finish material pollution control for adhesives, sealants, and caulks.
PART 2 - PRODUCTS
2.1 MATERIALS
A. System Description: Provide precast concrete parking bumpers (wheel stops).
B. Accessibility Regulatory Requirements: Provide for assuring access for persons with disabilities in accordance with state and federal regulations.
1. California Regulations: Comply with California Building Standards Code.
2. Federal Regulations: Comply with Americans with Disabilities Act (ADA) Standards.
C. Regulatory Requirements, Volatile Organic Compound (VOC) Emissions: Comply with applicable air quality management district for VOC emissions for adhesives.
D. Parking Bumpers: Stock manufactured parking bumpers of not less than 3000 psi concrete, without holes.
E. Epoxy Adhesive: Nontoxic epoxy adhesive as recommended by adhesive manufacturer for use with parking bumpers and capable of withstanding loads from automobile wheels; steel anchor devices are not acceptable. 392
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PART 3 - EXECUTION
3.1 INSTALLATION
A. Set parking bumpers in minimum two spots of epoxy adhesive at locations indicated and as required by applicable codes and regulations.
1. Provide at front of each parking space unless otherwise indicated on Drawings.
B. Set square and true with parking space lines.
END OF SECTION
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32 17 20 - 1 Tactile Warning Surfaces
SECTION 32 17 20
TACTILE WARNING SURFACES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: Provide tactile warning surface to ensure tactile warning for persons with visual impairments as required by state and federal requirements.
B. Related Sections:
1. Section 09 90 00: Painted traffic lines and symbols.
1.2 REFERENCES
A. California Building Standards Code, Title 24, requirements for access for persons with disabilities.
B. Americans with Disabilities Act (ADA) Standards.
1.3 SUBMITTALS
A. Product Data: Submit manufacturer's product literature.
B. Samples: Submit sample of tactile warning surface material.
1.4 QUALITY ASSURANCE
A. Sustainability Requirements: Comply with CALGreen requirements including those relative to finish material pollution control for adhesives, sealants, and caulks.
1.5 PROJECT CONDITIONS
A. Ensure substrates to receive tactile warning surfaces are smooth and flat with maximum variation of 1/8" in 10'-0".
B. Ensure concrete is dry (maximum 7 percent moisture content) and exhibit negative alkalinity, carbonizing and dusting.
1.6 WARRANTY
A. Extended Correction Period: Extend correction period to two years.
1. Repair or replace tactile warning units which break, delaminate or otherwise fail under normal usage.
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PART 2 - PRODUCTS
2.1 SYTEMS MANUFACTURERS
A. ADA Solutions.
B. Advantage Tactile Systems.
C. Armor-Tile.
D. SafetyStep TD.
E. Substitutions: Refer to Section 01 25 00.
2.2 MATERIALS
A. System Description: Provide tactile warning surfaces with accessories.
B. Regulatory Requirements, Accessibility: Provide for assuring access for persons with disabilities in accordance with state and federal regulations.
1. California Regulations: Comply with California Building Standards Code.
2. Federal Regulations: Comply with Americans with Disabilities Act (ADA) Standards.
C. Regulatory Requirements, Volatile Organic Compound (VOC) Emissions: Comply with applicable air quality management district for VOC emissions for adhesives.
D. Regulatory Requirements, Slip-Resistance: Hard surface finishes to comply with requirements of authorities having jurisdiction for slip-resistant hard surfaces, including general code requirements and requirements for access for persons with disabilities.
E. Tactile Warning Surface: Comply with applicable codes and regulations. Tactile warning surface shall differ from adjoining walking surfaces in resiliency or sound-oncane contact.
1. Type: Contractor option to choose systems from manufacturers listed and to ensure preparation of installation of tactile warning surfaces result in top surface of system to be flush with adjacent surfaces unless otherwise indicated. a. Where otherwise indicated provide transition strips to comply with access requirements for ensuring smooth transition from adjacent surfaces to primary surface of tactile warning surfaces.
2. Color: Comply with applicable codes and regulations; where options are provided as selected by Architect from full range of code approved colors available.
F. Primers and Adhesives: Waterproof epoxy or modified epoxy type as recommended by system manufacturer for specified material and extra heavy-duty application. 395
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PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine adjacent construction and ensure preparation for installation of tactile warning surfaces has been correctly coordinated.
3.2 PREPARATION
A. Remove subsurface ridges, bumps and voids, and clean substrate.
3.3 INSTALLATION
A. Spread cement evenly in quantity recommended by manufacturer to ensure adhesion over entire area of installation.
1. Spread only enough adhesive to permit installation of tactile surface material before initial set.
B. Set in place with tight, even joints, and full adhesion in accordance with manufacturer recommendations and installation instructions.
1. Where radius installation is indicated, install with maximum 3/16" gap at leading edge of units using units designed for surface installation with tapered edges.
C. Install units with tapered edges where edges of system are not recessed or not flush with adjacent surfaces.
3.4 CLEANING
A. Remove excess adhesive from unit surfaces without causing damage to tactile surface or to adjacent surfaces.
1. Clean surfaces in accordance with manufacturer's recommendations.
3.5 PROTECTION
A. Prohibit traffic for not less than 48 hours after installation unless otherwise noted in manufacturer's literature.
END OF SECTION
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CITY COUNCIL AGENDA REPORT
MEETING DATE: May 1, 2024 ITEM # 7
SUBJECT:
CONSIDERATION OF APPROVAL OF SCOTT AND SONS WEED CONTROL CONTRACT AMENDMENT 3 FOR WEED ABATEMENT SERVICES
INITIATED OR REQUESTED BY: REPORT COORDINATED OR PREPARED BY:
[ ] Council [ X ] Staff
[ ] Other
Bryan Jonson, Fire Marshal
Fire Department
ATTACHMENT [ X ] Yes [ ] No [ ] Information [ ] Direction [ X ] Action
OBJECTIVE
The purpose of this report is to receive City Council’s approval for a contract extension to Scott and Sons Weed Control for weed abatement services for two additional years as allowable in the initial Council approved contract.
RECOMMENDED ACTION
Staff respectfully recommends that the City Council:
1. Find that contract amendment 3 with Scott and Sons Weed Control for weed abatement services is exempt from CEQA pursuant to the Class 1 exemption under CEQA Guidelines, Section 15301;
2. Approve contract amendment 3 with Scott and Sons Weed Control to extend the term of the contract through May 19, 2026, and add compensation for FY24/25 and FY25/26 for Fire, Parks, Port, and Public Works in the amount of $238,936.77;
3. Authorize the City Manager or his designee to execute non-substantive changes or modifications to the Contract for Services, with approval from the City Attorney;
4. Authorize the City Manager or his designee to execute amendments or change orders up to 10% of the contract in the amount of $23,900; and
5. Authorize the City Manager or his designee to execute Contract Amendment 3.
BACKGROUND
In May of 2021, the City Council approved a contract for weed abatement services with Scott and Sons Weed Control, which is scheduled to expire on May 19, 2024. The contract, however, includes a two-year extension that we would like to initiate to continue weed abatement services through May of 2026.
ANALYSIS
Combustible vegetation and wildland/urban interface (WUI) fires have often been in the news in recent years.
Nine of the 25 costliest (in terms of property loss) fires in U.S. history were described as forest, wildland or Wildland Urban Interface (WUI) fires, with the eight costliest in the last two decades. Although West Sacramento does not have specifically defined WUI in our jurisdiction, we do have multiple identified moderate fire hazard severity zones. With the inclusion of the existing rural areas in the southern part of the city, a legitimate threat of vegetation fire exists.
Based on data from the most current (2018) National Fire Protection Association’s (NFPA’s) report, Brush, Grass, and Forest Fires, local fire departments responded to an estimated average of 306,000 brush, grass, and forest (vegetation) fires in the U.S. per year in 2011-2015, an average of 840 per day. These incidents accounted for almost one quarter (23%) of the fires reported to local fire departments during this period. That coupled with California representing the second highest percentage (11%) of total vegetated acres burned (309,287) in the U.S. in 2022, the City’s weed abatement program is our way to keep these types of fires and statistics low in West Sacramento.
To assure the City maintains a low incident rate for vegetation fires, it is important to hold property owners accountable for maintaining their property in a safe condition. For those property owners who fail to manage that responsibility, we force abate the life safety threat by utilizing a contractor for mitigation services. This two-year $60,000 ($30,000 per year) contract extension allows the Fire Department to conduct force abatement as necessary and other City departments to utilize the existing contract for weed abatement.
The increase for each department for FY24/25 and FY25/FY26 is detailed below. 397
Weed Abatement Services Contract Extension
May 1, 2024
Environmental Considerations
The weed abatement services project is considered maintenance of existing facilities involving no expansion of existing use and therefore categorically exempt from environmental review under CEQA pursuant to the Class 1 exemption under CEQA Guidelines, Section 15301.
Commission Recommendation
Not Applicable
Strategic Plan Integration
This program allows our residents to feel safe and secure, enjoy a comfortable living environment, and take pride in our community.
Alternatives
1. Reject the submittals and direct staff to conduct another solicitation; or
2. The City may choose not to actively pursue weed abatement; however, it is more than probable that there will be an increase in the intensity of vegetation fires as the fuel becomes drier during the summer months.
Coordination and Review
This report was produced by the Fire Department’s Community Risk Reduction Division in conjunction with the Finance Department.
Budget/Cost Impact
100% of the private party weed abatement costs (historically under $30,000) are reimbursed by property owners, which also includes a 20% administrative fee.
ATTACHMENT
1. Scott and Sons Contract Amendment 3
398
Attachment 1
Scott & Sons Weed Control
MCO21-014 – Weed Abatement
Expires 5/19/2026
AMENDMENT NO. 3
to the
CONTRACT FOR SERVICES
between the
CITY OF WEST SACRAMENTO
And
Scott & Sons Weed Control
Dated May 19, 2021
This Amendment No. 3 to the Contract for Services between the City of West Sacramento and Scott & Sons Weed Control dated May 19, 2021, is made and entered into this 10th day of November 2022. Except as expressly amended herein, the May 19, 2021, Contract for Services is in full force and effect.
RECITALS
WHEREAS, the Fire Department entered into a contract with Scott & Sons Weed Control on May 19, 2021; and
WHEREAS, the Parks & Recreation Department amended the contract on May 18, 2022 to add additional scope and funding; and
WHEREAS, the Port of West Sacramento amended the contract to include Port weed abatement at the same rates listed in the original contract on December 14, 2022; and WHEREAS, the City would like to extend the contract for an additional 2 years as authorized in the initial contract and add compensation for each Department; and WHEREAS, the City and Consultant desire to amend said contract.
NOW, THEREFORE, IT IS MUTUALLY AGREED by parties hereto to amend said agreement as follows:
I. SCOPE OF SERVICES:
The scope of services for the Parks and Recreation Department as set forth in Contract Amendment 1 dated May 18, 2022, shall be revised as noted in Exhibit A. All other scopes shall remain the same.
II. COMPENSATION:
The compensation as set forth in the Contract for Services dated May 19, 2021, shall be replaced with the updated Schedule of Fees as outlined in Exhibit B.
Compensation shall be increased by $238,936.77 for Fire, Parks, Port and Public Works as outlined in Exhibit B, and total contract shall not exceed $499,257.87 without the City’s written approval.
III. TERMS:
The contract term as set forth in the Contract for Services dated May 19, 2021, shall be extended by two years, and will expire on May 19, 2026.
IN WITNESS WHEREOF the parties hereto have executed this Agreement as the date herein set forth.
399
Scott & Sons Weed Control
MCO21-014 – Weed Abatement
Expires May 19, 2024
CITY OF WEST SACRAMENTO
By:
Amanda Berlin, Assistant City Manager
SCOTT & SONS WEEK CONTROL
By: Greg W. Scott, President
APPROVED AS TO FORM
By:
Jeffrey Mitchell, City Attorney
ATTEST:
By: ________________________________________________________ Jennifer Cusmir, City Clerk
400
Scott & Sons Weed Control
MCO21-014 – Weed Abatement
Expires May 19, 2024
Exhibit A
Scope
401
Exhibit A
City of West Sacramento
Scope of Services/Area Map/Proposal Forms
Mowing Areas – City of West Sacramento
402
Exhibit A
403
Exhibit A
404
Main Drain Extension and Port Towne CFD
Exhibit A
405
Water Treatment Plant Open Space
Exhibit A
406
Exhibit A
407
Heritage Oaks Park at the corner of Lake Washington Blvd and Village Parkway Exhibit A
408
Amendment 3 - Parks & Recreation Scope
Mowing Area 1st mowing 2nd mowing Total Cost
+ 10%
MC-10 Ponds $3,880.00 - $4,268.00
Bridgeway Lakes $9,035.00 $9,035.00 $19,877.00
Bridgeway Lakes Extension $940.00 - $1,034.00
Jefferson/I80 Interchange - - -
Main Drain Canal $2,633.50 - $2,896.85
Main Drain Canal Extension $1,520.00 - $1,672.00
Water Treatment Plant $1,720.00 $1,720.00 $3,784.00
West Capitol at Pine - - -
Hoopa Pond $1,035.00 - $1,138.50
Heritage Oaks Park $1,100.00 - $1,210.00
Annual Total $35,880.35
2-year Total $71,760.70
Additional On-Call Work as Needed for 2-Year Term $7,176.07 Total Contract $78,936.77
*Mowing occurs a minimum of once a year, but may include more to maintain a manageable state
Exhibit A
409
Contract for Services
Scott and Sons Weed Control
February 8, 2024
2 EXHIBIT B
Schedule of Fees
Line
Item
Description Quantity Unit of
Measure
Unit
Cost
Total Comments
1 Discing (<1/2 acre) 1 each $150.00 $150.00
2 Discing (1/2 - 1 acre) 1 each $165.00 $165.00
3 Discing (>1 acre) 1 each $165.00 $165.00
4 30' fire break 1 linear foot $0.12 $0.12
5 Flail mowing 1 hour $100.00 $100.00
6 Hand
mowing/weedeater
1 hour $65.00 $65.00
7 Debris removal 1 cubic yard $380.00 $380.00
410
Exhibit B
Schedule of Fees
411
CITY COUNCIL AGENDA REPORT
MEETING DATE: May 1, 2024 ITEM # 8
SUBJECT:
CONSIDERATION OF FIRST READING OF ORDINANCE 24-6 AMENDING CHAPTER
12.08 OF THE CITY OF WEST SACRAMENTO MUNICIPAL CODE REGULATING
SPECIAL EVENTS IN THE CITY
INITIATED OR REQUESTED BY: REPORT COORDINATED OR PREPARED BY:
[ ] Council [ X ] Staff
[ ] Other
Erin Rivas, Business Manager
Parks and Recreation Department
ATTACHMENT [ X ] Yes [ ] No [ ] Information [ ] Direction [ X ] Action
OBJECTIVE
The objective of this report is to introduce Ordinance 24-6, amending Chapter 12.08 of the City of West Sacramento Municipal Code regulating Special Events within the city limits.
RECOMMENDED ACTION
Staff respectfully recommends that the City Council:
1) Waive the first reading and read by title and number only Ordinance 24-6, amending Chapter 12.08 of the City of West Sacramento Municipal Code related to Special Events within the city limits of the City of West Sacramento; and
2) Inform the audience that the second reading and adoption of Ordinance 24-6, is tentatively scheduled for May 15, 2024.
BACKGROUND
Chapter 12.08 of the City of West Sacramento Municipal Code relates to Special Events within the city limits of the City of West Sacramento. Chapter 12.08 was last updated in 2022 to reflect changes in the City Special Event Program and provide improved customer service to constituents. The updates were primarily administrative, but the updates included:
Updating the number of attendees associated with Special Event categories Increasing the size of tents, canopies or awnings triggering a Special Event Permit Defining an “Annual Permit”
Updating the application deadline for Category III Events Establishing that late applications may be subject to a late fee Updating the requirements for block parties
Adding language to address unpaid event costs
Including language reflecting the City Council-adopted Administrative Policy related to the waiver or reduction of City service fees
An interdisciplinary team of staff, including Parks, Police, Fire, Transportation, Parking, Building and Public Works department representatives meet monthly to review pending Special Event Permit applications. As part of these meetings, staff has seen a significant increase in applications for Special Events in parking lots within the Entertainment District. The purpose of the parking lots in the Entertainment District is to support vehicle parking for Special Event attendees within the Entertainment District. To address the safety and need to regulate the use of parking lots for Special Events, staff is proposing to update Chapter 12.08 of the Municipal Code.
ANALYSIS
Proposed updates to Chapter 12.08 of the City’s Municipal Code related to Special Events are included as part of Attachment 1 and summarized below:
12.08.050 - Permits for special events occurring at venues or facilities not intended for special events as its primary purpose.
– Permits will be considered for events when involving venues or facilities not constructed for the purpose of producing, hosting or staging special events or sporting events. These permits shall be subject to the same rules and regulations applicable to other special event permits. The amendment eliminates applicability of this subsection to only agricultural and residential zones, subject to the restrictions of the following subsections. – No more than twelve special events per calendar year shall be permitted in agricultural or residential zones, when involving venues or facilities that were not designed or intended for such 412
First Reading of Ordinance 24-6
May 1, 2024
events as its primary purpose. The applicant shall submit a special event permit application for each event.
– Permits will not be considered for events proposed on privately owned parcels principally used for parking, where parking is not incidental to another on-site activity and the parcel is not intended for special events as its primary purpose.
12.08.100 Grounds for denial.
– A permit request will be denied if the event occurs on privately owned parcel(s), or portion thereof, that is/are principally used for parking and the parking use on the parcel(s) is not incidental to another onsite commercial activity. 12.08.170 Waiver or reduction in city support service fees. – Section deleted as the policy identified in the section will be updated and modified within the Administrative Policy Manual and cross-reference in the municipal code is not necessary or required.
A draft ordinance, along with a redline version reflecting proposed updates to Chapter 12.08, are included as Attachments 1 and 2, respectively. These updates are primarily administrative, but further promote the facilitation of Special Events within the City. The City recognizes that Special Events provide cultural enrichment, promote economic vitality and enhance community identity and pride. Properly permitting Special Events helps to consider the public benefits of the event, along with public health and safety and reducing impacts to residents and businesses.
Environmental Considerations
This action is not a project that is subject to CEQA because it is not an activity that may cause either a direct or reasonably foreseeable indirect physical change in the environment. (Pub. Resources Code, § 21065; CEQA Guidelines §§ 15060(c), 15378(a).)
Commission Recommendation
On February 26, staff provided information on proposed updates to the Municipal Code related to Special Events to the Arts, Cultural, and Historical Preservation Commission. This information was provided as part of the Director’s Report. The Commission was generally supportive.
Strategic Plan Integration
The proposed updates to Chapter 12.08 of the Municipal Code supports the City Council’s 2019 Strategic Plan Goal, West Sacramento: A Preferred Place to Live, Work, and Play by providing a mechanism for facilitating a wide range of Special Events that highlight and support the diverse nature of the City. Additionally, this project supports the City’s 2019 Strategic Plan Management Agenda High Priority item: “Parks, Recreation and Open Space Master Plan Implementation.” Updating the municipal code in relation to Special Events aligns with Implementation Strategy #6, Recreation Programming, “Update the Special Events policy to ensure equitable utilization of City resources when supporting external events.” Alternatives
The Council’s primary alternatives are summarized below:
1. Propose additional modifications to the Municipal Code and direct staff to return at a future date with additional information and/or a modified Ordinance; or
2. Decline action at this time.
Coordination and Review
The proposed Municipal Code updates have been coordinated with the Community Development, Fire, Police, and Public Works departments, the City Manager’s Office, and the City Attorney.
Budget/Cost Impact
The proposed Municipal Code updates support a more efficient Special Event Permit application review and permitting process, reduced staff time, cost savings, and improved customer service.
ATTACHMENTS
1. Draft Ordinance 24-6
2. Redline Version of Proposed Updates to Chapter 12-08 of the City Municipal Code 413
Attachment 1
ORDINANCE 24-6
AN ORDINANCE OF THE CITY COUNCIL OF THE
CITY OF WEST SACRAMENTO
AMENDING CHAPTER 12.08 RELATED TO SPECIAL EVENTS
The City Council of the City of West Sacramento does ordain as follows:
Section 1. Purpose and Authority. The purpose of this Ordinance is to amend Chapter
12.08 of the West Sacramento Municipal Code. The Ordinance is enacted in accordance with the authority granted to cities by State law.
Section 2. Amendments to Chapter 12.08 of the West Sacramento Municipal Code.
A. Section 12.08.050 of Chapter 12.08 is hereby amended to read:
"12.08.050 Permits for special events occurring at venues or facilities not intended for special events as its primary purpose.
A. Permits will be considered for events involving venues or facilities not constructed for the purpose of producing, hosting or staging special events or sporting events. These permits shall be subject to the same rules and regulations applicable to other special event permits. Please see Section 17.30.220.
B. No more than twelve special events per calendar year shall be permitted in agricultural or residential zones when involving venues or facilities that were not designed or intended for such events as its primary purpose. The applicant shall submit a special event permit application for each event.
C. Permits will not be considered for events proposed on privately owned parcels principally used for parking, where parking is not incidental to another onsite activity and the parcel is not intended for special events as its primary purpose.
B. Section 12.08.100 of Chapter 12.08 is hereby amended to add new Subsection A(12), to read:
12. The event occurs on privately owned parcel(s), or portion thereof, that is/are principally used for parking and the parking use on the parcel(s) is not incidental to another on-site commercial activity.
C. Section 12.08.170 of Chapter 12.08 is hereby deleted in its entirety and the remaining sections of 12.08 are renumbered accordingly.
Section 3. Severability. If any provision of this chapter, or the application of any such provision to any person or circumstance shall be held invalid, the remainder of this chapter, to the extent it can be given effect, or the application of those provisions to persons or 414
Ordinance 24-6
circumstances other than those as to which it is held invalid, shall not be affected thereby, and to this end the provisions of this chapter are severable.
Section 4. Effective Date and Publication. This ordinance shall take effect 30 days after its adoption, and pursuant to Resolution 99-46 was published in summary format prior to adoption, and a summary will be published within 15 days after adoption in a paper of general circulation published and circulated within the City of West Sacramento.
PASSED AND ADOPTED by the City Council of the City of West Sacramento this 15th day of May, 2024, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Martha Guerrero, Mayor
ATTEST: Approved as to form:
Jennifer Cusmir, City Clerk Jeffrey Mitchell, City Attorney
CODIFY X UNCODIFY
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Title 12 STREETS, SIDEWALKS AND PUBLIC PLACES
Chapter 12.08 SPECIAL EVENTS
12.08.000 Intent of chapter.
12.08.010 Special events.
12.08.020 Additional definitions.
12.08.030 Permits required—Exemptions.
12.08.040 Annual permits for events occurring at facilities designed for special events.
12.08.050 Permits for special events occurring at venues or facilities in agricultural or, residential zones, ,not intended for special events as its primary purpose.
12.08.060 Application procedure.
12.08.070 Contents of application form.
12.08.080 Action on application.
12.08.090 Permit conditions.
12.08.100 Grounds for denial.
12.08.110 Permit issuance.
12.08.120 Appeal procedure.
12.08.130 Indemnification agreement.
12.08.140 Insurance.
12.08.150 City support service fees.
12.08.160 Cleanup deposits for certain special events.
12.08.170 Waiver or reduction in city support service fees.
12.08.180 Duties of permittee.
12.08.190 Unlawful to sponsor, authorize or participate in an event without a permit or notice.
12.08.200 Unlawful to exceed scope of permit.
12.08.210 Revocation of permit.
12.08.220 Violation—Penalty.
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12.08.000 Intent of chapter.
The city is committed to facilitating a wide range of special events that highlight and support the diverse nature of the city. The city recognizes that special events provide cultural enrichment, promote economic vitality and enhance community identity and pride. The city recognizes that some events may result in temporary inconveniences or disturbances to residents and businesses in surrounding areas. Permit conditions for a special event will consider the benefits of special events, while reasonably balancing the city’s obligation to protect the public health, safety and peaceful enjoyment of residents and businesses. Permit conditions will also consider the area of the city where the event is proposed and the types of events and activities that were contemplated for that area. The city has designated two entertainment districts, the Waterfront Entertainment District and Downtown Entertainment District.
These districts have been planned as active and event-oriented areas of the city. It is not the intent of the city in adopting this chapter to regulate or judge the content of events, but instead to provide a workable and content-neutral framework for mitigating the impacts attributable to special events. (Ord. 22-18 § 2; Ord. 15-3 § 3)
12.08.010 Special events.
A. A special event is defined as any organized activity, formation, parade, procession, a block party or assembly, outside of normal business operations other than that which occurs as part of normal business activity, that is likely to meet any one or more of the following criteria:
1. Be attended by one hundred people or more;
2. May obstruct, delay or interfere with the normal flow of pedestrian or vehicular traffic on any public or private right-of-way or sidewalk;
3. Can reasonably be expected to be a hazard to the public peace, health, safety or general welfare of the public;
4. Can reasonably be expected to require the provision of city support services, such as police, fire, public works, or parks maintenance;
5. Includes the use of amplified sound, fireworks, pyrotechnics, or noisemakers, such as, but not limited to, horns, sirens, cannon or gun blast sounds or whistles;
6. Involves the use of temporary structures such as stages or other configurations that would require fire and/or building inspector approval;
7. Uses tents, canopies or awnings spanning four hundred square feet or larger;
8. Includes the distribution or sale of alcoholic beverages;
9. Involves the use of mobile vendors; or
10. Will be using armed security.
B. Special events will fall within one of the following categories:
1. Category I. Category I events generally involve fewer than five hundred people and are 417
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2. Category II. Category II events generally range between five hundred and two thousand nine hundred ninety-nine people and are anticipated to require a moderate need for city support services.
3. Category III. Category III events generally range between three thousand people and above and are anticipated to require a significant need for city support services.
C. The event category typically determines the level of city support services required to maintain minimal interference and inconvenience to the general public resulting from the event. (Ord. 22-18 § 2; Ord. 15-3 § 3)
12.08.020 Additional definitions.
“Annual permit” means an annual permit intended for a series (three or more) of similar special events sponsored by the same person or organization in the same twelve month period. “Applicant” means any person applying for a permit to conduct or sponsor an event governed by this chapter. Applicants must be eighteen years of age or older. “Block party” means an event involving the temporary closure of a public or private right-ofway. “City manager” means the city manager or the city manager’s designee. “City support services” means city personnel, contractors, and equipment. “Entertainment district” means an area of the city planned for vibrant and regular special events, the boundaries of which have been established by city council resolution. “First Amendment” means the First Amendment of the United States Constitution and the equivalent provisions in the California Constitution.
“Non-refundable permit application fee” means a non-refundable fee that is intended to cover the actual costs of processing and reviewing special event applications and administering the special events permit program.
“Organizer” means any person who is conducting, sponsoring or organizing a special event. “Participant” means a spectator, fan, supporter or any other person attending for the purpose of watching and/or participating in the special event.
“Permit” means a special event permit granted pursuant to this chapter. “Permit application fee” means the fee to be paid by the applicant at the time the application for a permit is filed with the special events administrator.
“Permittee” means any person or organization who has been issued a permit by the city. “Person” means any individual, firm, partnership, association, corporation, governmental entity, company or organization of any kind. 418
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https://library.qcode.us/lib/west_sacramento_ca/pub/municipal_code/item/title_12-chapter_12_08?view=all 4/14 “Right-of-way” means the dedicated portion of any street or road within the city. “SEA” means special events administrator, who is the city manager or designee. “Sound engineer” means the individual designated by the SEA to review and monitor preparation and/or implementation of the amplified sound plan for events using amplified sound. “Sound/music supervisor” means the individual designated by the applicant/permittee to monitor implementation of the amplified sound plan for events using amplified sound. “Specific, adverse impact” means a significant, quantifiable, direct, and unavoidable impact, based on objective, identified, and written public health or safety standards, policies, or conditions as they existed on the date the application was deemed complete. (Ord. 22-18 § 2; Ord. 15-3 § 3)
12.08.030 Permits required—Exemptions.
A. Except as otherwise provided herein, all special events occurring within the city shall be prohibited, unless a permit, properly issued by the SEA, has first been obtained.
B. Exemptions. A permit is not required for the following:
1. Funeral processions.
2. Governmental agencies acting within the scope of their authorized function.
3. Regularly scheduled religious services.
4. Category I events held on city property; in such cases organizers shall comply with Chapter
12.12 (Parks and Community Service Facilities) of this code.
5. Category I events held at a private facility that was constructed for the purpose of conducting special events of the type proposed to be held at the facility.
6. Non-commercial special events at private residences. (Ord. 22-18 § 2; Ord. 15-3 § 3)
12.08.040 Annual permits for events occurring at facilities designed for special events.
A. Annual permits will be considered for venues or facilities constructed for the purpose of producing, hosting or staging special or sporting events, and/or in the entertainment districts.
Except as otherwise provided in this section, these annual permits shall be subject to the same rules and regulations applicable to individual permits.
B. Applications for annual permits shall be submitted not less than ninety days before the first scheduled event of the calendar year. An annual permit application shall be accompanied by a nonrefundable permit application fee in the amount set by city council in the book of fees. This nonrefundable permit application fee shall be based on typical costs associated with processing and reviewing special event permit applications and administering the special events program and is not intended to generate revenue that exceeds actual staffing costs for administering the permit review and issuance process. 419
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https://library.qcode.us/lib/west_sacramento_ca/pub/municipal_code/item/title_12-chapter_12_08?view=all 5/14 C. For sporting events, the application shall also include a list of all anticipated activities, not related to game play, held before, during or after the event that would otherwise be deemed a special event. By way of example, and not limitation, such additional activities may include:
pyrotechnics displays, vehicular races/demonstrations or other hazardous activities, concerts, and animal exhibitions. The SEA can prohibit, restrict, or place conditions on such additional activities when the application is considered.
D. The permittee shall be responsible for the city’s costs in providing a level of public services necessary to ensure the health, safety and welfare of both the special event’s participants and the community. Upon approval of the annual permit, the SEA shall provide the applicant with a statement of the estimated cost of providing such services for each event. The estimated cost for an initial annual permit shall be based on the applicant’s projected attendance for its first year of operations. Thereafter, the estimated cost shall be based on the city’s costs actually incurred in the previous year, modified as necessary to account for changes in the size, scope, or numbers of anticipated events during the term of the permit.
E. The annual permit shall authorize the permittee to conduct only such event(s) as is described in the permit, and in accordance with the terms and conditions of the annual permit. It is unlawful for the permittee to willfully violate the terms and conditions of the annual permit, or for any event participant with knowledge thereof, to willfully violate the terms and conditions of the annual permit. Should the holder of an annual permit desire to conduct an activity that would otherwise be deemed a special event but is not authorized by the annual permit, the permittee shall be required to obtain an individual special event permit for the unauthorized activity.
F. The SEA shall issue the annual permit after the application has been approved, the applicant has agreed in writing to comply with all of the terms and conditions of the permit, and the requirements of this chapter respecting indemnification, insurance, public services and cleanup deposits have been fully satisfied. (Ord. 22-18 § 2; Ord. 15-3 § 3)
12.08.050 Permits for special events occurring at venues or facilities in agricultural or residential zones, not intended for special events as its primary purpose.
A. Permits will be considered for events in agricultural and residential zones, involving venues or facilities not constructed for the purpose of producing, hosting or staging special events or sporting events. These permits shall be subject to the same rules and regulations applicable to other special event permits. Please see Section 17.30.220.
B. No more than twelve special events per calendar year shall be permitted in agricultural or residential zones or when involving at venues or facilities that were not designed or intended for such events as its primary purpose. The applicant shall submit a special event permit application for each event. (Ord. 22- 18 § 2; Ord. 15-3 § 3)
B.C. Permits will not be considered for events proposed on privately owned parcels principally used for parking, where parking is not incidental to another on-site activity and the parcel is not intended for special events as its primary purpose.
12.08.060 Application procedure. 420
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1. Category I Events—thirty days prior to the event.
2. Category II Events—sixty days prior to the event.
3. Category III Events—one hundred eighty days prior to the event.
B. Notwithstanding the foregoing, the SEA shall consider an application that is filed after the filing deadline if:
1. The event is a noncommercial activity involving First Amendment expressive activity, and waiving the filing deadline is necessary to protect First Amendment rights;
2. The SEA determines that there is sufficient time to process and review the application and to obtain all city support services needed for the event. Good cause may be demonstrated by showing that the circumstances that gave rise to the permit application did not reasonably allow the participants to file an application within the time prescribed.
C. Applications received less than the required minimum number of days prior to the event as noted above will be subject to a late fee in an amount set by the city council in the city’s book of fees. (Ord. 22- 18 § 2; Ord. 15-3 § 3)
12.08.070 Contents of application form.
A. The permit application shall be accompanied by a nonrefundable special event permit application fee in an amount set by the city council in the city’s book of fees. This nonrefundable permit application fee shall be based on typical costs associated with processing and reviewing special event permit applications and administering the special events program and is not intended to generate revenue that exceeds actual staffing costs for administering the permit review and issuance process.
B. The application for a permit shall include the information set forth below:
1. Written proof of consent by the owners of the property where the special event is to be held;
2. The name, address, email address and telephone number of the applicant and an alternative contact person;
3. The location of the event, including its boundaries and site plan drawings;
4. If the proposed event is sponsored by an organization, the name, address and telephone number of the organization, and the authorized representative of the organization;
5. The nature and purpose of the event, including a list of all planned activities that are contemplated for the special event;
6. The name, address and telephone number of the person(s) who will be present and in charge of the event on the day of the special event; 421 9/11/23, 12:51 PM Chapter 12.08 SPECIAL EVENTS
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7. Date and estimated starting and ending times of the special event;
8. The estimated number of participants/attendees of the special event;
9. The type and estimated number of vehicles, animals and structures which will be used at the special event, and whether there will be water aid stations at the special event;
10. Whether any food or non-alcoholic beverages will be sold or consumed at the special event, and if so, proof of compliance with all applicable local, state and federal laws, rules and regulations, including proof that the applicant has obtained all necessary permits;
11. Whether any alcoholic beverages will be sold or consumed at the event and, if so, proof of compliance with all applicable laws, rules and regulations of the Alcohol Board of Control (ABC);
12. Parking site plan that includes provisions for meeting the guidelines set forth in the Americans with Disabilities Act;
13. The plan for clean-up after the special event, including any contracts to effectuate the clean-up;
14. Proof of liability and property insurance;
15. A description of the sanitary facilities to serve the participants of the special event;
16. If the event includes a parade or procession, the application shall include: (a) the planned route;
(b) the number and kind of vehicles, equipment and animals which will be involved; (c) a plan for the assembly and dispersal of the parade/procession; and (d) a statement as to whether the parade/procession will occupy all, or only a portion of, the streets proposed to be traversed;
17. A plan to provide notice to area businesses and/or residents that will likely be significantly impacted by noise, amplified sound, traffic, odor, dust or light from the event. The notice is to be delivered by the applicant to the impacted area, as determined by the SEA, no later than seventytwo hours prior to the event and will include pertinent information about the event. Within entertainment districts, a plan and notification of businesses and residents shall be required for any events expected to have a specific adverse impact on the residents and businesses; and
18. Any additional information that, under the particular circumstances of the special event application, the SEA finds reasonably necessary to determine whether to approve or conditionally approve a permit.
C. Amplified Sound Plan. The application shall include an amplified sound plan if the event is using amplified sound. This plan, which must be approved by the SEA prior to the event, as part of the special event permit shall include:
1. A list of the sound equipment that will be used at the event;
2. A site plan showing the placement and direction the speakers will be pointed. (Speakers will not be allowed outside of the permitted area);
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3. A description of the use of directional speaker systems with cutoff points;
4. The consideration of smaller systems in specific locations throughout the venue, rather than far ranging single amplification systems;
5. Times and duration of planned sound checks; and
6. The name of a sound/music supervisor who will remain on site throughout the event along with contact information and the procedure for contacting the sound/music supervisor if there are issues during the event.
Decibel and other sound check measures may be required at pre-determined locations throughout the event timeframe. The sound/music supervisor shall have the results of the decibel and other sound check measures available should he or she need to respond to an inquiry.
Depending on the magnitude of an event, the SEA may require that the applicant’s amplified sound plan be reviewed and monitored by a professional sound engineer hired by the city. The cost of the city’s sound engineer will be borne by the applicant. The city’s sound engineer may require modifications to the amplified sound plan that will maintain the integrity of the event while minimizing the impact on surrounding areas.
Amplified sound guidelines will be set forth as one of the conditions in the special event permit.
Additionally, the city’s sound engineer will monitor sound pursuant to the standards approved in the special event permit. The city sound engineer will perform at the applicant’s expense and will be in ongoing contact with the sound/music supervisor throughout the event to ensure compliance. (Ord. 22- 18 § 2; Ord. 15-3 § 3)
12.08.080 Action on application.
The SEA shall approve, conditionally approve or deny an application no fewer than ten calendar days prior to the scheduled event; or thirty calendar days after the receipt of a complete Category II application; or forty-five days after the receipt of a complete Class III application. Denials shall be based on one or more of the conditions or criteria specified in this chapter. In the event of special circumstances, as determined by the SEA, time limits for such a determination may be reasonably extended. (Ord. 22-18 § 2; Ord. 15-3 § 3)
12.08.090 Permit conditions.
The SEA may condition the issuance of a permit by imposing reasonable restrictions on the time, place and manner of conducting the event as are necessary or appropriate to protect persons and property and to control traffic, provided that such restrictions shall not unreasonably interfere with the right of free speech. Such conditions may include, but are not limited to, the following:
A. Alteration of the staffing for, or the date, time, route or location of the event; B. Conditions concerning accommodation of pedestrian or vehicular traffic, including restricting the event to only a portion of a street;
C. Requirements for provision of first aid and sanitary facilities, including the presence of 423
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E. Approval of any proposed private security forces;
F. Restrictions on the number and type of vehicles, animals or structures at the event; G. Compliance with animal protection ordinances and laws; H. Requirements for use of garbage containers, cleanup, and restoration of city property; I. Conditions to address noise in general, traffic, odor, dust or lighting; J. Restrictions on the time and use of fireworks, amplified sound and noise makers such as, but not limited to, horns, sirens, canon or gun blast sounds and whistles. With the exception of July 4th and New Year’s Eve into the new year, these sounds shall be restricted in entertainment districts to no later than ten p.m. Sunday through Thursday and midnight on Friday and Saturday.
In all other areas of the city these sounds shall be restricted to ten p.m. Sunday through Saturday; K. Permits for block parties may be conditioned on having approval of a majority of all residents living on streets affected by the block party;
L. Compliance with any relevant ordinance or law and obtaining any legally required permit or license;
M. Adequate proof of payment of the city support service fees; N. Adequate proof of compliance with the clean-up requirements; and O. Facilities designed for special events and operating under the terms of an existing use permit shall comply with the operating conditions and limitations set forth in the use permit, and in the event any of those terms conflict with the terms set forth in this chapter, the use permit shall control. (Ord. 22-18 § 2; Ord. 15-3 § 3)
12.08.100 Grounds for denial.
A. The SEA shall approve an application for a permit unless he or she determines, from a consideration of the application or other pertinent information, that:
1. Information contained in the application, or supplemental information requested from the applicant, is false in any material detail;
2. The application is incomplete, or the applicant failed to complete the application after having been notified of the additional information or documents required;
3. The applicant undertook a prior special event without a required permit or otherwise in violation of this chapter;
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4. The applicant failed to pay the additional costs of a prior special event charged pursuant to Section 12.08.150(C);
5. Another permit application has been received prior in time, or has already been approved, to hold another event at the time and place requested by the applicant or so close in time and/or place as to cause undue traffic congestion, or the police department is unable to meet the needs for police services for both events;
6. The concentration of persons, animals and vehicles at the site of the event, or the assembly and disbanding areas around the event, will either prevent proper police, fire or emergency medical services to areas contiguous to the event or exceed the capabilities of the police, fire or emergency medical services needed to adequately protect the participants from the conduct of others;
7. The size of the event will require diversion of so great a number of city police officers and other public employees to ensure that participants stay within the boundaries or route of the event, or to protect participants in the event, as to prevent normal protection to the rest of the city.
Nothing herein authorizes denial of a permit when additional peace officers or approved private security forces to supplement these peace officers would be available to the city, if requested by the city in advance of the event. Nothing herein authorizes denial of a permit because of the need to protect participants from the conduct of others, if reasonable conditions can be imposed to allow for adequate protection of event participants with the number of police officers available to police the event;
8. The location of the event will substantially interfere with any construction or maintenance work scheduled to take place upon or along the city streets or a previously granted encroachment permit;
9. The event will occur at a time when a school is in session at a route or location adjacent to the school or class thereof, and the noise created by the activities of the event would substantially disrupt the educational activities of the school or class thereof;
10. Given the nature of the special event, and/or the past history of the applicant, sponsors and/or participants, the SEA reasonably determines that event presents a substantial risk to the health, safety and welfare of the participants and/or local residents that cannot be adequately mitigated using available public resources; or
11. The applicant failed to comply with the California Fire Code during previous special events.
12. The event occurs on privately owned parcel(s), or portion thereof, that is/are principally used for parking and the parking use on the parcel(s) is not incidental to another on-site commercial activity.
B. When the grounds for denial specified in subsections (A)(4) through (A)(10) of this section can be corrected by altering either the staffing for, or the date, time, duration, route, or location of the event, the SEA shall, instead of denying the application, conditionally approve the application upon the applicant’s written acceptance of conditions for permit issuance. The conditions imposed pursuant to this section shall provide for only such modifications of the applicant’s proposed event 425 9/11/23, 12:51 PM Chapter 12.08 SPECIAL EVENTS
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C. If the application is denied, the SEA shall inform the applicant of the grounds for denial in writing. If the application is conditionally approved, the SEA shall inform the applicant of any permit conditions at the time the application is approved. (Ord. 22-18 § 2; Ord. 15-3 § 3)
12.08.110 Permit issuance.
A. The SEA shall issue the permit after the application has been approved, the applicant has agreed in writing to comply with all of the terms and conditions of the permit, and the requirements of this chapter have been fully satisfied.
B. The SEA shall not withhold the issuance of a permit if the primary purpose of the proposed event is First Amendment expressive activity and the applicant has requested a waiver pursuant to Section
12.08.170. (Ord. 22-18 § 2; Ord. 15-3 § 3)
12.08.120 Appeal procedure.
A. The applicant may appeal to the city council the denial or conditional approval of a permit, or the revocation of a permit pursuant to Section 12.08.210.
B. Appeals shall be conducted pursuant to Chapter 1.08 of this code.
C. Notwithstanding Chapter 1.08, all appeals shall be filed with the city clerk no later than five days following the notice of decision by the SEA. (Ord. 22-18 § 2; Ord. 15-3 § 3)
12.08.130 Indemnification agreement.
Prior to the issuance of a permit, the applicant shall execute an indemnification agreement. The agreement shall provide that the applicant shall defend, indemnify and hold harmless the city and its officers, officials, employees and volunteers from any liability to any persons or property resulting from any damage or injury occurring in connection with the permitted event, insofar as permitted by law. (Ord. 22-18 § 2; Ord. 15-3 § 3)
12.08.140 Insurance.
A. The permittee of a special event must possess or obtain public liability insurance to protect against liability for personal injury and property damage arising from the event. Coverage shall be a comprehensive general liability insurance policy. Minimum limits required:
1. Two million dollars for each occurrence combined single limit bodily injury and property damage.
2. If food or nonalcoholic beverages are to be sold or served at the event, the policy must also include an endorsement for products liability in an amount not less than five hundred thousand dollars. If alcoholic beverages are to be sold or served at the event, the policy must also include an endorsement for liquor liability in an amount not less than five hundred thousand dollars.
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1. Name the city, its officers, officials, employees and volunteers on the policy or by endorsement as additional insureds on the applicant’s policies of insurance.
2. Be a primary policy and not contributory or in excess of any policy of city.
3. Declare all deductibles on the policy. (Ord. 22-18 § 2; Ord. 15-3 § 3)
12.08.150 City support service fees.
A. Upon approval of an application for a permit, the SEA shall provide the applicant with a statement of the estimated cost of providing city support services. The cost of such services shall be solely borne by the applicant and shall be paid to the city at the time the event is permitted. A permit will not be issued unless fees have been paid.
B. The city support service fees will be established by the city council in the book of fees.
The amount of such fees shall be based on the city’s actual cost of providing the services necessary to ensure the safety of both the special event’s participants and the community.
C. If the actual cost of city support services for the event is less than the estimated cost, the applicant will promptly be refunded the difference by the city. If the actual cost for city support services is more than the estimated cost, the difference shall become due and payable to the city upon the permittee’s receipt of a statement of costs. (Ord. 22-18 § 2; Ord. 15-3 § 3)
12.08.160 Cleanup deposits for certain special events.
A. The applicant for an event in public facilities or on public property or rights-of-way involving the sale of food or beverages, erection of structures, horses or other large animals, or water aid stations, shall be required to provide a cleanup deposit prior to the issuance of a permit. As an alternative to such deposit, the applicant may provide a written contract for event cleanup.
B. The cleanup deposit shall be returned after the event, if the area used for the event has been cleaned and restored to the same condition as existed prior to the event.
C. If the public facilities, property, or rights-of-way used by the participants of the special event have not been fully cleaned or restored, the permittee shall be billed for the actual cost for cleanup and restoration, and the cleanup deposit, or a portion thereof, shall be applied toward payment of the bill. If the permittee disputes the bill, the permittee may appeal to the SEA within five days after receipt of the bill. Should there be any unexpected balance on deposit after completion of the work, this balance shall be refunded to the applicant/sponsor. Should the amount of the bill exceed the cleanup deposit, the difference shall become due and payable to the city upon the applicant’s receipt of the bill.
D. If an applicant has unpaid cleaning costs from a previous special event, all future special event permit applications will be denied until the debt has been remedied. (Ord. 22-18 § 2; Ord. 15-3 § 3)
12.08.170 Waiver or reduction in city support service fees.
The city council adopted Administrative Policy IX-A-6 which sets forth the policy factors and procedure for city council to consider when administering special event fee waivers to ensure they 427
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12.08.1780 Duties of permittee.
A. Each permittee shall comply with all terms and conditions of the permit.
B. Each permittee shall ensure that the person in charge of any special event shall carry the permit on his or her person or otherwise have the permit immediately available upon demand.
C. Each permittee shall ensure the area used for the permitted event is immediately cleaned and restored to the same condition as existed prior to the event.
D. Each permittee shall comply with all applicable local, state and federal laws, rules and regulations, including, but not limited to, this chapter, the California Fire Code. (Ord. 22-18 § 2; Ord. 15-3 § 3)
12.08.1890 Unlawful to sponsor, authorize or participate in an event without a permit or notice.
It is unlawful for any person to sponsor or conduct a special event requiring a permit unless a permit has been issued for the event. It is unlawful for any person to participate in a special event with the knowledge that the sponsor of the event has not been issued the required permit. (Ord. 22-18 § 2; Ord. 15-3 § 3)
12.08.19200 Unlawful to exceed scope of permit.
It is unlawful to exceed the scope of the permit for the event(s) described in the permit, and in accordance with the terms and conditions of the permit. It is unlawful for the permittee to willfully violate the terms and conditions of the permit, or for any event participant with knowledge thereof, to willfully violate the terms and conditions of the permit. (Ord. 22-18 § 2; Ord. 15-3 § 3)
12.08.2010 Revocation of permit.
A. The SEA may revoke a permit upon a finding that the event is not being conducted in compliance with any term, condition, restriction, or limitation of the permit, or if he or she finds that, as a result of changed circumstances, any one or more of the grounds for denial have been met. Notice of such action revoking a permit shall be delivered in writing to the permittee by personal service or by registered mail. Appeal to the city council from any such revocation may be taken in accordance with Section 12.08.120.
B. The SEA, chief of police or designee and/or fire captain or designee may revoke a permit and close a special event prior to the expiration of the permit in the event of the occurrence of a riot, major disorder or serious breach of the peace when, in their opinion, it is necessary to prevent injury to persons and/or to property. (Ord. 22-18 § 2; Ord. 15-3 § 3)
12.08.2120 Violation—Penalty.
All violations of the provisions of this chapter are infractions, punishable as set forth in Chapter 428 9/11/23, 12:51 PM Chapter 12.08 SPECIAL EVENTS
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1.12. (Ord. 22-18 § 2; Ord. 15-3 § 3)
Contact:
City Clerk: 916-617-4500
Published by Quality Code Publishing, Seattle, WA. By using this site, you agree to the terms of use. 429
2505591.1 7203.001
CITY COUNCIL AGENDA REPORT
MEETING DATE: May 1, 2024 ITEM # 9
SUBJECT:
A HEARING TO CONSIDER ADOPTION OF RESOLUTIONS 24-45, 24-46 AND 24-47
DECLARING THE PUBLIC INTEREST AND NECESSITY AND AUTHORIZING
COMMENCEMENT OF EMINENT DOMAIN (CONDEMNATION) PROCEEDINGS TO
SECURE REAL PROPERTY INTERESTS NECESSARY FOR THE I STREET BRIDGE REPLACEMENT PROJECT (010-102-002, 010-102-005, 010-372-002, 010-372-003) CIP 10033
INITIATED OR REQUESTED BY: REPORT PREPARED BY:
Fred Arnold, Real Property Asset Manager
Capital Projects
[ ] Council [X] Staff
[ ] Other
ATTACHMENT [X] Yes [ ] No [ ] Information [ ] Direction [X] Action
OBJECTIVE
The purpose of this report is to provide the Council with sufficient information to adopt Resolutions 24-45, 24-46 and 24-47 determining that the Public Interest and Necessity require acquisition of real property interests for public purposes and authorizing proceedings under California Government Code Sections 37350.5, 40401 and 40404 and the provisions of California Eminent Domain Law comprising Title 7, Part 3 of the California Code of Civil Procedure (commencing at section 1230.010) for the I Street Bridge Replacement Project (APNS 010-102- 002, 010-102-005, 010-372-002, 010-372-003) (CIP 10033).
RECOMMENDED ACTION
Staff Respectfully recommends that the City Council:
1) Conduct a hearing to consider the adoption of Resolution 24-45, 24-46 & 24-47 to commence eminent domain proceedings to secure real property interests necessary to construct, maintain and operate the I Street Replacement Bridge Project – CIP 10033, and if timely requested, to receive testimony from the Property Owners, their attorneys, or representatives on the issues relevant to the Resolutions of Necessity;
2) Find that the environmental impacts of adoption of Resolution 24-45, 24-46 and 24-47, associated with the I Street Bridge Replacement Project are fully analyzed in the previously adopted I Street Bridge Replacement Project Final Environmental Report/Environmental Assessment and addendum thereto, adopted by City Council on March 15, 2023, pursuant to Resolution 23-29, and that the need for subsequent environmental review pursuant to Public Resources Code Section 21166 and State CEQA Guidelines Sections 15162 and 15164 is not triggered;
3) Make the following findings:
a. The public interest and necessity require the project; and b. The project is planned or located in the manner that will be most compatible with the greatest public good and the least private injury; and
c. The property sought to be acquired is necessary for the project; and d. The offer required by Section 7267.2 of the Government Code has been made to the owners of record;
4) Adopt Resolutions of Necessity, Resolutions 24-45, 24-46 and 24-47, determining that the public interest and necessity require the acquisition of certain real property identified as Assessor Parcel No. 010-102- 002 located at 221 2nd Street, West Sacramento, California; Assessor Parcel No. 010-102-005 located at 201 2nd Street, West Sacramento; Assessor Parcel 010-372-002 and 010-372-003 located at 219 2rd Street and 319 2nd Street, West Sacramento, and as more fully described and depicted in the exhibits attached to the proposed Resolutions, for construction, operation and maintenance of the I Street Bridge Replacement Project;
5) Authorize the City Attorney or outside legal counsel, to file eminent domain (condemnation) action(s) as set forth herein, including motion(s) for orders for prejudgment possession, and to prosecute the actions to final judgment; and
6) Delegate authority to the City Manager to undertake all the necessary actions to commence and complete real property transactions for the Project, including disbursement of funds required to obtain possession and title to the property interests into the State of California Condemnation Deposits Fund, for the acquisition of the property interests described above.
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BACKGROUND
The City of Sacramento, in cooperation with the City of West Sacramento, is proposing to construct a new bridge over the Sacramento River to replace the vehicle crossing that is currently the existing I Street Bridge (the “Project”). The new connection will help reduce traffic congestion, improve operations and safety, as well as serve multiple modes of transportation. The Project is in line with the goals set forth in the 2003 Sacramento Riverfront Master Plan and the 2011 Sacramento River Crossings Alternatives Study. The Project will construct a new vertical lift bridge upriver from the existing historic I Street Bridge. Once completed the Cities will remove portions of the viaducts that currently provide motor vehicle access to the upper deck of the I Street Bridge and open the Sacramento and West Sacramento waterfronts to future open space, recreation, housing, and commercial development.
To complete the Project, the City must acquire certain real property identified as Assessor Parcel No. 010-102- 002 located at 221 2nd Street, West Sacramento, California; Assessor Parcel No. 010-102-005 201 at 2nd Street, West Sacramento; and Assessor Parcels 010-372-002 and 010-372-003 at 219 2nd Street and 319 2nd Street as described and depicted in the exhibits attached to the proposed Resolutions.
The City prepared and sent out a formal offer letters to the property owners on December 1, 2023, to acquire the Properties for their appraised fair market value. At this time, the parties have not reached an agreement on the terms of acquisition.
As no agreements have been reached on the purchase price for the aforementioned properties at this time, in order to preserve the Project schedule, staff recommends the City conduct a hearing to receive comments from the property owners upon request and, if satisfied that the necessary findings can be made, adopt a Resolution of Necessity in which the City Council authorizes the filing of an eminent domain action pursuant to California Code of Civil Procedure sections 1230.010 et seq. for each of the Properties. If the Resolutions of Necessity are adopted, staff will continue to communicate and attempt to reach settlements with the Owners without incurring the burden and expense of formal litigation.
ANALYSIS
It is always the City’s preference to acquire real property through negotiated settlement if possible; however, with respect to the Properties, negotiations have not been successful as of this date. Because the Project needs to maintain a schedule which entails seasonal work in the Sacramento River, it is imperative to obtain control of properties in 2024 so seasonal construction activity may occur in the last quarter of 2024 and first quarter of 2025. If the winter construction window is missed, the Project, including its public safety and other benefits, will be delayed at least a year as contractors are unable to work in the River in the spring, summer or fall due to fish migration and other environmentally sensitive habitat.
California Government Code Sections 37350.5, 40401 and 40404, and the provisions of California Eminent Domain Law comprising Title 7, Part 3 of the California Code of Civil Procedure (commencing at section 1230.010), authorize the City to file a legal action to condemn property for public purposes such as the Project upon adoption of a Resolution of Necessity.
The City may adopt a Resolution of Necessity only after it has given each person listed on the County assessment role whose property is proposed for acquisition by eminent domain the opportunity to appear and be heard before the Council. California Code of Civil Procedure section 1245.235 specifies that the hearing is intended to provide the opportunity for the property owner to speak to the Council, and not as a general public hearing to solicit input from the public. However, the City Council may allow public comment on the proposed adoption of the Resolutions. City staff sent property owners the notices in compliance with section 1245.235, copies of this are attached hereto and incorporated herein. One owner provided written remarks, and copies of the owner's letter, including City staff responses, is attached hereto and incorporated herein.
The purpose of this hearing is to consider whether the Council should adopt the Resolutions of Necessity, authorizing the City to file a condemnation action to acquire the properties. Adoption of the Resolutions requires a 2/3 vote. In adopting a Resolution of Necessity, the Council must consider and make the following findings:
1. Whether public interest and necessity require the project;
2. Whether the proposed project is planned or located in a manner that will be most compatible with the greatest public good and the least private injury;
3. Whether the property sought to be acquired is necessary for the project; and 431
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4. Whether the offer required by Government Code Section 7267.2 has been made to the owner or owners of record.
The basis for these four findings is detailed in this report and the incorporated documents and will be supplemented, as necessary, during the hearing on the Resolution of Necessity. 1) The Public Interest and Necessity Require the Project The public interest and necessity require the Project in order to safely and efficiently accommodate traffic and those who travel between the cities of Sacramento and West Sacramento. The Project will construct a new bridge over the Sacramento River to replace the vehicle crossing that is currently accommodated by the existing I Street Bridge in order to remove a series of functionally obsolete or structurally deficient bridges (i.e., approach structures). The current bridge is over 100 years old, and its lanes are too narrow to accommodate buses, it lacks bike lanes and its sidewalks are too narrow to meet current accessibility standards. The new bridge will also reduce future traffic congestion, improve operations and safety, serve multiple modes of transportation, and comply with current American Association of State Highway and Transportation Officials, Caltrans and local agency design standards. It is consistent with the Sacramento River Crossings Alternative Study.
Specifically, the purpose and objectives of the project are listed below. • The project will construct a new public crossing of the Sacramento River north of the Union Pacific Railroadowned I Street Bridge from C Street in the City of West Sacramento to Railyards Boulevard in the City of Sacramento, consistent with the adopted findings of the Sacramento River Crossings Alternatives Study for Bridge Location 2 in the North Market Area.
• The new bridge will meet the requirements of the Neighborhood Friendly Bridge definition that the City of Sacramento City Council adopted by resolution on October 18, 2011. • In addition to the Neighborhood Friendly Bridge definition, the project will include pedestrian and bicycle facilities in the new public crossing that meet Americans with Disabilities Act (ADA) requirements, and facilitate connections to and from the new crossing and the Sacramento River Parkway and Riverfront Park trails. • The project will facilitate vehicular and multimodal traffic over the river in order to reduce traffic congestion, improve safety, and remove a number of structurally deficient or functionally obsolete bridges that have reached the limit of their design life.
• The proposed structure will be a movable bridge that satisfies the vertical clearance and river navigation requirements of the U.S. Coast Guard (USCG).
• The project design will accommodate future high-quality transit and the potential addition of a streetcar, which would be a separate stand-alone project developed by the Cities of West Sacramento and Sacramento. • The new bridge will improve the connectivity to, and accessibility of, businesses, recreational areas, and new or redevelopment opportunity sites located in the urban core of Sacramento and West Sacramento, including the Sacramento Railyards and the River District in Sacramento and the Washington District in West Sacramento.
Additionally, the Project is needed for the following reasons. • The existing I Street Bridge does not fully comply with current design and traffic operation standards due to the following conditions.
– I Street Bridge limits or restricts traffic capacity and multimodal use. The current bridge width is not sufficient to provide adequate traffic operations, bicycle lanes, or the ability for transit service, including busses, across the bridge.
– The I Street Bridge and the four associated approach structures are on the eligible bridge list for federal funds for replacement and/or rehabilitation through the Highway Bridge Program (HBP). The I Street Bridge has been classified as functionally obsolete, and the existing approach structures have been classified as structurally deficient. The cities of Sacramento and West Sacramento have decided to pursue replacement through the HBP.
• It is necessary to provide access to and between two proposed transit-oriented infill development planning areas on opposite sides of the Sacramento River, Washington District and Sacramento Railyards. To realize the full potential of each of the areas, a pedestrian friendly, multimodal connection across the river is necessary, and is not provided by the current I Street Bridge. • The I Street Bridge is not in compliance with ADA standards. Standard and continuous sidewalks, and bicycle facilities that encourage walking and bicycling are needed to comply with the ADA and promote the use of alternative modes of travel.
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In general, the Project will improve infrastructure and provide a framework for a well-planned, waterfront oriented urban district and to generally further public safety and the general community welfare in a manner consistent with the City’s General Plan and the Washington Specific Plan. 2) The Project is Planned or Located in the Manner that Will Be Most Compatible with the Greatest Public Good and the Least Private Injury
The Project has been developed in a manner most compatible with the greatest public good and least private injury based upon studies of potential alternatives. This included considerations of alternatives within the Final Environmental Impact Report, the addendum to the EIR and the analysis in support of the adoption of Resolution 23-29. The Bridge Location Feasibility Study, and Project value analysis study further supports the present Project.
3) The Property Interests are Necessary for the Project The proposed Project plans and Bridge alignment dictate the property required for the Project. The alignment is supported by the 2014 alignment study conducted by Mark Thomas & Co. The existing West Sacramento approach on C Street was determined to be the logical western connection for the bridge. Necessary property was further refined through the process of preparing the EIR addendum resulting in the findings and determinations of Resolution 23-29. The properties to be acquired lie within the roadway cross sections and are therefore necessary for the safety, construction, and maintenance of the Project. 4) The Offers Required by California Government Code §7267.2 Have Been Made The offers required by California Government Code §7267.2 have been made to the owner(s) of record for the necessary property interests. California Government Code §7267.2 requires that an offer be made to the owner in an amount which the agency believes to be just compensation consistent with and based upon the property's appraised value. The City contracted with CBRE Valuation & Advisory Services (“CBRE”), a full-service independent appraisal firm, to determine the fair market value of the subject property. Based on CBRE’s appraisal, the City prepared and sent out a formal offer letter to the property owners on December 1, 2023, to acquire the Property for its full appraised fair market value. The City’s offer also included information regarding property owners’ rights to obtain an independent appraisal, for which the City would reimburse them in an amount not to exceed $5,000. Copies of the offer letters are attached as exhibits to this report and incorporated herein.
Questions regarding the amount of compensation to be paid for the respective properties are not part of this proceeding, and the Council does not consider such amounts in determining whether the Resolution of Necessity should be adopted. If the Resolution of Necessity is adopted, the City Attorney’s office will file documents commencing eminent domain proceedings with the Superior Court in Yolo County. In that proceeding, the Court will determine the amount of compensation to which the Owners are entitled. It is also anticipated that the parties will continue to engage in settlement discussions in an effort to reach a mutually agreeable resolution even after the filing of any eminent domain actions.
Environmental Considerations
These actions are consistent with and fully addressed by the City Council approval of the I Street Bridge Replacement Project EIR/EA and addendum thereto on March 15, 2023. A copy of Resolution 23-29 is attached hereto and incorporated by reference. The Environmental Impact Report and Environmental Assessment, the addendum thereto, the supporting staff report and the administrative record relating the approval are incorporated herein by reference. Due to the volume of these documents, they are not attached but are available for review at https://www.cityofwestsacramento.org/home/showpublisheddocument/18468 and https://www.cityofwestsacramento.org/government/departments/capital-projects-department/projects.
Commission Recommendations
N/A
Strategic Plan Integration
The I Street Bridge Replacement Project actions and activities are consistent with the City Council’s adopted 2023 Strategic Priorities.
Alternatives
Staff recommends that the City Council:
1) Approve the recommended actions as stated above.
2) The City Council may choose to make adjustments to Resolution 24-32 433
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