Cities Index.
12.B Attachment 2 Public Safety Facility Complete Agreement ONLINE ONLY

Pismo Beach City Council
July 18, 2023

Document
12.B Attachment 2 Public Safety Facility Complete Agreement ONLINE ONLY
Meeting
July 18, 2023
Body
Pismo Beach City Council
Pages
19
Original file
2.3 MB
Text extracted from the city's file for reading and search. Open the original on portal.laserfiche.com. That file is the official record.

ELEVATOR: A secure elevator will provide an accessible route to the police program located on the second floor from the first-floor lobby.

INTERIOR RAMPS: Due to the elevation changes between the fire building and fire apparatus bays, the use of interior ramps shall be used along the path of response.

INTERIOR FINISHES
WALL FINISHES:

Interior Painting: All painted surfaces shall be a level 4 finish, receive one primer coat and three finish coats. All coatings shall be a premium grade paint in a finish suitable for the intended usage of the spaces.

Apparatus Bay and apparatus support spaces shall be painted with a high-performance coating in a satin finish. Any exposed structure shall also receive a high-performance coating.

FLOOR FINISHES:

Typical floor finishes are slip-resistant resinous flooring, luxury vinyl tile (LVT), carpet tile, Vinyl Composition Tile (VCT), ceramic tile, static dissipative tile, and sealed concrete. Materials should be considered for their intended uses, be highly durable and low maintenance.

Corridors, vestibules, lobbies, and other similar spaces shall have a resilient, luxury vinyl tile (LVT) floor with rubber wall base.

See the room data sheets for the proposed floor finish in each space.

CEILING FINISHES:

Typical ceilings shall be suspended 2x2 Acoustical Ceiling Tile (ACT) system or gypsum board.

See the room data sheets for the proposed ceiling finishes for each room. Corridors will be either ACT or gypsum board ceiling and will incorporate bulkheads to break up the space.

Provide a fire rated gypsum ceiling where required per the local building codes. These areas are to receive access panels where needed. If a room is required to be hardened, provide the same level of protection to the ceiling assembly as well.

The Apparatus Bay, Turnout Gear, Workshop, Utility spaces and Storage spaces adjacent to the Apparatus Bay shall have exposed structure painted with a high-performance coating.

BALLISTIC PROTECTION:

The main lobby shall be provided with ballistic level III transaction window and wall protection surrounding the lobby, including any doors off of the lobby leading to occupied spaces.

Additional ballistic protection shall be provided around the Armory. Extent and level of protection shall be reviewed based on the final design layouts.

EQUIPMENT & FURNISHINGS

EQUIPMENT
COMMERCIAL EQUIPMENT:

Equipment provided and installed by the contractor shall include, but not be limited to, all equipment indicated within the room diagrams and data sheets such as: turnout gear lockers, personal/day use lockers, gun lockers, narcotic’s storage cabinet, commercial washer extractor, PPE drying cabinet, SCBA station, residential washer and dryer, residential stove/oven, hood, dishwasher, refrigerators, and ice makers.

Within the Room Diagrams and Data Sheet section of this document some individual items are noted/tagged with a suffix of either ‘FFE’ or ‘Owner’. All items not tagged with either of these notes shall be provided and installed by the DBE. All items tagged ‘FFE’ shall be provided and installed by the DBE, however they shall be coordinated/selected by the Owner and be accounted for within the FFE Allowance. All items tagged ‘Owner’ shall be provided by the Owner and installed by the DBE.

Coordinate with Owner if other equipment is required and which party will be providing and installing these fixtures.

EQUIPMENT MOUNTING:

Contractor shall be responsible for the installation/mounting of Owner provided equipment and shall provide all blocking as required to install/mount Owner provided equipment.

FURNISHINGS
OFFICE SYSTEMS FURNITURE:

Layouts for the administrative workstations/furniture shall be coordinated with the Owner.

Systems Furniture shall be provided and installed by the contractor. See Room Diagrams and Data Sheets for additional information.

MOVABLE FURNITURE:

All moveable furnishings, including Fitness Room equipment, shall be provided and installed by the contractor based on the item designations within the Room Diagrams and Data Sheets, unless specifically indicated/tagged as “Owner” provided.

SPECIAL CONSTRUCTION

SPECIAL CONSTRUCTION
POWER/DATA RACEWAYS:

Conduits/cables within Apparatus Bays and support spaces shall be run within the masonry walls and thru/below slabs. Exposed conduits on walls are not acceptable. Exposed conduits are acceptable on exposed ceilings within the Apparatus Bays and support spaces.

SIGNAGE
INTERIOR SIGNAGE:

Interior wall or door mounted signage as required by code and in compliance with ADA shall be provided.

Additional wayfinding signage throughout the building shall be provided such as informational signage within the lobby and directional signage within common spaces.

END OF ARCHITECTURAL NARRATIVE

STRUCTURAL NARRATIVE

SUMMARY
The following is the conceptual level structural needs for the proposed Public Safety Facility, which will consist of three separate structures: a two-story Police & Shared/Community Space building, one-story police storage building, and one-story Fire Station & Apparatus Bay building.

The existing Police Station and Fire Station will be renovated and connected together to be utilized as the new Fire Station with a newly constructed and seismically separated apparatus bay building. The Design-Build team will need to study the various roof lines to determine how best to connect the existing police & fire station roofs together to create a cohesive building and roof lines/elevations. The new apparatus bay building will have a lower finish floor elevation than the existing buildings, so site grading, retaining walls, and/or interior concrete ramps will need to be utilized to connect the buildings together. Underpinning of the existing footings might also be required at the new building ramps where they’re adjacent to the existing exterior footings. The existing building is supported on shallow continuous spread footings, while the new apparatus bay expansion is required to be supported on a pile-supported mat slab system as recommended in the geotechnical report. The existing and new buildings will need to be constructed seismically isolated from one another due to their differing foundation systems. At the seismic separations, flexible connections will need to be utilized for all mechanical, electrical, and plumbing systems to allow for vertical and horizontal differential movement.

The new Police Station and Shared/Community Space new building portion will be constructed on the West side of the site at a higher elevation than the Fire station. The building is proposed to be two-story construction supported on a pile-supported mat slab system.

APPLICABLE CODES AND STANDARDS
The structural design of the Police & Fire Public Safety Facility will be need to be designed to meet the requirements of the latest adopted California Building Code (CBC) and associated standards (ACI, AISC, AISI, ASCE, ANSI/AWC, SDI, SJI, TMS, etc.). The latest adopted California Existing Building Code and specifications will also be used for any modifications made to the existing structures.

The design dead load for the floor and roof areas will need to account for the weights of the structural systems, alongside standard flooring/roofing, insulation, ceiling assemblies, minimum solar panel allowance, mechanical/electrical/plumbing allowances, sprinklers, and other miscellaneous loadings.

In accordance with the most recently accepted California Building Code (CBC), and American Society of Civil Engineers Design Codes (ASCE 7), the floors and roofs will need to be designed to accommodate the typical uniform and concentrated live loads as specified in the aforementioned codes.

NEW BUILDING SYSTEM

VERTICAL LOADS

WIND LOADS
The building is classified as a Risk Category IV structure with an Exposure Category of D and will need to be designed in accordance with the CBC and ASCE 7 Design Codes. Wind loads for the Main Wind-Force Resisting System (MWFRS) and individual Components and Cladding (C&C) will be determined accordingly with the use of base wind speeds as specified by ASCE Wind Hazard Design Maps.

SEISMIC LOADS
The building is classified as a Risk Category IV structure with an seismic importance factor of 1.5, Seismic Design Category D, and will need to be designed per the CBC and ASCE 7 Design Codes.

VERTICAL FRAMING SYSTEMS
It is recommended that the Apparatus Bay have a minimum 8-inch thick slab.The new police station building should have a minimum 5-inch thick slab. The wall framing should utilize light gauge metal stud walls. Exterior and interior metal stud walls should have a minimum 18 and 20 gauge thickness, respectively. At the Fire side Apparatus Bay a more durable wall should be used such as reinforced masonry walls.

The second floor framing of the police station can utilize several different framing systems. The below summarizes some of the proposed floor framing options or combinations thereof:
Gypcrete topping over Plywood Sheathed Floors
o Pre-fabricated wood I-joists or open web wood trusses supported by metal stud bearing walls.
o Metal joists framing supported by metal stud bearing walls and/or steel girders & columns.
Concrete over Metal Deck
o Steel beam framing and girders supported by steel columns.

Depending upon the overall building aesthetics and roof profiles, a number of different roof framing systems can be utilized. The below summarizes some of the proposed roof framing options or combinations thereof:
Plywood Sheathed Roofs
o Pre-fabricated wood trusses or open web wood trusses supported by metal stud bearing walls.
o Metal joists framing supported by metal stud bearing walls and/or steel girders & columns.
Metal Deck Roofs
o Steel beam framing and girders supported by steel columns.

The roof profile of the new apparatus bay will need to be incorporated together and coordinated with the existing police & fire station roofs to create one cohesive roof.

LATERAL FRAMING SYSTEMS
It is recommended that the Apparatus Bay and Support Bays utilize reinforced masonry shear walls, while the remaining portions of the building additions utilize plywood sheathed metal stud shear walls.

EXISTING BUILDING SYSTEM

EXISTING BUILDING FRAMING SYSTEMS
The existing police station building was reportedly constructed in 1997 and designed by Howard and Van Sande Structural Consultants, Inc. according to the original as-builts. The building lateral system consists of plywood sheathed wood shear walls and reinforced masonry shear walls supported by conventional continuous spread footings. The roof framing system consists of plywood sheathing over a combination of pre-fabricated wood trusses (main roof), sawn/engineered lumber (entry roof), and I-joists (flat roof at mechanical well).

The gable roofs of the police station and fire station will need to be modified with additional roof framing in order to incorporate the two together and create a uniform roof profile for one building. New framing and/or trusses will be required at the alley/breezeway between the existing police station and fire station.

EXISTING BUILDING STRUCTURAL ELEMENT MODIFICATIONS
Modifications to the existing building may trigger additional mandatory upgrades, replacements, or retrofits to ensure current code standards are met. If any existing gravity load- carrying structural element for which an alteration causes an increase in design dead or live loads of more than 5%, that element shall be replaced or altered as needed to carry the gravity loads required by the CBC for new structures. Any existing gravity load-carrying structural element whose gravity load-carrying capacity is decreased as part of the alteration shall be shown to have the capacity to resist the design dead and live loads required by the CBC for new structures.

In addition, if any element in the lateral system for which an alteration causes an increases in design lateral loads, results in a prohibited structural irregularity as defined in ASCE 7, or decreases the capacity of any existing lateral load-carrying structural element, the structure of the altered building shall meet the requirements of the CBC for new structures. Alternatively, if any existing lateral load-carrying whose demand-capacity ratio with the alteration considered is not more than 10 percent greater than its demand-capacity ratio with the alteration ignored shall be permitted to remain unaltered
It should be noted that the existing structures are all supported on shallow spread footings.

However, any proposed new additions or buildings are required to be supported on pile supported mat slab foundation per the geotechnical report prepared by GeoSolutions, Inc. dated December 3, 2021. According to the report, there is a depth of approximately 20 feet of sandy clay before competent formation material is achieved. The primary geotechnical concerns for the site include the presence of undocumented fills, loose surface materials, and the presence of expansive material. The Geotechnical Engineer recommends the structure be supported by 24” minimum diameter drilled cast-in-place caissons embedded a minimum of 10 feet into rock. The Geotechnical Engineer also mentions the possibility of utilizing helical drilled piles, but recognized that the presence of harder rock material may prevent the use of drilled piles, and therefore recommends the caissons piles.

The proposed material properties and specifications for cast-in-place concrete are shown in Table 1, steel is presented in Table 2, and Masonry/CMU in Table 3.

Table 1. Cast-In-Place Concrete
Material Type Material Properties/Specifications
Concrete Minimum compressive strength, f’c =3,500 psi at 28 days Max. water/cement ratio = 0.45
Type II Modified Portland cement
Reinforcing ASTM A706 Grade 60 or A615 Grade 60

FOUNDATION SYSTEMS

FOUNDATION RECOMMENDATIONS

BUILDING MATERIALS

MINIMUM RECOMMENDED BUILDING MATERIALS

Table 2. Steel
Material Type Material Properties/Specifications
Wide Flange Steel Sections ASTM A992 Grade 50
Channel Sections, Steel Plate, and
Angles
ASTM A36 Grade 36
HSS steel sections ASTM A500 Grade B
High Strength Bolts ASTM F3125 Grade A325/A490
Threaded Rods ASTM F1554
Welding Electrodes E70XX
Hot-dipped Galvanizing ASTM A153/A153M or ASTM A123/A123M Light Gage Metal Framing ASTM A653
Table 3. Masonry/CMU
Material Type Material Properties/Specifications
Masonry Units 8 x 8 x 16 or 12 x 8 x 16
Open Ended Medium Weight Grade, N Type
ASTM Designation C90
F’m = 2,000 psi
Grouted Solid
Mortar ASTM C270 Type S
Mortar minimum compressive strength at 28 days= 1,900 psi Grout Coarse Grout
ASTM C476
Grout minimum compressive strength at 28 days = 2,500 psi Slump = 8” – 10”
Reinforcing ASTM A706 Grade 60 or A615 Grade 60

END OF STRUCTURAL NARRATIVE

SITE UTILITY AND STORM WATER

NARRATIVE

SUMMARY
The following is for the schematic criteria for the Pismo Beach Public Safety Campus for site utilites and storm water measures.

SITE UTILITIES
Water, Sewer and Gas Services
Domestic Water:

1. The existing buildings have water meters and services for each building from Bello Street.

2. Due to the age of the existing service, provide new domesitc services and meters for each building from Bello Street.

Sanitary Sewer:

1. The existing buildings have sewer laterals serving each building from Bello Street.

2. Due to the age of the existing service, provide new sewer lateral to serve each building from Bello Street.

Fire Service:

1. Coordinate with the fire sprinkler designer to size and locate fire service for each building including backflow preventer and fire department connection.

2. Locate existing or new fire hydrant within necessary distance to fire service per City of Pismo Beach standards.

Gas Service:

1. Gas service is provided by Southern California Gas Co. Coordinate as necessary.

STORM WATER
Post Construction Storm Water Control Measures (SWCP)
Post Construction Storm Water Control Measures:

1. The project will be required to design and implement Post Construction Storm Water Control measure to address treatment, retention and detention per the City of Pismo Beach Standards.

2. Provide an Operations and Maintenance manual for the post construction storm water control measures.

Storm Water Pollution Prevention Plan (SWPPP)
Storm Water Pollution Prevention Plan:

1. If the project distrubs more than one acre, then prepare a Storm water pollution prevention plan (SWPPP) that meets the Regional Water Quality Control Board (RWQCB) standards.

2. Register and upload the SWPPP and related documents to the RWQCB SMARTS system in coordination with the City of Pismo Beach.

END OF SCOPE OF WORK NARRATIVE

SITE UTILITY AND STORM WATER

NARRATIVE

SUMMARY
The following is for the schematic criteria for the Pismo Beach Public Safety Campus for site utilites and storm water measures.

SITE UTILITIES
Water, Sewer and Gas Services
Domestic Water:

1. The existing buildings have water meters and services for each building from Bello Street.

2. Due to the age of the existing service, provide new domesitc services and meters for each building from Bello Street.

Sanitary Sewer:

1. The existing buildings have sewer laterals serving each building from Bello Street.

2. Due to the age of the existing service, provide new sewer lateral to serve each building from Bello Street.

Fire Service:

1. Coordinate with the fire sprinkler designer to size and locate fire service for each building including backflow preventer and fire department connection.

2. Locate existing or new fire hydrant within necessary distance to fire service per City of Pismo Beach standards.

Gas Service:

1. Gas service is provided by Southern California Gas Co. Coordinate as necessary.

STORM WATER
Post Construction Storm Water Control Measures (SWCP)
Post Construction Storm Water Control Measures:

1. The project will be required to design and implement Post Construction Storm Water Control measure to address treatment, retention and detention per the City of Pismo Beach Standards.

2. Provide an Operations and Maintenance manual for the post construction storm water control measures.

Storm Water Pollution Prevention Plan (SWPPP)
Storm Water Pollution Prevention Plan:

1. If the project distrubs more than one acre, then prepare a Storm water pollution prevention plan (SWPPP) that meets the Regional Water Quality Control Board (RWQCB) standards.

2. Register and upload the SWPPP and related documents to the RWQCB SMARTS system in coordination with the City of Pismo Beach.

END OF SCOPE OF WORK NARRATIVE

CONCEPTUAL SPACE NEEDS OUTLINE
No. Type of Space
Space Attributes
STATION - APP BAY/APP BAY SUPPORT Proposed
PR-1.1 Apparatus Bays (2 Bays)AirVac exhaust, water fill, power cord drops to each vehicle to 48" AFF, (1) 220v drop ; heating system; night lighting; auto-close doors; Slope floor to trench drains in each bay; 14'x14' Sectional Doors; Wall map 10'-6" x 11'-6" Frame near entry to App Bay with plexiglass cover; Gang control door operators, Red/Green light overhead door status indicator; Person-door to App Bay with vision panel and panic; Hose bibs - Garden Valve 3/4" Opening 2 on each wall; CMU wall construction.
3,840 SF 1 48 FT x 80 FT
PR-1.2 Apparatus Bays (3 Bays)Existing CAL Fire Bays, AirVac exhaust 2,500 SF 1 50 FT x 50 FT PR-2 Workshop Work bench/shop area for vise, peg board, tool storage with large flat work surface, solvent tank, tool chest, storage cabinet, shop sink 192 SF 1 12 FT x 16 FT
PR-1.1 Hose Storage Alcove within bay 105 SF 1 5 FT x 21 FT PR-60 Fire Storage Heavy Duty Shelving; (5) 14' long boards; Motor stand for Boat (4'x4'); Exterior Access
240 SF 1 12 FT x 20 FT
PR-5 SCBA Room Bauer SCBA 3 bottle fill station & O2 cascade system - 4 Type A Existing Bottle storage rack; work counter
300 SF 1 15 FT x 20 FT
PR-6 Decon 256 SF 1 16 FT x 16 FT
PR-6 Life Guard Toilet / Showers Toilet, sink & shower with exterior access 99 SF 1 9 FT x 11 FT PR-6 Locker Turnout Room Fire 10 - 36" lockers; Life Guards 20 - 18" lockers, Wet suits, Cans, PPE. 360 SF 1 18 FT x 20 FT PR-7 Tier II Decon Toilet / Shower / Sink / Washer & Dryer 302 SF 1 18 FT x 17 FT PR-8 Medical Storage Medical Supply Storage Cabinets (lockable) Under cabinet refrigerator (lockable)
72 SF 1 9 FT x 8 FT
PR-10 Utility / Janitor 80 SF 1 10 FT x 8 FT
Response / Charging Alcove Computer and charging stations on response path 16 SF 1 2 FT x 8 FT Ice Machine Alcove 12 SF 1 3 FT x 4 FT
Station - App Bay/Support Subtotal 8,374 SF
No.Type of Space Space Attributes
STATION - FIREFIGHTER QUARTERS Proposed
PR-11 Kitchen 2-refrigerators; 3-shift pantries; 1-station pantry; 1-dishwasher; gas range/oven with hood; large microwave; large double-bowl sink with disposer; prep sink at island; open to Dining Area
400 SF 1 20 FT x 20 FT
PR-11 Dining Area Seating for 6 persons; wall-mounted TV; open to kitchen; open to Day Room 200 SF 1 10 FT x 20 FT PR-18 Day Room Seating for 4 with recliner chairs; Sofa; entertainment center and book shelving; Open to Dining
456 SF 1 19 FT x 24 FT
PR-12 Watch Office 4 - Workstations, Lobby oversight 208 SF 1 13 FT x 16 FT PR-13 Officer Office 4 - Workstations, printer 208 SF 1 13 FT x 16 FT PR-14 Dorm Room 4-lockers, desk, chair, wall-mounted TV, 1 bed 546 SF 4 11 FT x 13 FT PR-15 Toilet / Shower Floor drain & hose in showers. Linear trench drain; 1 ADA accessible, 1 non- accessible
192 SF 2 8 FT x 12 FT
PR-16 Laundry Room Service sink; countertop; janitorial supplies; mop rack; washer dryer 110 SF 1 10 FT x 11 FT PR-17 IDF Room CalFire, City IT, UPS & Battery Cabinet 168 SF 1 12 FT x 14 FT PR-53 Mechanical / Utility 168 SF 1 12 FT x 14 FT
Station - Firefighter Quarters Subtotal 2,656 SF
Station - App Bay/Bay Support Subtotal 8,374 SF
Station - Firefighter Quarters Subtotal 2,656 SF
Station - Fire Subtotal 11,030 SF
Gross up factor 30%3,309 SF
Station - Fire Total 14,338 SF
Pismo Beach
Program Reconciliation
Square Footage
Size
Square Footage
Size

Page 1 of 3 ends

No.Type of Space Space Attributes
POLICE Proposed
Lobby 2nd Floor Lobby 210 SF 1 14 FT x 15 FT
PR-49 Conference 240 SF 1 12 FT x 20 FT
PR-22 Soft Interview 120 SF 1 10 FT x 12 FT
PR-23 Records / Copy / Admin 540 SF 1 27 FT x 20 FT
PR-24 Livescan 80 SF 1 8 FT x 10 FT
PR-25 Analyst 1 WS 180 SF 1 12 FT x 15 FT
PR-26 Admin Office / Files Storage closet 288 SF 1 12 FT x 24 FT PR-27 Chief Office Adjacent to Admin/Files 216 SF 1 12 FT x 18 FT PR-28 Commander Office 1 Workstation 360 SF 2 12 FT x 15 FT PR-29 Sergeants Office 1 Workstation 360 SF 2 12 FT x 15 FT PR-30 Admin / Volunteer Office 1 Workstation 360 SF 2 12 FT x 15 FT PR-31 Briefing 10 person 286 SF 1 13 FT x 22 FT
PR-32 Men's Locker Room 556 SF 1 25 FT x 22 FT
PR-32 Men's T & S 135 SF 2 8 FT x 9 FT
PR-32 Women's Locker Room 275 SF 1 25 FT x 11 FT
PR-32 Women's T & S 68 SF 1 8 FT x 9 FT
PR-33 Utility / Janitor 80 SF 1 10 FT x 8 FT
PR-34 Wellness Room 80 SF 1 8 FT x 10 FT
PR-35 Sallyport 540 SF 1 18 FT x 30 FT
PR-35 Interview 144 SF 2 8 FT x 9 FT
PR-35 K-9 77 SF 1 6 FT x 14 FT
PR-36 Report Writing Report writing for 4 144 SF 1 12 FT x 12 FT PR-37 Charging 80 SF 1 8 FT x 10 FT
PR-37 Quartermaster 80 SF 1 8 FT x 10 FT
PR-38 Armory 150 SF 1 10 FT x 15 FT
PR-39 Restroom 64 SF 1 8 FT x 8 FT
PR-40 Lounge 135 SF 1 10 FT x 14 FT
PR-41 Dispatch Supervisor 155 SF 1 12 FT x 14 FT
PR-41 Dispatch 5 Sit / Stand stations 720 SF 1 15 FT x 48 FT PR-41 Dispatch Toilet 56 SF 1 7 FT x 8 FT
PR-41 Dispatch Breakroom 130 SF 1 10 FT x 13 FT
PR-17 IDF Room 114 SF 1 10 FT x 12 FT
PR-42 Evidence Processing 130 SF 1 10 FT x 13 FT
PR-42 Evidence & Property Storage 600 SF 1 20 FT x 30 FT PR-42 Evidence Tech 160 SF 1 16 FT x 10 FT
PR-42 Guns/Drugs Storage 128 SF 2 8 FT x 8 FT
PR-43 Detective Sergeant 180 SF 1 12 FT x 15 FT
PR-43 Detective Workroom 4 Workstations 567 SF 1 18 FT x 32 FT PR-44 Property Release 64 SF 1 8 FT x 8 FT
PR-46 Public Restroom 64 SF 1 8 FT x 8 FT
PR-53 Mechanical / Utility 168 SF 1 12 FT x 14 FT
PR-55 MDF / Main Telecommunication Room 3 City IT & AV, 2 NextGen 911, 2 City Radio, 1 County Radio, 2 Spares, UPS Cabinet, Floor HVAC
494 SF 1 19 FT x 26 FT
PR-56 Battery Room 108 SF 1 9 FT x 12 FT
PR-57 Sprinkler Room Fire Pump / Sprinkler Room 144 SF 1 8 FT x 18 FT PR-60 Vehicle Storage Includes riot gear storage 1,344 SF 1 48 FT x 28 FT PR-60 Temporary Evidence Storage 360 SF 1 18 FT x 20 FT Police Subtotal 11,534 SF
Station - Police Subtotal 11,534 SF
Gross up factor 30% 3,460 SF
Station - Police Total 14,994 SF
Square Footage
Size

Page 2 of 3 ends

No. Type of Space
Space Attributes
STATION - SHARED SPACES Proposed
PR-45 Public Lobby Small entry point for public; with seating adjacent to the public restroom.

Ballistic separation between offices and lobby. Oversight from both Fire and Police.
360 SF 1 18 FT x 20 FT
PT-48 Training Room (EOC / Public Classroom)30 person 900 SF 1 25 FT x 36 FT PR-48 Training Room Storage Table and chair storage adjacent to EOC / Classroom.120 SF 1 8 FT x 15 FT PR-48 Defensive Tactics Storage 120 SF 1 8 FT x 15 FT
PR-48 EOC Storage 40 SF 1 8 FT x 5 FT
PR-48 AV Room 27 SF 1 3 FT x 9 FT
PR-48 Coffee Bar 36 SF 1 3 FT x 12 FT
PR-49 Breakout / Conference Room 480 SF 2 12 FT x 20 FT PR-51 Toilet Rooms Gang toilet rooms adjacent to Training Room 528 SF 2 11 FT x 24 FT PR-52 Utility / Janitor 80 SF 1 10 FT x 8 FT
PR-53 Mechanical / Utility 168 SF 1 12 FT x 14 FT
PR-54 Electrical Room Main service panel, fire alarm panel; sub panels 168 SF 1 12 FT x 14 FT Station - Shared Spaces Subtotal 3,027 SF
Gross up factor 30% 908 SF
Shared Spaced Total 3,935 SF
No.Type of Space Space Attributes
SITE OPERATIONS Proposed Ea
Firefighter Parking 10 firefighter parking spaces, secure and separate from public parking 2,000 NSF 10 10 FT x 20 FT Visitor Parking Two Total - One Accessible with ramp 1,600 NSF 8 10 FT x 20 FT Training Apparatus Staging Parking for two apparatus used during training exercises.600 NSF 2 10 FT x 30 FT Apparatus Washing Area Adjacent to hydrant for refill and testing; locate at rear of App. Bays; provide clarivier for run-off
rear apron
Hose Maintenance Area Use rear apron area for cleaning hose; roll wet and store on apparatus, 55' x 5'
rear apron
Yard Hydrant Located at rear yard rear apron
K9 Kennel 1 8 FT x 10 FT
Generator Area Located at rear yard 240 NSF 1 12 FT x 20 FT Trash Enclosure Exterior access for service; space for dumpster and recycling bins 150 NSF 1 10 FT x 15 FT Flagpole Flagpole area with lighting 25 NSF 1 5 FT x 5 FT Outdoor Patio Outdoor uses; adjacent to Kitchen 300 NSF 1 15 FT x 20 FT Station - Site Operations Subtotal 4,915 NSF
SPACE NEEDS SUMMARY Proposed
Station - App Bay/Bay Support Subtotal 8,374 SF
Station - Firefighter Quarters Subtotal 2,656 SF
Station - Police Subtotal 11,534 SF
Station - Shared Spaces 3,027 SF
BUILDING SUBTOTAL (SF)25,591 SF
Gross up factor 30%7,677
GRAND TOTAL (SF) 33,268 SF
Size
Square Footage
Size
Square Footage

Page 3 of 3 ends


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ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
APPARATUS BAYS PR-1.1
22'-0" MIN
Hose Rack
DOOR

TRENCH DRAIN
ELEC. DROP
14' x 14' Overhead Sectional
Vehicle Exhaust System, Trench Drain Centered on Bays

SIGNALING

WATER FILL

$3
3 $
5 $
7 8
6 $3
3 $
5 $
7 8
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SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
APPARATUS BAYS PR-1.2
22'-0" MIN
DOOR

TRENCH DRAIN
ELEC. DROP
Overhead Sectional door
Vehicle Exhaust System, Trench Drain Centered on Bays

SIGNALING

WATER FILL

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ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS

STAINLESS STEEL
WORKSHOP PR-2
N/A

FLAMMABLE
36"
24-30"

VICE, DRILL
PRESS

WOOD WORKBENCHES
N/A
N/A

STORAGE

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5 ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
LIFE GUARD TOILET & SHOWER PR-4

MOISTURE
N/A
N/A
N/A
SHOWER
Exterior Access
N/A

RESISTANT










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ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS

VENTILATION
SCBA ROOM PR-5
36"
24"
SCBA,

BOTTLE RACK,

BOTTLE WALL

BRACKET, AIR

COMPRESSOR

POSITIVE
Access from Interior and Exterior.

N/A

PRESSURE








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5 ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS

VENTILATION
DECON PR-6

MOISTURE
N/A
N/A
N/A

EXTRACTOR

GEAR DRYER

NEGATIVE

TRENCH DRAIN
Wet Suit Tub, 3 Compartment Sink, Janitor Sink, Trench Drain for Extractor, Floor Drains located throughout N/A

RESISTANT

PRESSURE

MOP SINK

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS

VENTILATION
TURNOUT GEAR PR-6

MOISTURE
N/A
N/A
N/A
LOCKERS:
(20) 18" X 24"
(10) 36" X 24"

NEGATIVE
Located adjacent to Bays and Decon
Floor Drains located throughout

RESISTANT

PRESSURE

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2 0

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ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
TIER II DECON PR-7
SLIP
N/A
N/A
N/A
WASHER
DRYER
SHOWER
Wood Door to Living Space
N/A

RESISTANT

EYE WASH








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24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

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SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

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RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

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_______________

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_______________

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_______________

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_______________

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_______________
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_______________
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_______________

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SIDELITE
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_______________

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OTHER:
________________

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________________

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POLYMER

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________________
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DEPTH: ________

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PRINTER

TELEVISION
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SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
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EXHAUST FAN

THERMOSTAT
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________________

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COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

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FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
MEDICAL STORAGE PR-8
N/A
N/A










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24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
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SECURITY

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KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

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RESILIENT
CARPET

CERAMIC TILE

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OTHER:
_______________

WALL FINISH
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_______________

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_______________

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10’-12’
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_______________

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_______________

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OTHER:
_______________
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_______________
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HALF LITE

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SIDELITE
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_______________

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STAINED WOOD

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________________

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UPPER CABINET

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________________

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POLYMER

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________________
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PRINTER

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LIGHTING

NATURAL LIGHT
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TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
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EXHAUST FAN

THERMOSTAT
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________________

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COMPRESSED AIR
GAS

HOSE BIB
TOILET
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FLOOR DRAIN
OTHER:
________________

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120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
UTILITY/JANITORS PR-10
FRP UP 6'
VACUUM

MOP SINK
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OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

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FLOOR FINISH

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_______________

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UPPER CABINET

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POLYMER

SIMULATED STONE
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________________
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DEPTH: ________

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PRINTER

TELEVISION
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SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
SUPPLY
KITCHEN / DINING PR-11
FRIDGE

FREEZER

ICE MAKER

GAS RANGE

DISHWASHER

MICROWAVE
HOOD

HOT/COLD
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WATER










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8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
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FLOOR FINISH

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STAINED WOOD

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UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

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________________

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PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
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DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
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SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
WATCH OFFICE PR-12

OPEN OFFICE

BALLISTIC

BUILT-IN
Lobby Oversight with Ballistic Windows










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8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

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________________

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________________

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POLYMER

SIMULATED STONE
OTHER:
________________
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DEPTH: ________

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PRINTER

TELEVISION
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SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
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EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
OFFICER'S OFFICE PR-13

OPEN OFFICE

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24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

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SPECIAL REQUIREMENTS:

FLOOR FINISH

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TOILET
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EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
FIREFIGHTER DORM ROOM PR-14

BUNK ROOM
STC 54
N/A
N/A
N/A
LOCKERS:
(4) 24" WIDE
All Bedrooms to receive Blackout Shades
N/A

























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SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

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CERAMIC TILE

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OTHER:
_______________

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_______________

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________________
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TELEVISION
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LIGHTING

NATURAL LIGHT
LED
TASK
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MULTIPLE LEVELS
OTHER:
________________
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EXHAUST FAN

THERMOSTAT
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________________

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COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
TOILET / SHOWER PR-15

MOISTURE
N/A
SHOWER
N/A

RESISTANT

TRENCH DRAIN










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SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

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_______________

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_______________

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_______________
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________________

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POLYMER

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________________
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SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
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EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
LAUNDRY PR-16

MOISTURE
WASHER
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8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

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OTHER:
_______________

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_______________

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10’-12’
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HALF LITE

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SIDELITE
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STAINED WOOD

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OTHER:
________________

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UPPER CABINET

FULL HEIGHT CABINET
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EXPOSED SHELVING
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SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
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DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
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SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
IDF ROOM PR-17

STATIC-
N/A
N/A
N/A
N/A

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SPACE USE
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8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
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FLOOR FINISH

SEALED CONCRETE

RESINOUS

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10’-12’
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_______________

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WALL INSULATION

CEILING INSULATION

INSULATED DOOR
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_______________
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HOLLOW METAL

STOREFRONT
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WOOD
OTHER:
_______________

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FULL LITE

HALF LITE

VISION PANEL

SIDELITE
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CASEWORK FINISH

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STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

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UPPER CABINET

FULL HEIGHT CABINET
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________________

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SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
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DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
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SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
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EXHAUST FAN

THERMOSTAT
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PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS

ENERTAINMENT
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SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

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CERAMIC TILE

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10’-12’
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SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
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MULTIPLE LEVELS
OTHER:
________________
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EXHAUST FAN

THERMOSTAT
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COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
FITNESS PR-19
N/A
N/A
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SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
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24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

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CERAMIC TILE

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DEPTH: ________

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SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
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EXHAUST FAN

THERMOSTAT
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TOILET
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TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
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GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
SOFT INTERVIEW PR-22
Soft Interview Records Release

SECURE WALL, DOORS AND CEILINGS
N/A
N/A
N/A

INTERVIEW TABLE
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SPACE USE
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OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

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POLYMER

SIMULATED STONE
OTHER:
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DEPTH: ________

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SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
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MULTIPLE LEVELS
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________________
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EXHAUST FAN

THERMOSTAT
OTHER:
________________

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COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS

BALLISTIC
RECORDS / COPY / ADMIN PR-23

LOBBY OVERSIGHT

TRANSACTION
N/A

COPIER,

LATERAL FILES

BALLISTIC LOBBY WALLS / TRANSACTION WINDOW

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PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

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CMU-EXPOSED
OTHER:
_______________

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_______________

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8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
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SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
LIVESCAN PR-24

LIVESCAN RECORDS RELEASE

ADJACENT TO THE LOBBY

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8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

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RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

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TACKABLE SURFACE

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8’-10’
10’-12’
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_______________

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_______________

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CEILING INSULATION

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_______________
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HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
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STOREFRONT
WOOD
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_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

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PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

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BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
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________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
ANALYST OFFICE PR-25

PRIVATE OFFICE

ADJACENT TO CHIEF'S OFFICE
N/A
N/A
N/A
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8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

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OTHER:
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SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
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EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
ADMIN OFFICE / FILES PR-26

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PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

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CERAMIC TILE

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OTHER:
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10’-12’
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HALF LITE

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SIDELITE
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STAINED WOOD

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OTHER:
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UPPER CABINET

FULL HEIGHT CABINET
PANTRY

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LOCK

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DEPTH: ________

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TELEVISION
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SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
CHIEF'S OFFICE PR-27

PRIVATE OFFICE
N/A
N/A
N/A

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8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

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CARPET

CERAMIC TILE

ATHLETIC
OTHER:
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LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
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________________
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EXHAUST FAN

THERMOSTAT
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________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
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________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
COMMANDER'S OFFICE PR-28

PRIVATE OFFICE
N/A
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STAFF
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FULL HEIGHT CABINET
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SIMULATED STONE
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________________
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DEPTH: ________

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SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
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________________
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EXHAUST FAN

THERMOSTAT
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________________

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COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

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FLOOR DRAIN
OTHER:
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ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
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GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
SERGEANT'S OFFICE PR-29

SHARED OFFICE
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N/A
N/A
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ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
ADMIN/VOLUNTEER OFFICE PR-30

SHARED OFFICE
N/A
N/A
N/A
(1) Workstations, (2) Linear File Cabinets

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ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

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OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

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EXPOSED

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_______________

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8’-0”
8’-10’
10’-12’
OTHER:
_______________

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TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
BRIEFING PR-31
N/A
N/A
N/A

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ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
WOMEN'S LOCKER ROOM PR-32
N/A
N/A
N/A
LOCKERS:
(12) 24" x 24"
Floor Drains Throughout
N/A

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS

HOT/COLD WATER SUPPLY
WOMEN'S T&S PR-32

MOSTURE
N/A
N/A
SHOWER
N/A

RESISTANT

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
MEN'S LOCKER ROOM PR-32
N/A
N/A
N/A
LOCKERS:
(24) 24" x 24"
Floor Drains Throughout
N/A

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS

HOT/COLD WATER SUPPLY
MEN'S T&S PR-32

MOSTURE
N/A
N/A
SHOWER
N/A

RESISTANT

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ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
UTILITY / JANITORS PR-33
FRP UP 6'

MOP RACK
VACUUM

MOP SINK
N/A

UTILITY SINK










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ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
WELLNESS ROOM PR-34
36"
24"

MINI FRIDGE,

MICROWAVE

6$
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ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
INTERVIEW ROOM PR-35

SECURITY
N/A
N/A
N/A

CUFF RING/BAR

SECURE WALL, DOORS AND CEILINGS

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
K9 PR-35
N/A
N/A
K9 Door and covered outdoor Kennel

KENNEL GATE

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
SALLYPORT PR-35
N/A
N/A
N/A
(2) GUN

LOCKERS

TRENCH DRAIN
DURESS
Overhead Coiling Door
Trench Drain centered on Sallyport, Emergency Shower & Eyewash

EYE WASH
BUTTON

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ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
REPORT WRITING PR-36
N/A
N/A
N/A
N/A
N/A










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SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
CHARGING / QUARTERMASTER PR-37
N/A
N/A










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ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
ARMORY PR-38

SECURE WALL, DOORS AND CEILINGS
N/A
(2) Fixed Gun Cabinets, (2) Mobile Gun Cabinets, Clearing Tube, (2) Gun Cleaning Station

BALLISTIC WALL PARTITIONS
N/A










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SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
RESTROOMS PR-39

MOISTURE
N/A
N/A
N/A

RESISTANT










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ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
LOUNGE PR-40
N/A

FRIDGE,

MICROWAVEN/A
N/A

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ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
DISPATCH SUPERVISOR PR-41
N/A

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
DISPATCH PR-41
N/A
N/A
N/A

MONITORS
(5) DISPATCH WORKSTATIONS

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
DISPATCH TOILET PR-41

MOISTURE
N/A
N/A

RESISTANT

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
DISPATCH BREAKROOM PR-41
N/A

FRIDGE,

MICROWAVE,
(5) DOUBLE

TIER LOCKERS
N/A
N/A










+,
*
+

'
(
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(9
,
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(
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2 5
$
*
(

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
EVIDENCE PROCESSING PR-42
N/A
N/A
(4) Pass Thru Lockers, one with refrigeration and freezing

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS

STAINLESS STEEL
EVIDENCE & PROPERTY STORAGE PR-42

SECURE WALL, DOORS AND CEILINGS

HIGH DENSITY
MOBILE

STORAGE
RACKS,

FREEZERS,

FRIDGES

EYE WASH
Ventilated Narcotics Storage Cabinet

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
EVIDENCE TECH PR-42

N/A N/A

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
EVIDENCE STORAGE - WEAPONS PR-42

SECURE WALL, DOORS AND CEILINGS
(2) Fixed Gun Cabinets
N/A

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ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
DETECTIVE SERGEANT PR-43

N/A N/A
(2) Linear Storage File Cabinets

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
DETECTIVE WORKROOM PR-43
N/A

N/A N/A
(4) Linear Storage File Cabinets
N/A
N/A

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ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
PROPERTY RELEASE PR-44

SECURE WALL, DOORS AND CEILINGS
N/A
N/A
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ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
PUBLIC LOBBY PR-45

SECURE WALLS AND DOORS
N/A
N/A
N/A
All Windows in Lobby to receive Ballistic Rated Glass. Walls to be Ballistic Rated where necessary.










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SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
PUBLIC TOILET PR-46

MOISTURE
N/A
N/A
N/A

RESISTANT



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SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
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FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
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WOOD
OTHER:
_______________

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FULL LITE

HALF LITE

VISION PANEL

SIDELITE
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_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
TRAINING ROOM (EOC / PUBLIC CLASSROOM)PR-48
N/A
N/A
N/A

PROJECTOR

PROJECTOR
SCREEN

TELEVISION
FLOOR

LECTURN, NESTING TABLES AND CHAIRS

OUTLETS

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
TRAINING ROOM STORAGE PR-48
N/A
N/A
N/A
N/A

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
DEFENSIVE TACTICS STORAGE PR-48
N/A
N/A
N/A
N/A

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
EOC STORAGE PR-48
N/A
N/A
N/A
N/A

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
AV ROOM PR-48
N/A
N/A
N/A
N/A

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
COFFEE BAR PR-48

BULKHEAD N/A
N/A
N/A
N/A










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ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
BREAKOUT / CONFERENCE ROOM PR-49

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SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
TOILET ROOMS PR-51

MOISTURE
N/A
N/A
N/A

RESISTANT

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ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
UTILITY / JANITOR PR-52
N/A

MOP RACK
VACUUM

UTILITY SINK
N/A

MOP SINK

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SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
MECHANICAL ROOM PR-53
N/A
N/A
N/A
N/A

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SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

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OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

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OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

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TINTED
BLINDS

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OTHER:
_______________

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WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
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FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
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STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
ELECTRICAL ROOM PR-54
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N/A
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SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
MDF / MAIN TELECOMMUNICATION ROOM PR-55
N/A
N/A
N/A
N/A

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ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
BATTERY ROOM PR-56
N/A
N/A
N/A
(2) BATTERY

CABINETS
N/A

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SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
VEHICLE STORAGE PR-60
N/A
WALL

MOUNTED

GEAR RACKS
Electrical reel
Vehicle Exhaust System, Trench Drain Centered on Bays
N/A

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
TEMPORARY EVIDENCE STORAGE PR-60
N/A

OVERHEAD DOOR
N/A

ROOM NAME: ROOM NUMBER(S):

SPACE IDENTIFICATION

SPACE USE
PRIMARY ACTIVITIES: SECONDARY ACTIVITIES: UTILIZATION
8 HRS / DAY
24 HRS / DAY
OTHER
ACCESS
PUBLIC
STAFF
SECURE

SECURITY

NO LOCK KEYPAD

KEY LOCK CARD KEY
SPECIAL REQUIREMENTS:

FLOOR FINISH

SEALED CONCRETE

RESINOUS

RESILIENT
CARPET

CERAMIC TILE

ATHLETIC
OTHER:
_______________

WALL FINISH
PAINT

TACKABLE SURFACE

CERAMIC TILE

WALL COVERING

CMU-EXPOSED
OTHER:
_______________

CEILING FINISH

ACOUSTIC TILE

DRYWALL

EXPOSED

SKYLIGHT
OTHER:
_______________

CEILING HEIGHT
8’-0”
8’-10’
10’-12’
OTHER:
_______________

GLAZING/COVER

STANDARD
TINTED
BLINDS

NO WINDOW
OTHER:
_______________

SOUND/ACOUSTIC
NONE

WALL INSULATION

CEILING INSULATION

INSULATED DOOR
OTHER:
_______________
DOOR
FRAME

HOLLOW METAL

STOREFRONT
OTHER:
_______________
PANEL
METAL

STOREFRONT
WOOD
OTHER:
_______________

GLAZING

FULL LITE

HALF LITE

VISION PANEL

SIDELITE
OTHER:
_______________

CASEWORK FINISH

PLASTIC LAMINATE

PAINTED WOOD

STAINED WOOD

SOLID PHENOLIC
OTHER:
________________

CASEWORK TYPE

BASE CABINET

UPPER CABINET

FULL HEIGHT CABINET
PANTRY

EXPOSED SHELVING
LOCK

SYSTEM FURNISHING
OTHER:
________________

COUNTERTOPS

PLASTIC LAMINATE

SOLID SURFACE

POLYMER

SIMULATED STONE
OTHER:
________________
HEIGHT: ________
DEPTH: ________

EQUIPMENT

PRINTER

TELEVISION
OTHER:

SPECIAL REQUIREMENTS:

SPACE CHARACTERISTICS

LIGHTING

NATURAL LIGHT
LED
TASK
DIMMER

MULTIPLE LEVELS
OTHER:
________________
HVAC

EXHAUST FAN

THERMOSTAT
OTHER:
________________

PLUMBING

COMPRESSED AIR
GAS

HOSE BIB
TOILET
SINK

DRINKING FOUNTAIN

FLOOR DRAIN
OTHER:
________________

ELECTRICAL POWER
120V DEDICATED OUTLET

EMERGENCY POWER
OTHER:
________________

COMMUNICATION

TELEPHONE/NETWORK

VIDEO/CABLE

AUDIO ALERTING SYSTEM
CCTV
OTHER:
________________
SPECIAL REQUIREMENTS:

GENERAL COMMENTS / REMARKS

MECHANICAL AND ELECTRICAL REQUIREMENTS
FIRE STORAGE PR-60
N/A
OVERHEAD DOOR, ACCESS FROM INTERIOR AND EXTERIOR. LONG BOARD AND RESCUE CAN STORAGE.

The Probable Cost of Construction Estimate for the City of Pismo Beach New Public Safety Facility is a total of $29,100,000. This total estimate amount includes all
services, site and building utilities, site and building demolition, re-installation of existing historic facade, renovations and upgrades, and the FF&E allowance of
$1,600,000. It is the expectation of this Request for
Proposals that, at the completion of the project, the
Design-Build Entity will provide a complete and turnkey facility that meets all requirements contained in the
Bridging Documents, including all furnishings, fixtures, and equipment (such as all technology, dispatching,
audio/visual systems, and security systems) and will
operate as intended and efficiently.

PISMO BEACH PUBLIC SAFETY FACILITY
VOLUME 3
- CONCEPT DRAWINGS
MARY MCGRATH I ARCH ITEC1'S

STUDIOS

PISMO BEACH PUBLIC SAFETY FACILITY

CONCEPT DRAWINGS
NOTE:

Concept drawings and Adjacency Diagrams are diagrammatic in nature. Spot elevations, slopes and finish floor elevations are approximate and shall be verified by the contractor.

WerdSI
MARY MCGRATH I ARCH rrECTs

STUDIOS

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5 PISMO BEACH PUBLIC SAFETY FACILITY
VOLUME 4
- OUTLINE SPECIFICATIONS
- TECHNOLOGY REPORT
NN
M.trMcGRATHI ARcHincTs

STUDIOS

DIVISION 03 - CONCRETE
1 SECTION 03 0000 -CONCRETE WORK - GENERAL
PART 1 - GENERAL

1.1 APPLICABLE SECTION
A. Submit Shop Drawings, Product Data, Mill Certificates and Samples required by other portions of Contract Documents. The
requirements/provisions of the General and Supplementary Conditions and Division 1 Specification Section shall apply to this section.

1.2 DESCRIPTION OF WORK
A. The work included under this section consists of furnishing all material, supplies, equipment, tools, transportation, and facilities, and performing all labor and services necessary for, required in connection with or properly incidental to furnishing, and installing concrete work as described in this section of the specifications, shown on the accompanying drawings, or reasonably implied therefrom, except as hereinafter specifically excluded.

B. Work Included:

1. All formwork, including any special forms necessary to produce architectural details and/or to accommodate the work of others and removal of forms.

2. All concrete reinforcement, placement, bending and forming thereof.

3. All concrete and cement finishing; all surface treatment and curing, including non-slip finishes and color work.

4. Installation of all reglets, bolts, anchors, cans, sleeves, column anchor bolts, etc., whether furnished under this section or by others (except cans and sleeves required under the Electrical and Mechanical Divisions).

5. The furnishing of all items required to be or shown on the drawings as embedded in concrete, which are not specifically required under other sections.

6. Setting headers and screeds. Curing and protecting concrete.

7. Grouting of column bases.

8. Inserts, sleeves, cans, etc. required under the Plumbing, Mechanical, and Electrical Divisions 22, 23, and 26 respectively.

9. Routing out cracks and sawcutting control joints as required by waterproofing.

PART 2 - PRODUCTS - see other portions of specifications.

DIVISION 03 - CONCRETE
2 PART 3 - EXECUTION

3.1 DEFECTIVE WORK
A. General: Work considered to be defective may be ordered by the Architect to be replaced in which case the Contractor shall remove the defective work at his expense. Work considered to be defective shall include, but not be limited to, the following:

Reinforcing:

1. Kinks and bends therein which are not scheduled or indicated on the drawings; reinforcing improperly placed, or previously heated, or excessively cold worked reinforcing.

Concrete:

1. Concrete in which defective or inadequate reinforcing steel has been placed.

2. Concrete incorrectly formed or not conforming to details and dimensions on the drawings or with the intent of these
documents, or concrete the surfaces of which are out of plumb or level.

3. Concrete below specified strength.

4. Concrete not meeting the maximum allowable drying shrinkage requirements.

5. Concrete containing wood, cloth, or other foreign matter, rock pockets, voids, honeycombs, cracks or cold joints not scheduled or indicated on the drawings.

3.2 CORRECTION OF DEFECTIVE WORK
A. The Contractor shall, at his expense, make all such corrections and alleviation measures as directed by the Engineer.

B. Concrete work containing rock pockets, voids, honeycombs, cracks or cold joints not scheduled or indicated on the drawings, shall be chipped out until all unconsolidated material is removed.

C. Secure approval of chipped-out areas before patching. Patch per ACI 301.

END OF SECTION

DIVISION 03 - CONCRETE
1 SECTION 03 1000 - CONCRETE FORMWORK
PART 1 - GENERAL

1.1 APPLICABLE SECTION
A. The requirements/provisions of the General and Supplementary Conditions and Division 1 Specification Section shall apply to this section.

1.2 DESCRIPTION OF WORK
A. The work included under this section consists of furnishing all material, supplies, equipment, tools, transportation, and facilities, and performing all labor and services necessary for, required in connection with or properly incidental to furnishing, installing, and removing form work as described in this section of the specifications, shown on the accompanying drawings, or reasonably implied therefrom, except as hereinafter specifically excluded.

B. Work Included:

1. Design of Formwork, Shoring and Falsework

2. Construction and removal of all forms.

3. Installation of items furnished under other sections but indicated therein to be installed under this section.

4. Accuracy of installation is responsibility of section furnishing item.

C. Related Work Specified Elsewhere:

1. Concrete Reinforcement; Section 03 2000

2. Cast-in-Place concrete; Section 03 3000

1.3 REFERENCE STANDARDS
A. The following is a list of Reference Standards referred to in this portion of the Specification:

1. W.C.L.I.B.; "Standard Grading and Dressing Rules No. 17"

2. American Concrete Institute Standard ACI 347 "Guide to Formwork for Concrete" and ACI 318 "Building Code
Requirements for Reinforced Concrete", Latest edition.

3. California Building Code, current governing edition.

4. American Plywood Association, "U.S. Product Standard PS1-09"

1.4 QUALITY ASSURANCE
A. Codes and Standards: Comply with all Federal, State and Local Codes and Safety Regulations. In addition, comply with the provisions of the following codes, specifications, and standards, except where more

DIVISION 03 - CONCRETE
2 stringent requirements are shown or specified.

1. California Building Code, current governing edition.

2. ACI-347 "Guide to Formwork for Concrete", current edition.

3. State of California Department of Transportation Standard Specifications, current governing edition.

B. Qualifications: Design and detailing of formwork shall be by a person experienced in the design of formwork and familiar with the principles of engineering mechanics. Design and detailing of formwork over 12' in height, shoring, and falsework shall be prepared by a registered Civil/Structural Engineer of the State of California.

1.5 SUBMITTALS
A. General Requirements

1. Submittals shall be made to Architect in accordance with the requirements of Division 1, General Requirements of these specifications.

2. Construction, and fabrication or ordering of materials for formwork shall not begin until Contractor has received
submittals reviewed by Architect governing all aspects of the intended work as required in these specifications.

1.6 SEQUENCING AND SCHEDULING
A. The Contractor shall obtain information and instructions from other trades and suppliers in ample time to schedule and coordinate the installation of items furnished by them to be embedded in concrete.

PART 2 - PRODUCTS

2.1 FORMS
A. Plywood shall be 5/8" Exterior "B.B." Plyform Class I. Each sheet shall be grade stamped with an APA stamp.

B. Sheathing shall be Douglas Fir "Standard" grade per Grading Rules #17, W.C.L.I.B., Paragraph 118-c. 1x6 shiplap S4S.

C. Hardboard shall be 1/8" tempered.

2.2 SPREADERS
A. Spreaders shall be of metal type that will give positive tying and accurate spreading.

2.3 STUDS, WALES AND SHORING
A. Studs, wales, and shoring shall be Douglas Fir "Construction" grade per

DIVISION 03 - CONCRETE
3 Grading Rules #17, W.C.L.I.B. Paragraph 122-b or "No. 2" grade, Paragraph 123-c.

2.4 MANUFACTURED ASSEMBLIES
A. Manufactured assemblies may be used as forms provided that maximum loadings and deflections used on jacks, brackets, columns, joists and other manufacturer devices does not exceed the manufacturer’s recommendations.

PART 3 - EXECUTION

3.1 GENERAL
A. Furnish and install all forms, clamps, accessories, etc., required for all poured-in-place concrete below grade and unexposed portions above grade. Where sides of excavations have been cut neat and accurate to size for pouring of concrete directly against the excavation, forms for footings will not be required. Where the face of excavation is more than 3 inches wider than the specified width formwork shall be used.

B. Furnish and install all forms, clamps, sealer, accessories, etc., required for all poured-in-place concrete above grade that will be exposed.

C. Provide crack control and keyed cold joint forms.

3.2 DESIGN AND CONSTRUCTION OF FORMWORK
A. Forms shall be constructed of sound material, of the correct shape and dimension, mortar tight, and of sufficient strength, and so braced and tied together that the movement of equipment, men, materials, or placing and vibrating the concrete will not throw them out of line or position. Construct so that they may be easily removed without damage to the concrete. Any movement or bellying of forms during construction shall be considered just cause for their removal and, in addition, the concrete work so affected. All formed joints on concrete surfaces to be exposed shall be taped and shall align so joints will not be apparent on the concrete surfaces. All dirt, chips, sawdust and other foreign matter shall be completely removed before concrete is placed.

B. Before concrete is placed in forms, all inside surfaces of the forms shall be thoroughly coated with an approved form sealer. The form sealer shall be of high penetrating quality leaving no film on the surface of the forms that can be absorbed by the concrete.

C. Form supports shall be placed on adequate foundations and have sufficient strength and bracing to prevent settlement or distortion from

DIVISION 03 - CONCRETE
4 the weight of the concrete or other cause. Support shall rest on double wedged shim, or other approved means, so that the forms will be maintained at the proper grade.

D. Form Ties: Bolts, rods, or other approved devices shall be used for internal form ties and shall be of sufficient quantities to prevent spreading of the forms. The ties shall be placed at least 1 inch away from the finished surface of the concrete. The use of ties consisting of twisted wire loop will not be permitted. Bolts and rods that are to be completely withdrawn shall be coated with grease.

E. Form Stakes: Where used, form stakes shall be smooth metal, coated as required to allow for removal from hardened concrete. Wood form stakes are not permitted. Fill voids left by form stake removal with non- shrink grout.

3.3 PLUMBING, LEVELING, REPAIRING AND MAINTAINING FORMS A. Before concrete is placed in any form, the horizontal and vertical position of the form shall be carefully verified and all inaccuracies corrected. All wedging and bracing shall be completed in advance of placing of concrete.

B. Boards or other form materials that have been damaged or checked or warped prior to placing of concrete shall be removed from the forms and replaced with approved materials or otherwise corrected to the satisfaction of the engineer.

C. Assign a sufficient number of men to keep watch on and maintain the forms during placing of concrete. Satisfactorily remedy any displacement or looseness of forms or reinforcement before placing of concrete. No form shall be moved or altered except as may be specifically directed.

D. Wall forms shall be set to account for movement of post-tensioned slabs that will occur due to long term shortening of slabs. The Engineer will establish the offsets at each level after the Contractor has submitted a detailed pour schedule.

3.4 FIELD QUALITY CONTROL
A. The Contractor shall verify accuracy of items, furnished under other sections of these specifications and installed under this section.

3.5 REMOVAL OF FORMWORK, FALSEWORK AND SHORING
A. Formwork, falsework, and shoring shall not be removed until the concrete members have acquired sufficient strength to support their weight and the loads to be superimposed thereon safely.

DIVISION 03 - CONCRETE
5 B. The contractor is solely responsible for the design, installation, and removal of temporary bracing and construction supports required to complete the project. No portion of the structure shall be considered to be self supporting until the entire vertical and lateral load resisting system is in place.

C. The Contractor shall request to have field cured compression test specimens taken for any concrete where it is planned to remove formwork, falsework, or shoring sooner than indicated above.

D. In removing plywood forms, no metal pinch bars shall be used and special care to be taken in stripping. Start at top edge or vertical corner where it is possible to insert wooden wedges. Wedging shall be done gradually and shall be accompanied by light tapping of the plywood panels to crack them loose. Do not remove forms with a single jerk after it has been started at one end.

E. Forms shall be left in place as long as possible to permit shrinkage away from concrete and plywood forms shall be left in place until all other forms around are stripped and until there is no danger of damaging the architectural concrete due to other work in the vicinity.

F. Nothing herein shall be construed as relieving the contractor of any responsibility of the safety of the structure.

G. After stripping, properly protect all concrete to be exposed in the finish work from damage with boards and building paper to prevent staining, spoiled edges, chips, etc.

H. Whenever the formwork is removed during the curing period, the exposed concrete shall be cured by one of the methods specified in Section 03300.

3.6 CLEAN UP
A. Clean up shall be per special conditions. Failure to perform clean up within 24 hours notice by the Architect shall be considered adequate grounds for having the work done by others at the contractor's expense.

END OF SECTION

DIVISION 03 - CONCRETE
1 SECTION 03 2000 - REINFORCING STEEL
PART 1 - GENERAL

1.1 APPLICABLE SECTION
A. The requirements/provisions of the General and Supplementary Conditions and Division 1 Specification Section shall apply to this section.

1.2 DESCRIPTION OF WORK
A. The work included under this section consists of furnishing all material, supplies, equipment, tools, transportation, and facilities, and performing all labor and services necessary for, required in connection with or properly incidental to furnishing and installing all reinforcing bars, ties, spacing devices, inserts, and all other material required to complete installation, as described in this section of the specifications, shown on the accompanying drawings, or reasonably implied therefrom.

B. Work Included:

1. Fabricating and installing all reinforcing steel for cast in place concrete and unit masonry.

2. Fabrication of reinforcing steel dowels to be embedded in existing concrete and existing masonry.

C. Related Work Specified Elsewhere:

1. Concrete Formwork; Section 03 1000

2. Cast-in-Place Concrete; Section 03 3000

3. Post Installed Anchors; Section 03 7010

4. Concrete Unit Masonry; Section 04 2200

1.3 REFERENCE STANDARDS
A. The following is a list of Reference Standards referred to in this portion of the specifications:

DIVISION 03 - CONCRETE
2 1. ASTM A184/A184M, Standard Specification for Welded Deformed Steel Bar Mats for Concrete Reinforcement.

2. ASTM A615, "Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement".

3. ASTM A706, "Specification for Deformed and Low-Alloy Steel Bars for Concrete Reinforcement".

4. ASTM A970, “Specification for Headed Steel Bars for Concrete Reinforcement”.

5. ASTM A1064, "Specification for Carbon Steel Wire and Welded Wire Reinforcement, Plan and Deformed, for Concrete".

1.4 QUALITY ASSURANCE
A. Codes and Standards: Comply with all applicable Federal, State and Local Code and Safety Regulations. In addition, comply with the provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified:

1. ACI 315R, "Guide to Presenting Reinforcing Steel Design Details", latest edition.

2. ACI 318, "Building Code Requirements for Structural Concrete", latest edition.

3. AWS D1.4, "Structural Welding Code- Steel Reinforcing Bars", latest edition.

B. Mill Certificates: The Contractor shall provide Mill Certificates for reinforcing steel in accordance with the requirements of Part 1.5, "Submittals" of this specification section. When Mill Certificates cannot be provided, laboratory test reports shall be provided in accordance with the requirements of Part 1.5, "Submittals" of this specification section.

C. Sampling, Testing, and Inspection:

1. General
a. All materials and work shall be subject to inspection at the mill, the fabrication shop, and at the building site.

DIVISION 03 - CONCRETE
3 Material or workmanship not complying fully with the
drawings, and/or specifications will be rejected.
b. If the Owner's agent, through oversight or otherwise, has accepted material or work which is defective or contrary to specifications, this material or work, regardless of state of completion, may be rejected.

2. Owner: The Owner shall employ an independent testing laboratory as the Owner's agent to perform the sampling, testing and inspections shown on the contract drawings, and submit certified test results.

3. Contractor:
a. The Contractor shall cooperate with and notify Owner's agent at least 24 hours in advance of inspections
required and shall provide samples, test pieces, and
facilities for inspection without extra charge.
b. The Contractor shall identify each lot of fabricated reinforcing steel to be shipped to the site by assigning an individual lot number that identifies steel by heat number and shall be tagged in such a manner that each such lot can be accurately identified at the job site.
c. The Contractor shall remove all unidentified reinforcing steel, anchorage assemblies and bar couplers received
at the site.

1.5 SUBMITTALS
A. General Requirements:

1. Submittals shall be made to Architect in accordance with the requirements of Division 1, General Requirements of these specifications.

2. Construction, fabrication, or ordering of materials shall not begin until Contractor has received submittals reviewed by Architect governing all aspects of the intended work.

DIVISION 03 - CONCRETE
4 B. Shop Drawings:

1. Shop Drawings shall be submitted that show diagrammatic elevations of all walls, footings, columns, beams, slabs, etc., at a scale sufficiently large to show clearly the positions and erection marks of reinforcing bars, their dowels, and splices.

2. Use same bar marks on diagrammatic elevations as used on the bar schedule.

3. Shop drawings shall also show details for congested areas and connections.

4. Shop Drawings used in field must be reviewed copies.

5. Contract drawings shall not be reproduced in whole or in part.

Contract drawings modified into shop drawings will be returned without review.

6. Revised submittals shall have clear indications of revised or new information. Clouding is an acceptable form of identification.

C. Product Data: Manufacturer's catalog sheets including instructions for use and description of application shall be provided on each of the following items intended for use on project:

1. Mechanical anchorage devices for butt splices.

D. Mill Certificates:

1. The Contractor shall provide Mill Certificates for each size of bar for each heat to be used on project.

2. Mill Certificates shall include name of mill, date of rolling, date of shipping to fabricator and shall be signed by fabricator certifying that each material complies with or exceeds the specified requirements. A Mill Certificate shall be furnished with each lot of material delivered to the project and the lot shall be clearly identified in the Certificate.

3. When Mill Certificates cannot be provided, the Contractor shall hire a professional testing laboratory to verify compliance and provide laboratory test reports. The Contractor shall pay for the cost of testing.

DIVISION 03 - CONCRETE
5 E. Laboratory Test Reports:

1. Laboratory test reports shall show the name of testing agency; date of testing, types of tests performed and shall be signed by a principal of the testing agency who is a registered Civil Engineer in the State of California.

2. When required by other portions of these specifications, laboratory test reports shall be submitted for each size of bar tested for each heat to show compliance with appropriate ASTM Standards and these specifications.

1.6 STORAGE OF MATERIALS
A. Store reinforcement during fabrication and at site to avoid excessive rusting or coating with grease, oil, dirt, or other objectionable materials.

1.7 SEQUENCING AND SCHEDULING
A. Coordinate work with all trades so as not to interfere with the work of other trades. Bring interferences between trades to Architect's attention and resolve before any concrete is placed.

PART 2 - PRODUCTS

2.1 REINFORCING BARS
A. Bars for reinforcement listed below shall conform to the requirements of ASTM A706, Grade 60, except as allowed in ACI 318 Section 20.2.2.5.

1. Chord Bars

2. Vertical Bars, Columns

3. Vertical Bars, Pilasters

4. Vertical and Horizontal Bars in Shear Walls, Coupling Beams, and Footings

5. All Reinforcing Bars to be Welded or Field Bent

6. All elements identified in ACI 318 Table 20.2.2.4a

DIVISION 03 - CONCRETE
6 B. Bars for reinforcement not noted above shall conform to the requirements of ASTM A615, Grade 60.

2.2 WIRE
A. All wire for concrete reinforcement shall conform to ASTM A1064.

B. Holding wire for fusion welding shall conform to ASTM A1064.

2.3 WELDED WIRE FABRIC
A. All wire fabric mesh shall conform to ASTM A1064.

2.4 WELDING ELECTRODES
A. Welding electrodes shall be per Table 5-1 of AWS D1.4.

2.5 MECHANICAL COUPLING DEVICES
A. Mechanical coupling devices shall develop 125 percent of the minimum yield strength of the bars spliced.

2.6 OTHER MATERIALS
A. All other materials, not specifically described by these specifications but required for complete and proper placement of reinforcement shall be new, first quality of their respective kinds, and subject to the approval of the Architect.

PART 3 - EXECUTION

3.1 EXISTING CONDITIONS
A. Prior to all work of the section, carefully inspect the installed work of other trades and verify that all work is sufficiently complete to permit the start of work under this section and that the completed work of this section will be in complete accordance with the original design and the reviewed shop drawings. In the event of discrepancy, immediately notify the Architect/Engineer in writing.

B. In the event conduits, pipes, inserts, sleeves, or any other items interfere with placing the reinforcement as indicated on the drawings or

DIVISION 03 - CONCRETE
7 approved shop drawings, or as otherwise required, immediately notify the Architect/Engineer and obtain approval on procedure before placement of reinforcement is started.

3.2 FABRICATION
A. Bends for reinforcing steel shall be made in accordance with ACI 318 latest edition. Bend all bars cold. Do not field bend reinforcing steel in a manner that will injure material, cause the bars to be bent on too tight a radius, or that is not indicated as allowed on drawings or permitted by Engineer. Do not straighten bent or kinked bars for use on project without permission of Engineer. Replace bars with kinks or bends not shown on the drawings.

B. The use of fusion welding for attaching carrying wires to the foundation rebar work is acceptable with the following provisions:

1. Fusion welding shall be to the stirrups and is not allowed to longitudinal reinforcing steel.

2. Fusion welding of holding wires shall not occur on a bent portion of a reinforcing bar. After holding wire has been fusion welded to a reinforcing bar, that bar may not be bent where the fusion weld occurs.

3. All reinforcing steel to be welded shall comply with ASTM A706.

4. The welding process shall be as outlined in ASTM A1064.

5. The contractor shall submit a complete shop welding program outlining the type of the specific fusion welding machine.

6. Fusion welding shall have periodic special inspection of the in- plant welding, including review of the setup of the machine prior to the start of welding and testing of samples.

3.3 PLACING
A. All reinforcement shall be placed in strict conformity with the requirements of the engineering drawings, both as to location, position and spacing of members. It shall be supported and secured against displacement by the use of adequate and proper wire supporting and spacing devices, tie wires, etc. so that it will remain in its proper position in the finished structure.

B. Preserve clear space between parallel bars of not less than 1 1/2 times the nominal diameter of round bars and in no case let the clear distance be less than 1 1/2 inches nor less than 1-1/3 times the maximum size of aggregate for concrete. Bars placed in shotcrete shall have a

DIVISION 03 - CONCRETE
8 minimum clearance between bars of 2 1/2" for No. 5 and smaller and 6 bar diameters for bars larger than No. 5.

C. Lap splices shall be contact lap splices in accordance with ACI 318 unless noted otherwise on the Contract Drawings. Bars shall be wired together at laps. Wherever possible, stagger splices in adjacent bars.

Make all splices in wire fabric at least 1 1/2 meshes wide or 12", which ever is greater. When splicing in areas to receive shotcrete, lap splices shall be non-contact with at least 2" clearance between bars.

D. Butt splices shall be accomplished by mechanical anchorage devices.

3.4 CLEANING REINFORCEMENT
A. Take all means necessary to ensure that steel reinforcement, at the time concrete is placed around it, is completely free from rust, dirt, loose mill scale, oil, paint and all coatings which will destroy or reduce the bond between steel and concrete.

3.5 FIELD QUALITY CONTROL
A.Inspection: The Owner’s agent will perform the inspections shown on the contract drawings.

END OF SECTION

DIVISION 03 - CONCRETE
1 SECTION 03 3000 - CAST-IN-PLACE CONCRETE
PART 1 - GENERAL

1.1 APPLICABLE SECTION
A. The requirements/provisions of the General and Supplementary Conditions and Division 1 Specification Section shall apply to this section.

1.2 DESCRIPTION OF WORK
A. The work included under this section consists of furnishing all material, supplies, equipment, tools, transportation, and facilities, and performing all labor and services necessary for, required in connection with or properly incidental to furnishing, and installing cast-in-place concrete work as described in this section of the specifications, shown on the accompanying drawings, or reasonably implied therefrom, except as hereinafter specifically excluded.

B. Work Included:

1. Design of Concrete Mixes.

2. All concrete and cement finishing; all surface treatment and curing, including non-slip finishes and color work.

3. Installation of all reglets, bolts, anchors, cans, sleeves, column anchor bolts, etc., whether furnished under this section or by others (except cans and sleeves required under the Electrical and Mechanical Divisions).

4. The furnishing of all items required to be or shown on the drawings as embedded in concrete, which are not specifically required under other sections.

5. Setting headers and screeds. Curing and protecting concrete.

6. Grouting of column bases.

7. Routing out cracks and sawcutting control joints as required by waterproofing.

8. Grouting between bearing plates, channels, etc. and bearing surfaces.

9. Drilling of existing concrete and masonry for placement of bars, dowels, and rods.

C. Related Work Specified Elsewhere:

1. Concrete Formwork; Section 03 1000

2. Reinforcing Steel; Section 03 2000

3. Structural Steel and Miscellaneous Iron; Section 05 1200

4. Inserts, sleeves, cans etc. required under Plumbing, Mechanical, and Electrical Divisions 22, 23, and 26 respectively.

DIVISION 03 - CONCRETE
2 1.3 REFERENCE STANDARDS
A. The following is a list of Reference Standards referred to in this portion of the Specification:

1. ASTM C31 " Standard Practice for Making and Curing Concrete Test Specimens in the Field"

2. ASTM C33 "Standard Specification for Concrete Aggregates "

3. ASTM C39 " Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens"

4. ASTM C42 " Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete"

5. ASTM C94 "Standard Specification for Ready Mixed Concrete"

6. ASTM C143 "Standard Test Method for Slump of Hydraulic- Cement Concrete"

7. ASTM C150 "Standard Specification for Portland Cement"

8. ASTM C157 " Standard Test Method for Length Change of Hardened Hydraulic-Cement Mortar and Concrete"

9. ASTM C171 " Standard Specification for Sheet Materials for Curing Concrete"

10. ASTM C172 " Standard Practice for Sampling Freshly Mixed Concrete"

11. ASTM C173 " Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method"

12. ASTM C231 " Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method"

13. ASTM C260 " Standard Specification for Air-Entraining Admixtures for Concrete"

14. ASTM C309 " Standard Specification for Liquid Membrane- Forming Compounds for Curing Concrete"

15. ASTM C330 " Standard Specification for Lightweight Aggregates for Structural Concrete"

16. ASTM C494 " Standard Specification for Chemical Admixtures for Concrete"

17. ASTM C618 " Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete"

18. ASTM C881 " Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete"

1.4 QUALITY ASSURANCE
A. Codes and Standards: Comply with all Federal, State and Local Codes and Safety Regulations. In addition, comply with the provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified:

1. ASTM C94, "Specifications for Ready Mixed Concrete".

2. ACI 117, Standard Specifications for Tolerances for Concrete Construction and Materials.

3. ACI 121R, Quality Management System for Concrete Construction.

DIVISION 03 - CONCRETE
3 4. ACI 201.2R, Guide to Durable Concrete.

5. ACI 211.1, Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete.

6. ACI 214R, Recommended Practice for Evaluation of Strength Test Results in Concrete.

7. ACI 301, Specifications for Structural Concrete.

8. ACI 302.1R, Guide for Concrete Floor and Slab Construction.

9. ACI 304.2R, Placing Concrete by Pumping Methods.

10. ACI 304R, Guide for Measuring, Mixing, Transporting, and Placing Concrete.

11. ACI 305R, Guide to Hot Weather Concreting.

12. ACI 306.1, Standard Specification for Cold Weather Concreting.

13. ACI 308R, Guide to Curing Concrete.

14. ACI 309R, Guide for Consolidation of Concrete.

15. ACI 311.4R, Guide for Concrete Inspection.

16. ACI 318, Building Code Requirements for Structural Concrete.

17. ACI SP-15, Field Reference Manual: Standard Specifications for Structural Concrete with Selected ACI and ASTM References.

18. ACI SP-2, ACI Manual of Concrete Inspection.

19. ACI SP-66, ACI Detailing Manual.

20. California Building Code, current edition.

B. Certificates of Compliance: The Contractor shall provide Certificates of Compliance for concrete materials in accordance with the requirements of Part 1.5, "Submittals", of these specifications. When Certificates of Compliance cannot be provided, laboratory test reports shall be provided in accordance with the requirements of Part 1.5, "Submittal" of these specifications.

C.Engineer’s Review: The Engineer will review the mix designs prepared by the testing laboratory hired by the Contractor.

D. Sampling, Testing and Inspection:

1. General:
a. All materials and work shall be subject to inspection at the batch plant, and at the building site. Material or
workmanship not complying fully with the drawings,
and/or specifications will be rejected.
b.If the Owner’s agent, through oversight or otherwise, has accepted material or work which is defective or contrary to specifications, this material or work, regardless of state of completion, may be rejected.

2. Owner: The Owner shall employ an independent testing laboratory as the Owner's agent to perform the sampling, testing, and inspections shown on the contract drawings, and submit certified test results.

3. Contractor:
a. The Contractor shall cooperate with and notify Owner's

DIVISION 03 - CONCRETE
4 agent at least 24 hours in advance of inspection required and shall provide samples and facilities for inspection without extra charge.
b. The Contractor shall hire a professional testing laboratory to provide concrete mix designs for each type of
concrete on the job. Each mix design shall be verified by trial batch tests or laboratory test reports and certified to by a principal of the laboratory who is a registered Civil Engineer in the State of California and submitted to the Architect for review. Laboratory test reports, in order to be acceptable, must indicate that not less that 90
percent of at least 20 consecutive 28-day tests exceed
the specified strength, and none of said tests are less than 95 percent of specified strength.

1.5 SUBMITTAL
A. General Requirements:

1. Submittals shall be made to Architect in accordance with the requirements of Division 1, General Requirements of these specifications.

2. Construction and fabrications or mixing of materials shall not begin until Contractor has received submittals reviewed by Architect governing all aspects of the intended work.

B. Mix Designs:

1. Mix designs shall be submitted for each class of concrete on the job and shall show names and brands of all materials,
proportions, slump, strength, gradation of coarse and fine aggregates, and location to be used on job.

2. Mix designs for concrete designated by compressive strength shall be proportioned on the basis of field experience or trial mixtures, as described in ACI 301.

3. Drying shrinkage data should be provided in the test histories or trial mixtures for suspended slabs and slabs on grade.

C. Concrete Placement Schedule: The Contractor shall submit a concrete placement schedule which shall show all proposed construction joint locations, limits of each placement sequence, order of placement and type of joint proposed at each joint location.

D. Product Data: Manufacturer's catalog sheets including instructions for use and description of application shall be provided on each of the following materials:

1. Epoxies

2. Grout

3. Admixtures

4. Curing Compounds

DIVISION 03 - CONCRETE
5 5. Chemical Hardener

6. Moisture Barriers

7. Waterstops
E. Samples: Submit samples of materials as specified and as otherwise required by Architect, including names, sources and descriptions.

F. Certificates of Compliance:

1. The Contractor shall provide Certificate of Compliance for each type of aggregate, cement and admixture to be used in each class of concrete or a Certificate of Compliance for each class of concrete.

2. Certificates of Compliance shall include the name, source, and description of all materials used in each class of concrete and shall be signed by the concrete supplier certifying that each material item complies with, or exceeds the specified
requirements. Certificates of Compliance shall be furnished 60 days in advance of any concrete pours.

3. When Certificates of Compliance cannot be provided, the Contractor shall hire a professional testing laboratory to verify compliance of each type of material to be used in each Class of Concrete. The cost of testing shall be paid for by the Contractor.

G. Laboratory Test Reports:

1. Laboratory test reports shall show the name of testing agency, date of testing, types of tests performed and shall be signed by a principal of the testing agency who is a registered Civil Engineer in the State of California. Laboratory tests shall not be older than eight (8) months and shall certify that the tested materials meet the specified standards.

2. Laboratory test reports for concrete mix designs shall clearly identify each material or mix number of each mix tested to verify the correlation between the tested mix designs and the proposed mix designs.

3. When required by other portions of these specifications, laboratory test reports shall be submitted for each material to be used in each class of concrete, or for each mix design and shall show compliance with appropriate ASTM Standards and these specifications.

H. Weight and Batch Tags:

1. Weight and batch tags will be supplied to the engineer upon request.

1.6 SEQUENCING AND SCHEDULING
A. Obtain information and instructions from other trades and suppliers in

DIVISION 03 - CONCRETE
6 ample time to schedule and coordinate the installation of items furnished by them to be embedded in concrete so provision for their work can be made without delaying the project.

B. Do any cutting and patching made necessary by failure or delay in complying with these requirements, at no cost to Owner.

PART 2 - PRODUCTS

2.1 CEMENTITIOUS MATERIALS
A. Portland Cement

1. Portland cement shall conform to ASTM C150 for Type II cement.

Use a single, approved standard brand throughout work.

B. Fly Ash

1. Fly ash shall conform to ASTM C618 for Class F fly ash.

C. Ground Granulated Blast Furnace Slag

1. Slag shall conform to ASTM C989, Grade 100 or 120.

2.2 CONCRETE AGGREGATES
A. Aggregates for hardrock concrete shall conform to ASTM C33.

B. Aggregates for light-weight concrete shall conform to ASTM C330.

C. Fine Aggregate: Use washed natural sand of hard, strong particles and not more than 1% of deleterious materials. Not more than 2.5% shall pass the No. 200 sieve. Fineness modulus - 2.65 to 3.05.

D. Coarse Aggregate: Use clean, sound-washed gravel or crushed rock.

Not more than 1% deleterious material or 5% flat, thin, elongated or laminated material allowed. Cleanness value shall not be less than 75 when tested in accordance with California Test 227.

2.3 WATER
A. Mixing Water for concrete shall be clean and free from deleterious amounts of acids, alkalis or organic materials.

2.4 NONSHRINK GROUT
A. Nonshrink grout shall be pre-mixed, high strength, flowable grout which does not shrink as it cures. Nonshrink grout shall attain a minimum compressive strength of 5000 psi at 7 days. Subject to compliance with requirements provide one of the following:

1. Metallic
a. Embeco 636; BASF.

DIVISION 03 - CONCRETE
7 b. Sikagrout 212; Sika Chemical Company.
c. Burke Metallic Spec Grout; Dayton Superior Corporation.

2. Non-Metallic
a. Masterflow 928; BASF.
b. Sonogrout 10K; BASF.
c. Sure-Grip Grout; Dayton Superior Corporation.

2.5 CURING PRODUCTS
A. Liquid membrane curing compounds: Liquid membrane curing compounds shall conform to the requirements of ASTM C309.

B. Waterproofing Paper: Waterproofing paper for curing concrete shall conform to the requirements of ASTM C171.

2.6 AIR-ENTRAINING ADMIXTURE
A. Air-entraining admixtures shall conform to the requirements of ASTM C260. Subject to that compliance, provide one of the following:

1. Sika Aer; Sika Corporation.

2. MB-VR or MB-AE; BASF.

3. Dorex AEA; W.R. Grace.

2.7 WATER-REDUCING ADMIXTURE
A. Water-reducing admixtures shall conform to the requirements of ASTM C494, Type A, and contain not more than 0.1% chloride ions. Subject to compliance with requirements, provide one of the following:

1. Eucon WR-75; Euclid Chemical Company.

2. MasterPozzolith 322; BASF.

3. Plastocrete 160; Sika Chemical Corporation.

2.8 HIGH-RANGE WATER-REDUCING ADMIXTURE (SUPER PLASTICIZER) A. Super Plasticizer shall conform to the requirements of ASTM C494, Type F or Type G and contain not more than 0.1% chloride ions. Subject to compliance with requirements, provide one of the following:

1. ADVA 190; W.R. Grace.

2. Sikament; Sika Chemical Corporation.

3. Pozzolith 400; BASF.

2.9 WATER-REDUCING, RETARDING ADMIXTURE
A. Water-reducing, retarding admixtures shall conform to the requirements of ASTM C494, Type D, and contain not more than 0.1% chloride ions.

Subject to compliance with requirements, provide one of the following:

1. Pozzolith 300-R; BASF.

2. Daratard; W.R. Grace.

3. Plastiment; Sika Chemical Corporation.

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8 2.10 WATERSTOPS
A. General: Provide flat, dumbbell type or centerbulb type waterstops at construction joints and other joints as indicated. Size to suit joints.

B. Rubber Waterstops: Rubber Waterstops shall conform to the requirements of Corps of Engineers CRD-C513. Subject to compliance with requirements, provide one of the following:

1. Dayton Superior Corporation

2. Progress Unlimited

3. Williams Products

2.11 CONCRETE
A. Concrete Mix Requirements: See plans for concrete mix design requirements and specifications.

B. Slumps noted on the plans are for concrete without admixtures to be consolidated using vibration. Formwork constraints, congestion of rebar, and pumping of concrete may require increased slump beyond the slump listed on the plans. The contractor shall adjust the slump up to 8” max using admixtures as necessary to provide workability and consistency to permit concrete to be worked readily into forms and around reinforcement under conditions of placement to be employed without segregation or excessive bleeding. All admixtures shall be noted in the submitted mix design and are subject to the Engineer’s review.

Slump shall not exceed 3" for any concrete placement where top of surface slopes more than 2%.

C. At Contractor's option, an air entraining agent conforming to the latest revision of ASTM Specification C260 may be added to the concrete to provide entrained air. Air-entraining shall not exceed 3% ± 1.5% without the approval of the engineer.

D. Drying Shrinkage: The average “Drying Shrinkage”of the concrete after 21 days of drying shall not exceed 0.040 in suspended slabs and 0.048 percent for slabs on grade.

2.12 CONTROL JOINTS
A. Control joints shall be sawcut using SOFF-CUT International or equal.

2.13 UNDERSLAB VAPOR BARRIER/RETARDER
A. Vapor barrier/retarder membrane including installation accessories, for installation under concrete slabs-on-grade for floors of interior spaces as follows:

DIVISION 03 - CONCRETE
9 1. Minimum 15-mil-thick polyolefin geomembrane for superior barrier performance and for tear strength and puncture resistance, manufactured from ISO certified virgin resins.

2. Acceptable Manufacturers:
a. Stego Wrap (15-mil) Vapor Barrier as manufactured by Stego Industries LLC, San Juan Capistrano, CA, 949-493-5460,
website: www.stegoindustries.com .
b. Ecosheild-E15 (15-mil) Vapor Barrier as manufactured by Epro, Derby, KS.
c. Griffolyn Vaporguard as manufactured by Reef Industries, Houston, TX.

3. Physical Properties:
a. Tensile Strength: ASTM E-175, minimum 45.0-lbf/in.
b. Water Vapor Barrier: ASTM E-1745, meets or exceeds Class B. c. Water transmission Rate: ASTM E-96, 0.006-gr/ft
2/hr or lower.
d. Permeance Rating: ASTM E-96, 0.01-gr/ft
2/hr or lower.
e. Puncture Resistance: ASTM E-1745, minimum 1970 grams.

4. Installation Accessories:
a. Seam Tape and Vapor Proofing Mastic: Water Vapor
Transmission Rate shall be 0.3-perms or lower per ASTM E

96. b. Pipe Boots: Construct pipe boots from vapor barrier material, pressure sensitive tape and/or mastic per
manufacturer’s instructions.
c. Vapor Stakes: Provide Density of 0.0289-lb/in
3 per ASTM D
1505: and Specific Gravity of 0.0477 per ASTM D 792.

B. Vapor barrier/retarder membrane shall be installed in accordance with manufacturer’s printed instructions and ASTM E 1643-04. The following shall serve as a general outline for preparation and installation:

1. Preparation: Ensure that subsoil is approved by architect or geotechnical firm. Level and tamp or roll aggregate, sand or tamped earth base as applicable.

2. Schedule preconstruction meeting/conference at the site with field representative of the vapor barrier/retarder membrane prior to installation. Provide minimum one week notice to
manufacturer’s representative and the Architect.

3. Unroll vapor barrier/retarder with the longest dimension parallel with the direction of the pour. Lap vapor barrier/retarder over footings and seal to foundation walls. Seal to interior/perimeter footings using specified mastic. Overlap joints 6 inches and seal with manufacturer’s seam tape.

4. Seal all penetrations (including pipes) per manufacturer’s instructions, and as follows:
a. Seal single pipe penetrations using pipe boot constructed from the product:

DIVISION 03 - CONCRETE
10 1) Cut a piece of vapor barrier membrane; minimum 12- inches wide and length of 1-1/2 times the circumference of the pipe.
2) Cut slits half the width of the film using scissors. 3) Wrap boot around pipe; tape onto pipe and completely tape the base to the vapor barrier/retarder membrane.

5. Multiple pipe penetrations in close proximity and very small pipes may be sealed using specified vapor proofing mastic.
a. Cut out a small area around pipes.
b. Cut a patch of vapor barrier/retarder membrane extending at least 6 inches past the cut-out portion in all directions. c.Cut X’s or small circles in the patch and install over pipes. d. Overlap at least 6 inches and tape.
e. Build up 40-60 mils of mastic, or as needed to completely fill all voids between the pipe and the vapor barrier/retarder
membrane.

6. No penetration of the vapor barrier/retarder membrane is allowed except for reinforcing steel and permanent utilities.

7. In the case that forms must be used vapor stakes should be used to hold forms in place:
a. Penetrate plastic with stake.
b. Treat stake as pipe penetrations(See above, 3.a. - 3.e.). c. Leave stakes permanently in concrete.
d. Using a power saw, cut the stake off above the seal, but below the surface of the finished concrete.
e. The lower portion of the vapor stake remains in place, permanently plugging the penetration.

8. Repair damaged areas by cutting patches of vapor
barrier/retarder membrane, overlapping damaged area 6-
inches and taping all four sides with tape.

PART 3 - EXECUTION

3.1 GENERAL REQUIREMENTS
A. Produce concrete of required consistency and strength to present appearance satisfactory to Architect.

B. Use only one brand of cement unless otherwise authorized by Architect.

C. Embedded Items: Place all pipe sleeves, inserts, anchors bolts, angle frames, ties and other embedded items required for adjoining work or for its support prior to concreting. Embedded items shall be positioned accurately and supported against displacement. Voids in sleeves, inserts and anchor bolt slots shall be filled temporarily with a readily removable material to prevent entry of concrete into the voids.

D. Store materials delivered to the job and protect from foreign matter and

DIVISION 03 - CONCRETE
11 exposure to any elements which would reduce the properties of the material.

E. When concrete is cast against existing concrete the surface shall be cleaned and roughened by sandblasting, grinding, bush hammering or other suitable means. Wet the surface until it is damp, but without visible free water.

3.2 EXISTING CONCRETE SURFACE PREPARATION
A. Where concrete is to be cast against existing concrete, prepare the surface of existing concrete as follows, unless noted otherwise:

1. Chip or scarify surface as required to remove all spalled, severely cracked, deteriorated, loose or unsound material.

2. Chip or scarify any area as required to remove offsets which would cause an abrupt change in thickness of the new
concrete. Taper edges to leave no square shoulders at the perimeter of a cavity.

3. Sand-blast or water-blast all surfaces to receive new concrete to remove all dirt, paint, grease, fractured concrete, oil, or other substances that could interfere with the bond of the newly placed concrete. Clean forms and reinforcing of drippings.

Clear away debris by compressed air.

4. Wet the surface until it is damp, but without visible free water.

B.Where noted on the drawings to ‘intentionally roughen’ surface, prepare the surface of existing concrete as follows:

1. Chip or scarify surface as required to remove all spalled, severely cracked, deteriorated, loose or unsound material.

2. Chip or scarify any area as required to remove offsets which would cause an abrupt change in thickness of the new
concrete. Taper edges to leave no square shoulders at the perimeter of a cavity.

3. Sand-blast using coarse sand or water-blast to clean and roughen to 1/4" amplitude all surfaces to receive new concrete, exposing coarse aggregate solidly embedded in mortar matrix.

Clean forms and reinforcing of drippings. Clear away debris by compressed air.

4. Wet the surface until it is damp, but without visible free water.

3.3 MIXING
A. Use ready-mixing concrete complying with ASTM C94 and with the requirements of Contract Documents. Mix for a period of not less than ten (10) minutes; at least three (3) minutes of mixing period shall be immediately prior to discharging at the job.

B. Introduction of additional water after initial mixing not permitted.

DIVISION 03 - CONCRETE
12 3.4 WEATHER REQUIREMENTS
A. Do not mix or place when atmospheric temperature is below 40 degrees F. or when conditions indicate temperature will fall below 40 degrees within 72 hours. Reinforcement, forms, and ground which concrete will contact shall be completely free of frost. Keep concrete and formwork at a temperature not less than 50 degrees F. for not less than 72 hours after pouring.

B. When temperature is above 80 degrees F. Contractor shall take precautions to ensure that rebar temperature does not exceed ambient temperature.

C. Temperature of concrete at time of placing shall not be less than 50 degrees F. and not more than 85 degrees F.

3.5 CONVEYING AND PLACING
A. All concrete shall be mixed and delivered in accordance with the requirements of ASTM C94. All concrete shall be placed, finished and cured and all other pertinent construction practices shall be in accordance with the requirements of ACI 301.

B.It is the contractor’s responsibility to provide a concrete mix suitable for the job site conditions. Workability and pumpability may be increased by methods noted in Section 2.11.

C. Notify Architect at least 48 hours before placing any concrete.

D. Before placing, clean mixing and conveying equipment, clean forms and space to be occupied by concrete and wet forms. Remove ground water until completion of work.

E. Place no concrete in any unit of work until all formwork has been completely constructed, all reinforcements secured in place, all items to be built into concrete are in place, and form ties at constructions joints tightened.

F. Concrete shall be placed so that a uniform appearance of surfaces will be obtained. The concrete will be free of all rock pockets, honeycombs and voids. Deposit as nearly as practical in its final position.

G. The subgrade must be moist when the concrete is placed for floor slab to prevent excessive loss of water from the concrete mix.

H. Carry on concreting, once started, as a continuous operation until the section of approved size and shape is completed. Make pour cut-offs of approved detail and location.

DIVISION 03 - CONCRETE
13 I. Handle concrete as rapidly as practicable from mixer to place of deposit by methods which prevent separation or loss of ingredients.

Deposit as nearly as practicable in final position to avoid rehandling or flowing. Do not drop concrete freely where reinforcing bars will cause segregation, nor drop freely more than four feet. Deposit to maintain a plastic surface approximately horizontal. In walls, deposit in horizontal layers not over eighteen inches deep. In pouring columns, walls or thin sections of considerable heights, use openings in forms, elephant trunks, tremies or other approved devices which permit concrete to be placed without segregation or accumulation of hardened concrete on forms or metal reinforcement above the level of the concrete. Install so concrete will be dropped vertically.

J. Concrete that has partially hardened shall not be deposited in the work.

K. All concrete floors except sloping to drains shall be brought to a level not exceeding one-eighth inch (1/8") in a 10'-0" measured with a straight edge.

L. Vibrating: Employ as many vibrators and tampers as necessary to secure the desired results. Minimum: one per each 20 cubic yards of concrete placed per hour. Eliminate the following practices: Pushing of concrete with vibrator; external vibration of forms; allowing vibrator to vibrate against reinforcing steel where steel projects into green concrete; allowing vibrator to vibrate contact faces of forms. Vibrators shall function at a minimum frequency of 3600 cycles per minute when submerged in concrete. Supplement vibration by forking and spading along the surfaces of the forms and between reinforcing whenever flow is restricted.

M. Tremie Concrete: Tremie concrete is a special procedure for placing concrete underwater. Tremie concrete shall be placed by pump or a gravity feed pipe. If a gravity feed pipe is used it shall be 8" minimum diameter and shall be affixed with a shutoff device at the bottom that will allow filling of the pipe with concrete without allowing water to enter. The trunk of the pump or gravity pipe shall be placed at the bottom of caisson prior to placing any concrete. The pump trunk or gravity pipe shall be removed slowly as the caisson is filled insuring that the end of pump trunk or gravity pipe is embedded in concrete a minimum of 1 foot.

3.6 CURING
A. General: Freshly deposited concrete shall be protected from premature drying and excessively hot or cold temperatures and shall be maintained with minimum moisture loss at a relatively constant temperature for the period of time necessary for the hydration of the cement and proper hardening of the concrete.

DIVISION 03 - CONCRETE
14 B. Initial Curing:

1. Initial curing shall immediately follow the finishing operation.

Concrete shall be kept continuously moist at least overnight.

One of the following material or methods shall be used:

Ponding or continuous sprinkling; absorptive mat or fabric kept continuously wet.

2. Curing compounds conforming to ASTM C309. Such
compounds shall be applied in accordance with the
recommendations of the manufacturer and shall not be used on any surface against which additional concrete or other
cementitious finishing materials are to be bonded, where epoxy flooring is called for, where concrete topping is to receive waterproofing membrane, nor on surfaces where such curing is prohibited by the project specifications.

C. Final Curing:

1. Immediately following the initial curing and before the concrete has dried, additional curing shall be accomplished by one of the following materials or methods:
a. Continuing the method used in initial curing.
b. Waterproofing paper conforming to the requirements of ASTM C171.
c. Other moisture-retaining coverings as approved.

D. Duration of Curing: The final curing shall continue until the cumulative number of days or fractions thereof, not necessarily consecutive, during which temperature of the air in contact with the concrete is above 50 degrees F. has totaled seven days. If high-early-strength concrete has been used, the final curing shall continue for a total of three days.

Rapid drying at the end of the curing period shall be prevented.

E. Formed Surfaces: Steel forms heated by the sun and all wood forms in contact with the concrete during the final curing period shall be kept wet. If forms are to be removed during the final curing period, one of the above curing materials or methods shall be employed immediately.

Such curing shall be continued for the remainder to the curing period.

F. Architecturally Exposed Slabs: Architecturally exposed slabs shall be cured by moisture-retaining cover curing. Thoroughly wet the surface of the concrete and then cover with moisture-retaining cover, placed in widest practical width, with edges lapped at least 12 inches and extended 18 inches beyond the area of concrete to be cured, and seal with waterproofing tape. Maintain a film of water under the cover through the curing period by rolling back and rewetting. Immediately repair any holes or tears that occur using cover material and waterproof tape. Start moisture-retaining cover curing as soon as free water has disappeared from concrete surface following finishing. Curing shall be maintained for 7 days.

DIVISION 03 - CONCRETE
15 3.7 CONCRETE FINISHES
A. Finishes:

Element: Finish
Exposed foundation surfaces Rough troweled
finish
Permanently exposed formed surfaces Grout cleaned and
sacked
Slabs Smooth troweled
finish
B. Grout Cleaned Finish: After the concrete still freshly hardened has been pre-dampened, a slurry consisting of one part cement and one and one-haft parts sand passing the No. 16 sieve, by damp loose volume, shall be spread over the surface with clean burlap pads or sponge rubber floats. Any surplus shall be removed by scraping and then rubbing with clean burlap. The finish shall be cured in an approved manner. Sample to be approved by Architect.

C. Troweled Finish: Where a troweled finish is specified, the surface shall be finished first with power floats, then with power trowels, and finally with hand trowels. The first troweling after power floating shall be done by a power trowel and shall produce a smooth surface which is relatively free of defects but which may still contain some trowel marks. Additional troweling shall be done by hand after the surface has hardened sufficiently. The final troweling shall be done when a ringing sound is produced as the trowel is moved over the surface. The surface shall be free of any trowel marks, uniform in texture and appearance.

D. Broom or Belt Finish: Slabs shall be given a coarse traverse scored texture by drawing a broom or burlap belt across the surface. Slabs with less than 6% slope shall receive a medium broom finish. Slabs with greater than 6% slope shall receive a heavy broom finish. This operation shall follow immediately after troweling.

3.8 PROTECTION
A. Protect from injurious action of elements and defacement of any nature during operations.

3.9 CONSTRUCTION JOINTS
A. Location and details of construction joints shall be as indicated on drawings, specified, or as approved by the Architect. Locate so as not to impair the strength of the structure. Submit drawings with

DIVISION 03 - CONCRETE
16 construction joints clearly defined, and schedule of pouring operations for approval in accordance with Part 1.5 "Submittals" of this specification section, prior to starting concreting.

B. Sandblast all construction joints using coarse sand or waterblast to clean and roughen entire surface of joint, exposing coarse aggregate solidly embedded in mortar matrix. Clean forms and reinforcing of drippings.

Clear away debris by compressed air.

3.10 CONTROL JOINTS
A. Provide as indicated on the drawings.

3.11 PATCHING AND CLEANING
A. After forms are removed, remove projecting fins, bottles, form ties, nails, etc. not necessary for the work or cut back one inch from the surface.

Joint marks and fins in exposed work shall be smoothed off and cleaned as directed by the Architect.

B. Repair defects in concrete work as directed by the Engineer. Chip voids and stone pockets to a depth of one inch or more as required to remove all loose material. Voids, surface irregularities, chipped areas, etc., shall be filled by patching, gunite or rubbing, as directed by the Architect. Repaired surfaces shall duplicate appearance of unpatched work.

C. Clean exposed concrete surfaces and adjoining work stained by leakage of concrete to approval of Architect.

3.12 CLEANUP
A. In addition to the requirements of Supplementary General Conditions, clean up all concrete and cement work on completion of this portion of the work, except protective coatings or building papers shall remain until floors have completely cured or until interior partitions are to be installed.

3.13 GROUTING
A. Column base plates: The grout shall be mixed and placed in strict accordance with manufacturer's instructions. Care shall be taken in the grouting to ensure that there are no voids or air pockets, and that there is full bearing between the base plates and the grout.

B. Bearing plates and channels: The space between plates and channels bearing against masonry or concrete shall be filled with grout when required by the Engineer. The grout shall be mixed and placed in strict accordance with manufacturer's instructions. Care shall be taken in the

DIVISION 03 - CONCRETE
17 grouting to ensure that there are no voids or air pockets, and that there is full bearing between the bearing plates and channels and the grout.

3.14 DEFECTIVE WORK
A. General: Work considered to be defective may be ordered by the Architect to be replaced in which case the Contractor shall remove the defective work at his expense. Work considered to be defective shall include, but not be limited to, the following:

1. Concrete in which defective or inadequate reinforcing steel has been placed.

2. Concrete in incorrectly formed, or not conforming to details and dimensions on the drawings or with the intent of these
documents, or concrete the surfaces of which are out of plumb or level.

3. Concrete below specified strength.

4. Concrete not meeting the maximum allowable drying shrinkage requirements.

5. Concrete containing wood, cloth, or other foreign matter, rock pockets, voids, honeycombs, cracks or cold joints not scheduled or indicated on the drawings.

3.15 CORRECTION OF DEFECTIVE WORK
A. The Contractor shall, at his expense, make all such corrections and alleviation measures as directed by the Architect.

B. Concrete work containing rock pockets, voids, honeycombs, cracks or cold joints not scheduled or indicated on the drawings, shall be chipped out until all unconsolidated material is removed.

C. Secure approval of chipped-out areas before patching. Patch per ACI 301, or as ordered by the Architect.

3.16 FIELD QUALITY CONTROL
A. Inspections: The Owner's agent will perform inspections shown on the contract drawings.

B. Engineer Review: The Engineer shall inspect the surfaces between plates and channels, bearing on masonry and concrete to determine if grouting of space is necessary. If grouting of space is necessary, the Owner's agent shall inspect the grouting procedure.

C. Sampling and Testing: The Owner's agent will perform sampling and testing shown on the contract drawings.

D. Test Results: Test results shall be reported in writing to Engineer and Contractor within 7 days after tests are made. Test results of less than .6

DIVISION 03 - CONCRETE
18 fc' at 7 days and less than fc' at 28 days shall be reported in writing to the Engineer and Contractor within 48 hours after tests are made.

Reports of compressive strength tests shall contain the project identification name and number, date of concrete placement, name of concrete testing services, concrete type and class, location of concrete batch in structure, design compressive strength at 28 days, concrete mix proportions and materials; compressive breaking strength and type of break for both 7-day tests and 28-day tests. Strength level of concrete will be considered satisfactory if the averages of sets of three consecutive strength test results equal or exceed specified compressive strength, and no individual strength test result falls below the specified compressive strength by more than 500 psi. Concrete batch plant weight tags shall be collected at the site and submitted to the Engineer.

When the strength of field-cured cylinders is less than 85% of companion laboratory-cured cylinders, evaluate current operations and provide corrective procedures for protecting and curing in-place concrete.

E. Additional Tests: The Owner's agent will make additional tests of in- place concrete when test results indicate specified concrete strengths and other characteristics have not been attained in the structure, as directed by Engineer. Owner's agent may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C42, or by other methods as directed. Contractor shall pay for such tests conducted, other additional testing as may be required, and cost of repairing areas of structure tested when unacceptable concrete is verified.

END OF SECTION

DIVISION 03 - CONCRETE
1 SECTION 03 7011 - POST INSTALLED ANCHORS
PART 1 - GENERAL

1.1 APPLICABLE SECTIONS
A. The requirements/provisions of the General and Supplementary Conditions and Division 1 Specification Section shall apply to this section.

1.2 DESCRIPTION OF WORK
A. The work included under this section consists of furnishing all material, supplies, equipment, tools, transportation, and facilities, and performing all labor and services necessary for, required in connection with or properly incidental to furnishing and installing dowels in existing concrete, and masonry as described in this section of the specifications, shown on the accompanying drawings, or reasonably implied therefrom, except as hereinafter specifically excluded.

B. Work Included:

1. Installation of adhesive anchors in existing concrete and masonry.

2. Installation of expansion anchors in existing concrete and masonry.

3. Installation of threaded anchors in existing concrete and masonry.

C. Related Work Specified Elsewhere:

1. Reinforcing Steel; Section 03 20 00

2. Cast-in-Place Concrete; Section 03 30 00

3. Concrete Unit Masonry; Section 04 22 00

1.3 QUALITY ASSURANCE
A. Codes and Standards: Comply with all Federal, State and local codes and safety regulations. In addition, comply with the provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified:

1. ACI 318, "Building Code Requirements of Reinforced Concrete", current edition.

2. California Building Code, current edition.

B. Testing and Inspection: The Owner shall employ an independent testing laboratory as the Owner's agent to perform the inspections and tests, shown on the contract drawings and submit certified test results. The Contractor will cooperate with and notify the Owner's Agent at least 24 hours in advance of inspections required.

DIVISION 03 - CONCRETE
2 1.4 SUBMITTALS
A. General Requirements:

1. Submittals shall be made to the Architect in accordance with the requirements of Division 1, General Requirements of these specifications.

2. Construction and fabrication shall not begin until Contractor has received submittals reviewed by Architect governing all aspects of the intended work.

B. Product Data: Manufacturer's catalog sheets including instruction for use and description of application shall be provided on each of the following materials:

1. Adhesive Anchors - In addition to Manufacturer's catalog sheets the Contractor shall provide a written description of where each adhesive material will be used for each different application and an explanation of why the particular material was selected.

2. Expansion Anchors - In addition to Manufacturer's catalog sheets the Contractor shall provide a written description of where each anchor will be used for each different application and an explanation of why the particular material was selected.

3. Threaded Anchors - In addition to Manufacturer's catalog sheets the Contractor shall provide a written description of where each anchor will be used for each different application and an explanation of why the particular material was selected.

PART 2 - PRODUCTS

2.1 ADHESIVE ANCHORING SYSTEMS FOR CONCRETE
A. Adhesive anchoring systems shall have current ICC or IAPMO reports for shear and tension in cracked concrete per the requirements of the California Building Code. Adhesive anchors shall be used in strict accordance with manufacturer's recommendations. Subject to compliance with requirements provide one of the following:

1. HIT-RE 500 V3; Hilti [ICC ESR 3814].

2. HIT HY 200; Hilti [ICC ESR 3187].

3. SET-XP; Simpson Strong Tie [ICC ESR 2508].

4. AT-XP; Simpson Strong Tie [IAPMO UES ER 263].

5. PURE 110+; DeWalt\Powers Fasteners [ICC ESR 3298].

6. AC100+ GOLD; DeWalt\Powers Fasteners [ICC ESR 2582].

7. Approved Equal.

2.2 ADHESIVE ANCHORING SYSTEMS FOR GROUTED CONCRETE BLOCK A. Adhesive anchoring systems shall have current ICC or IAPMO reports for shear and tension in grouted concrete block per the requirements of the California Building Code. Adhesive anchors shall be used in strict

DIVISION 03 - CONCRETE
3 accordance with manufacturer's recommendations. Subject to compliance with requirements provide one of the following:

1. HIT HY 70; Hilti [ICC ESR 2682].

2. SET-XP; Simpson Strong Tie [IAPMO UES ER 265].

3. AT-XP; Simpson Strong Tie [IAPMO UES ER 281].

4. AC100+ Gold, DeWalt\Powers Fasteners [ICC ESR 3200]

5. Approved Equal.

2.3 ADHESIVE ANCHORING SYSTEMS FOR UNREINFORCED MASONRY A. Adhesive anchoring systems shall have current ICC or IAPMO reports for shear and tension in unreinforced masonry per the requirements of the California Building Code. Adhesive anchors shall be used in strict accordance with manufacturer's recommendations. Subject to compliance with requirements provide one of the following:

1. HIT HY 70; Hilti [ICC ER 3342].

2. SET; Simpson Strong Tie [ICC ER 1772].

3. Approved Equal.

2.4 EXPANSION ANCHORING SYSTEMS FOR CONCRETE
A. Expansion anchoring systems shall have current ICC or IAPMO reports for shear and tension in cracked concrete per the requirements of the California Building Code. Expansion anchors shall be used in strict accordance with manufacturer's recommendations. Subject to compliance with requirements provide one of the following:

1. Kwik Bolt TZ; Hilti [ICC ESR 1917].

2. Strong Bolt 2 Wedge Anchors; Simpson Strong Tie [ICC ESR 3037].

3. Power-Stud+ SD2; DeWalt\Powers Fasteners [ICC ESR 2502].

4. Approved equal.

2.5 EXPANSION ANCHORING SYSTEMS FOR GROUTED CONCRETE BLOCK A. Expansion anchoring systems shall have current ICC or IAPMO reports for shear and tension in grouted concrete block per the requirements of the California Building Code. Expansion anchors shall be used in strict accordance with manufacturer's recommendations. Subject to compliance with requirements provide one of the following:

1. Kwik Bolt 3; Hilti [ICC ESR 1385].

2. Wedge All Anchors; Simpson Strong Tie [ICC ESR 1396].

3. Power-Stud+ SD1; DeWalt\Powers Fasteners [ICC ESR 2966].

4. Approved equal.

2.6 THREADED ANCHORING SYSTEMS FOR CONCRETE & GROUTED

CONCRETE BLOCK
A. Threaded anchoring systems shall have current ICC or IAPMO reports for shear and tension in cracked concrete and grouted concrete block per

DIVISION 03 - CONCRETE
4 the requirements of the California Building Code. Threaded anchors shall be used in strict accordance with manufacturer's
recommendations. Subject to compliance with requirements provide one of the following:

1. Kwik HUS-EZ; Hilti [ICC ESR 3027].

2. Titen HD; Simpson Strong Tie [ICC ESR 2713].

3. Titen Concrete & Masonry Screw; Simpson Strong Tie.

4. Screwbolt+; DeWalt\Powers Fasteners [ICC ESR 3889-Concrete].

5. Approved equal.

PART 3 - EXECUTION

3.1 INSTALLATION
A. Installation of post installed anchors, including drilling and cleaning of holes, shall be in accordance with the current ICC or IAPMO report and the manufacturer’s recommendations.

B. Holes shall be drilled by methods that will not shatter or damage the concrete adjacent to the holes. Holes drilled through members or into thin elements such as walls or slabs shall utilize rotary drills to avoid impact damage to the opposite side of the member.

C. Holes in which longitudinal or transverse reinforcement is encountered during drilling before the specified depth is attained shall be rejected. A new hole, which does not strike reinforcement, shall be drilled adjacent to the rejected hole to the depth shown on the plans. Abandoned holes shall be patched with high strength grout or other material approved by the engineer.

D. The contractor shall use non-destructive methods to locate existing reinforcement prior to drilling where designated on the plans at no additional cost.

E. Any dowels which fail to bond or are damaged before new concrete is placed shall be removed and replaced at the contractor’s expense.

F. Adhesive anchors shall be installed in concrete having a minimum age of 21 days at the time of anchor installation.

G. Installation of adhesive anchors that are to be under sustained tension loading in horizontal to vertically overhead orientation shall be done by a certified adhesive installer (AAI) as certified through ACI and in accordance with ACI 318 section D.9.2.2. Proof of current certification shall be submitted to the Engineer for approval prior to the commencement of installation.

DIVISION 03 - CONCRETE
5 3.2 FIELD QUALITY CONTROL
A. Testing and Inspections: The Owner's Agent will perform the inspections shown on the contract drawings for the placement of post installed anchors.

B. Test Results: Test results shall be reported in writing to the Architect and Contractor on a weekly basis, but no later than 5 working days after the end of the week in which the tests were performed.

C. Additional Tests: Additional testing required due to failure of post installed anchors to achieve the specified requirements shall be performed by the Owner's Agent at the Contractor's expense.

END OF SECTION

DIVISION 04 - MASONRY
1 SECTION 04 2200 - CONCRETE MASONRY UNIT
PART 1 - GENERAL

1.1 GENERAL
A. The requirements/provisions of the General and Supplementary Conditions and Division 1 Specification Section shall apply to this section.

1.2 DESCRIPTION OF WORK
A. Summary: The work included under this section consists of furnishing all materials, supplies, equipments, tools, scaffolding, transportation and facilities and performing all labor and services necessary for or required in connection with or properly incidental to furnishing an installing all masonry construction as described in this section of the specifications, shown on the accompanying drawings, or reasonably implied there from except as hereinafter specifically excluded.

B. Work Included:

1. All masonry work shown on the drawing.

2. Masonry staining (as called for on the drawings).

3. Providing, fabricating and placing reinforcing steel for masonry work.

4. Placement of anchor bolts, assemblies, and embeds.

5. Grouting of plates and embeds.

C. Related Work Specified Elsewhere:

1. Cast-in-Place Concrete; Section 03 3000

2. Reinforcing Steel; Section 03 2000

1.3 REFERENCES
A. The following is a list of reference standards referred to in this portion of the specification:

1. ASTM C5, "Specification for Quicklime for Structural Purposes"

2. ASTM C90, "Specification of Hollow Load-Bearing Concrete Masonry Units"

3. ASTM C144, "Specification for Aggregate for Masonry Mortar"

4. ASTM C150, "Specification for Portland Cement"

5. ASTM C207, "Specification for Hydrated Lime for Masonry Purposes"

6. ASTM C404, "Specification for Aggregates for Masonry Grout"

7. ASTM C270, "Specification for Mortar for Unit Masonry"

8. ASTM C476, "Specification for Grout for Masonry"

9.ASTM C979, “Specification for Pigments for Integrally Colored Concrete”

DIVISION 04 - MASONRY
2 1.4 QUALITY ASSURANCE
A. Codes and Standards: Comply with all Federal, State and Local Codes and Safety Regulations. In addition, comply with the provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified:

1. California Building Code, current governing edition.

2. ACI 530.1 "Specification for Masonry Structures", current governing edition.

B. Certificates of Compliance: The Contractor shall provide Certificates of Compliance for concrete masonry units and grout materials in accordance with the requirements of Part 1.5, "Submittals" of these specifications.

C. Testing and Inspection:

1. Owner: The Owner shall employ an independent testing laboratory or the engineer as the Owner's agent to perform the inspections and tests shown on the contract drawings, and submit certified test results. The contractor will cooperate with and notify owner's agent at least 48 hours in advance of inspections required.

2. Contractor.
a. The Contractor shall hire a professional testing laboratory to provide a grout mix design. The mix design shall be verified by test and certified to by a principal of the laboratory who is a registered Civil Engineer in the State of California and submitted to the Engineer for review.

3. Engineer
a. The Engineer shall review grout mix design prepared by testing laboratory.

D. Mockups: Build mockups to set quality standard for materials and execution.

1. Build mockups for each type and pattern of exterior wall in sizes approximately 72 inches long by 48 inches high by full thickness, including accessories.
a. Include a sealant-filled joint.
b. Include special features and on corner angle.

2. Clean one-half of exposed faces of mockups with masonry cleaner as indicated.

3. Protect accepted mockups from the elements with weather- resistant membrane.

4. Approval of mockups is for color, texture, and blending of masonry units; relationship of mortar and sealant colors to masonry unit colors; tooling of joints; and aesthetic qualities of workmanship.
a. Approval of mockups does not constitute approval of

DIVISION 04 - MASONRY
3 deviations from the Contract Documents contained in
mockups unless such deviations are specifically
approved by Engineer in writing.

5. Approved mockups may become part of the completed Work.

1.5 SUBMITTALS
A. General Requirements:

1. Submittals shall be made to Architect in accordance with the requirements of Division 1, General Requirements of these specifications.

2. Construction and fabrications or mixing of materials shall not begin until contractor has received submittals reviewed by Architect/Engineer governing all aspects of the intended work.

B. Product Data: Manufacturer's catalog sheets including instruction for use and description of applications shall be provided for each type of product indicated.

C. Samples: Submit samples of each different unit masonry type specified for approval.

D. Certificates of Compliance:

1. The Contractor shall provide Certificates of Compliance for each type of aggregate, cement and admixture to be used in grout. Contractor shall also provide certificates of compliance for each type of concrete unit masonry.

2. Certificates of Compliance shall be signed by manufacturer and Contractor, certifying that each material item complies with, or exceeds specified requirements. Material certificates shall include laboratory test reports showing compliance for the material proposed for use.

3. Where Certificates of Compliance cannot be provided, the Contractor shall hire a professional testing laboratory to verify compliance of each type of material proposed for use. The cost of testing shall be paid for by the Contractor.

E. Laboratory Test Reports: Laboratory test reports shall show the name of testing agency, date of testing and shall be signed by an agent of the testing agency. Laboratory test shall not be older than eight (8) months.

Submit laboratory test reports for grout materials, concrete unit masonry and mix designs as specified.

F. Mix designs: Mix designs shall be submitted for each type of grout and each type of mortar. Mix designs shall show names and brands of all materials, proportions, slump, strength and location to be used on job.

G. Control joint layout plans: Plans shall be submitted for every floor

DIVISION 04 - MASONRY
4 showing specific control joint locations and details.

1.6 DELIVERY STORAGE AND HANDLING
A. Store masonry units on elevated platforms in a dry location. If units are not stored in an enclosed location, cover tops and sides of stacks with waterproof sheeting, securely tied. If units become wet, do not install until they are dry.

B. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp.

C. Store aggregates where grading and other required characteristics can be maintained and contamination avoided.

D. Deliver preblended, dry mortar mix in moisture-resistant containers designed for lifting and emptying into dispensing silo. Store preblended, dry mortar mix in delivery containers on elevated platforms, under cover, and in a dry location or in a metal dispensing silo with weatherproof cover.

E. Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil.

F. Take all means necessary to protect unit masonry before, during, and after installation, and to protect the installed work of other trades.

1.7 SEQUENCING AND SCHEDULING
A. Obtain information and instructions from other trades and suppliers in ample time to schedule and coordinate the installations of items furnished by them to be embedded in masonry work so provision for their work can be made without delaying the project.

B. Do any cutting and patching made necessary by failure or delay in complying with these requirements, at no cost to Owner.

C. Contractor shall provide 48 hours notice to Owner prior to any grout pour to allow Owner sufficient time to notify inspector.

1.8 PROJECT CONDITIONS
A. Protection of Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work.

Cover partially completed masonry when construction is not in progress.

1. Extend cover a minimum of 24 inches down both sides and hold cover securely in place.

DIVISION 04 - MASONRY
5 B. Stain Prevention: Prevent mortar and soil from staining the face of masonry to be left exposed or painted. Immediately remove mortar and soil that come in contact with such masonry.

1. Protect base of walls from rain-splashed mud and from mortar splatter by spreading coverings on ground and over wall surface.

2. Protect sills, ledges, and projections from mortar droppings.

3. Protect surfaces of window and door frames, as well as similar products with painted and integral finishes, from mortar droppings.

C. Cold-Weather Requirements:

1. Do not use frozen materials or materials mixed or coated with ice or frost.

2. Do not build on frozen substrates.

3. Remove and replace unit masonry damaged by frost or by freezing conditions.

4. Comply with cold-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602

5. Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40 deg F and above and will remain so until masonry has dried, but not less than 7 days after completing cleaning.

D. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
A. Acceptable Manufacturers:

1. Products name or identified by make or model number, or other designation and described below are base products. Base products establish the standards of type, function, dimension, in- service performance, physical properties, appearance,
warranty, cost, and other characteristics required by the Project.

2.If “No substitutions” is indicated next to the product name, provide only products of listed manufacturers.

3.Subject to the requirements of Division 01 Section “Product Requirements”, products of manufacturers not listed may be proposed for substitution, provided that they are comparable to the products specified.

DIVISION 04 - MASONRY
6 4. The burden of proof of equality of proposed products is on the Contractor.

B. Concrete Unit Masonry (CMU):

1. Angelus Block Company, Inc.; website: www.angelusblock.com .

2. Or approved equal.

2.2 PORTLAND CEMENT
A. Portland Cement shall conform to ASTM C150 for Type II cement. Use a single, approved standard brand throughout work.

2.3 WATER
A. All water used for mortar and grout shall be clean and free from deleterious amounts of acids, salts, alkali’s, and organic materials.

2.4 HYDRATED LIME
A. All hydrated lime shall conform to ASTM C207, Type S.

2.5 QUICKLIME
A. All quicklime shall conform to ASTM C5.

2.6 LIME PUTTY
A. All lime putty shall be made from hydrated lime or quicklime. If made from quicklime, other than pulverized (processed) quicklime, the lime shall be properly slaked and then screened through a sieve having not less than 16 meshes per linear inch.

B. After screening, and before using, the slaked lime shall be properly stored and protected for not less than 10 days. If made from pulverized (processed) quicklime, the lime shall be properly slaked for not less than 24 hours or until the lime putty has entirely cooled. All resulting lime putty shall weigh not less than 83 pounds per cubic foot.

2.7 AGGREGATES
A. Aggregate for mortar shall conform to ASTM C144 except that not less than 3% of the sand shall pass the number 100 sieve.

B. Aggregate for grout shall conform to ASTM C404, Table 1.

2.8 CONCRETE MASONRY UNITS
A. All concrete masonry units shall be hollow and suitable for bearing wall construction. All blocks shall be mediumweight concrete and shall

DIVISION 04 - MASONRY
7 conform to the requirements of ASTM C 90. Masonry units shall have cured for not less than 28 days when placed in the structure. Blocks shall be as manufactured by Basalite Concrete Products or approved equal of size and type specified below and as indicated on the drawings.

Other miscellaneous sizes may be required for construction but shall match these basis units in color and texture.

2.9 MORTAR MIX
A. Mortar shall conform to ASTM C270 Type S or M and shall develop a minimum compressive strength of 1900 psi at 28 days.

B. Mortar Pigments:

1. Natural and synthetic iron oxides and chromium oxides, non- fading, alkali and lime proof, compounded for use in mortar mixes and complying with ASTM C979. Use only pigments with a record of satisfactory performance in masonry mortar.

2. Color shall be selected by Architect from Tamms Palette or approved equal.

2.10 GROUT MIX
A. Grout shall be coarse grout and shall conform to ASTM C476 and shall have a minimum compressive strength of 2500 psi at 28 days. Slump shall be 8" to 10".

2.11 ADMIXTURES
A. Mortar Admixture: None without prior approval of Engineer B. Grout Admixture: Sika Grout Aid II or equal.

2.12 REINFORCING STEEL
A. Reinforcing steel shall be provided and fabricated in accordance with the requirements of Section 03 20 00, "Reinforcing Steel" of these specifications.

2.13 TIES AND ANCHORS
A. Materials: Provide ties and anchors specified in this article that are mode from materials that comply with the following unless otherwise indicated:

1. Hot-Dip Galvanized, Carbon-Steel Wire: ASTM A 82; with ASTM A 153, Class B-2 coating.

DIVISION 04 - MASONRY
8 2. Steel Sheet, Galvanized after Fabrication: ASTM A 1008, Commercial Steel, with ASTM A 153, Class B coating.

3. Steel Plates, Shapes, and Bars: ASTM A 36.

B. Anchor Bolts shall be provided and fabricated in accordance with the requirements of Section 051200, “Structural Steel & Miscellaneous Iron” of these specifications.

2.14 SEALER
A. Sealer for masonry work shall be a clear silicone water repellent as manufactured by:

1. Standard Drywall Products: "Thoroclear 777".

2. Pro So Co: "Siloxane".

3. Chemprobe Corp. "Prime-A-Pell 200".

4. Price Research Ltd: "Price-Seal 5".

5. Approved Alternate

2.15 MISCELLANEOUS MASONRY ACCESSORIES
A. Compressible Filler: Premolded filler strips complying with ASTM D 1056, Grade 2A1; compressible up to 35 percent.

B. Preformed Control-Joint Gaskets: Made from styrene-butadiene- rubber compound, complying with ASTM D 2000, Designation M2AA-805 or PVC, complying with ASTM D 2287, Type PVC-65406 and designed to fit standard sash block and to maintain lateral stability in masonry wall; size and configuration as indicated.

C. Bond-Breaker Strips: Asphalt-saturated, organic roofing felt complying with ASTM D 226, Type I (No. 15 asphalt felt).

PART 3 - EXECUTION

3.1 GENERAL REQUIREMENTS
A. All masonry shall be laid plumb, true to line, with level and accurately spaced courses. Work required to be built in with the masonry, including anchors, shall be built in as the wall construction progresses.

B. Basic layouts, positions, and elevations shall be as shown on the contract documents. Unit layouts within each panel or wall area shall be made to achieve symmetrical, uniform appearance and to avoid cut units where possible.

C. Standard width of mortar joints for both horizontal and vertical joints shall be 3/8 inch. Joints on exposed surfaces shall be raked joints. Joints shall be tooled in such a manner as to squeeze the mortar back into the joints, and then raked. No tooling shall be done until after the mortar has taken its initial set. After tooling, the exposed surfaces shall be

DIVISION 04 - MASONRY
9 wiped down with burlap.

D. Set block units in full mortar beds with full mortar head joints. Cells shall be in vertical continuity. Remove excess mortar from cells as work progresses.

E. Walls shall have vertical control joints at a spacing approximately 1.5 times the wall height, but no greater than 20 feet on center.

F. Cutting and patching of masonry required to accommodate the work of others shall be performed by masonry mechanic. Work shall be neatly performed using approved power saws.

G. Unfinished work shall be stepped back for joining with new work. Before new work is started, all loose mortar shall be removed and the exposed joint thoroughly wetted before laying new work.

H. Perform no work during rain or when outside temperature is 40 degrees F. or lower, or when it appears probable that temperatures below 40 degrees F. will be encountered before the mortar or grout has set.

3.2 TOLERANCES
A. Dimensions and Locations of Elements:

1. For dimensions in cross section or elevation do not vary by more than plus 1/2 inch or minus 1/4 inch.

2. For location of elements in plan do not vary from that indicated by more than plus or minus 1/2 inch.

3. For location of elements in elevation do not vary from that indicated by more than plus or minus 1/4 inch in a story height or 1/2 inch total.

B. Lines and Levels:

1. For bed joints and top surfaces of bearing walls do not vary from level by more than 1/4 inch in 10 feet, or 1/2 inch maximum.

2. For conspicuous horizontal lines, such as lintels, sills, parapets, and reveals, do not vary from level by more than 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 1/2 inch maximum.

3. For vertical lines and surfaces do not vary from plumb by more than 1/4 inch in 10 feet, 3/8 inch in 20 feet, or 1/2 inch maximum.

4. For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and control joints, do not vary from

DIVISION 04 - MASONRY
10 plumb by more than 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 1/2 inch maximum.

5. For lines and surfaces do not vary from straight by more than 1/4 inch in 10 feet, 3/8 inch in 20 feet, or 1/2 inch maximum.

C. Joints:

1. For bed joints, do not vary from thickness indicated by more than plus or minus 1/8 inch, with a maximum thickness limited to 1/2 inch.

2. For head and collar joints, do not vary from thickness indicated by more than plus 3/8 inch or minus 1/4 inch.

3. For exposed head joints, do not vary from thickness indicated by more than plus or minus 1/8 inch.

3.3 LAYING MASONRY WALLS
A. Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint thicknesses and for accurate location of openings, movement-type joints, returns, and offsets. Avoid using less-than-half-size units, particularly at corners, jambs, and, where possible, at other locations.

B. Use full-size units without cutting if possible. If cutting is required to provide a continuous pattern or to fit adjoining construction, cut units with motor-driven saws; provide clean, sharp, unchipped edges. Allow units to dry before laying unless wetting of units is specified. Install cut units with cut surfaces and, where possible, cut edges concealed.

C. Bond Pattern for Masonry: Unless otherwise indicated, lay exposed masonry in running bond; do not use units with less than nominal 4- inch horizontal face dimensions at corners or jambs.

D. Built-in Work: As construction progresses, build in items specified in this and other Sections. Fill in solidly with masonry around built-in items.

E. Fill space between steel frames and masonry solidly with mortar unless otherwise indicated.

F. Where built-in items are to be embedded in cores of hollow masonry units, place a layer of metal lath, wire mesh, or plastic mesh in the joint below and rod mortar or grout into core.

G. Fill all cores in hollow CMUs with grout.

DIVISION 04 - MASONRY
11 H. Prior to grouting, the grout space shall be clean so that all spaces to be filled with grout do not contain mortar projections greater than 1/4 inch, mortar droppings and other foreign material, per CBC Section 2104A.1.3.

I. Fully bond intersections and external and internal corners.

J. Do not shift or tap masonry units after mortar has taken initial set.

Where adjustments must be made, remove mortar and replace.

K. Remove excess mortar.

L. Perform job-site cutting with proper tools to provide straight unchipped edges. Take care to prevent breaking masonry unit corners or edges.

3.4 MORTAR MIXING
A. Perform all measurements of materials for mortar accurately using suitable calibrated devices. Shovel measurements will not be acceptable. 94 pounds of Portland Cements (1 sack) shall be considered as 1 cubic foot.

B. Use mixers of at least 1 sack capacity. Batches requiring fractional sacks will not be permitted unless the cement is weighted for each such batch.

C. Place the sand, cements and water in the mixer in that order for each batch of mortar and mix for a period of at least 2 minutes.

Add the lime and continue mixing for as long as needed to secure a uniform mass, but in no case less than 10 minutes.

D. Retempering of mortar by dashing water over the mortar will not be permitted. Retemper mortar only by adding water into a basin made with the mortar and then carefully working the water into the mortar.

E. Mix the mortar and maintain it on the boards to a slump of 2-3/4 inches plus or minus 1/4 inch using a truncated cone 4 inches by 2 inches, 6 inches high. All mortar which is unused within 1 hour after the initial mixing shall be removed from the work.

3.5 MORTAR BEDDING AND JOINTING
A. Lay hollow CMUs as follows:

1. With face shells fully bedded in mortar and with head joints of depth equal to bed joints.

DIVISION 04 - MASONRY
12 2. With webs fully bedded in mortar in all courses of piers, columns, and pilasters.

3. With webs fully bedded in mortar in grouted masonry, including starting course on footings.

4. With entire units, including areas under cells, fully bedded in mortar at starting course on footings where cells are not grouted.

B. Lay solid masonry units with completely filled bed and head joints; butter ends with sufficient mortar to fill head joints solidly and shove into place. Do not deeply furrow bed joints or slush head joints.

C. Verify all types of mortar joints with the Architect before proceeding with block laying. Tool joints slightly concave when thumbprint hard, using a jointer larger than joint thickness unless otherwise indicated.

1. Vertical Joints: Compressed, Raked, and Tooled joints.

2. Horizontal Joints: Compressed, Raked, and Tooled joints.

D. Provide compressed flush joints when other materials (other than paint) are to be applied directly onto and over concrete masonry units being covered (including areas to be covered by rubber base).

E. Align vertical cells to maintain vertical continuity of cells to be filled.

Open end or notched units may be used to facilitate installation around cells that contain vertical reinforcement. Minimum unobstructed vertical flue 3" x 3". Remove overhanging mortar or other obstructions or debris from inside of cells.

F. Provide bond beam units at cells containing horizontal reinforcement.

3.6 REINFORCING STEEL
A. Reinforcing steel shall be placed in accordance with the requirements of Section 032000, "Reinforcing Steel" of these Specifications and the requirements of this Specification Section.

1. Bars shall conform accurately to the sizes, shapes, lines and dimensions shown on drawings and with hooks and beds
made as detailed. Bars shall be placed as indicated on the drawings and centered on grout space.

2. Reinforcing steel shall not be bent or straightened in a

DIVISION 04 - MASONRY
13 manner that will injure the material. Bars with kinks or bends not shown on the plans shall not be used. Heating of bars for bending will not be permitted.

B. Reinforcing steel shall have contact lap splices that are wired tight together. Where dowels are allowed on the structural drawings, reinforcing steel shall be wired tight to dowels.

C. Wire horizontal and vertical bars together.

D. Reinforcing steel shall be coordinated with the control joint layout to provide additional reinforcing as shown on the drawings.

E. Installation of Vertical Reinforcement Bars:

1. Where possible, bars shall be one length and centered in open end of Concrete Masonry Units unless noted otherwise on drawings.

2. Bar may be doweled at top of footing.

3. Bars shall be accurately and positively held in place before setting Concrete Masonry Units by wiring to a 2 x 6 properly braced near top of bars and not over 8 feet above
foundation or at last Grout pour.

4. For Low Lift Grout, corner bars and other bars in closed cell units shall be lapped a minimum of 48 bar diameters, unless indicated otherwise.

5. All vertical reinforcing steel shall be braced throughout its height in a manner that will retain the steel in proper position and provide the proper clearance at spacing not to exceed 192 bar diameters.

F. Installation of Horizontal Reinforcing Bars:

1. Bars shall be laid in bond beam units directly on top of the cross walls of block webs.

2. Lap splice bars a minimum of 48 bar diameters, unless indicated otherwise.

3. Reinforcing steel shall be secured to all foundation dowels and held in place at spacing not to exceed 192 bar
diameters.

G. At the time grout is placed around it, reinforcing steel shall be clean of mill scale or other coatings that will destroy or reduce

DIVISION 04 - MASONRY
14 bond.

3.7 WORKMANSHIP
A. Fill all cells solid with grout. Provide cleanouts in accordance with the California Building Code current governing edition.

B. Do not place pipes or conduits in any structural masonry, except that rigid electric conduit may be embedded in structural masonry when its location has been detailed on the structural contract drawings.

C. Do not form chases or recesses not shown on structural contract drawings.

D. Do not use chipped or cracked blocks. If any such blocks are discovered in a finished wall, promptly remove them and replace with new blocks to the approval of the Architect and at no additional cost to the City.

3.8 GROUTING
A. General:

1. All cells shall be grouted solid.

2. Use low lift or high lift grouting at Contractor's option.

3. Use grout pump, hopper or bucket to place grout.

4. Place grout in final position within 1-1/2 hours after introduction of mixing water.

5. Place grout and rod with a 3/4 inch flexible cable vibrator sufficiently to case it to flow into all voids between the cells and around the reinforcing steel. Slushing with mortar will not be permitted.

6. Stop grout approximately 1-1/2 inches below top of last course, except at top course bring grout to top of wall.

B. Low Lift Grouting Procedure: Construction procedure shall be in accordance with ACI 530.1 and as follows:

1. Set all vertical bars.

2. Concrete Masonry Unit walls shall be built up 16 inches high uniformly around one complete building unit. No vertical construction joints will be allowed unless noted and detailed

DIVISION 04 - MASONRY
15 on the drawings.

3. Lay Concrete Masonry Units no higher than 5’-0”and clean cells or mortar.

4. Set horizontal bars on bond beam unit crosswalls next to verticals.

5. If course at top of lift contains horizontal reinforcement, grout all cells to a level 3/4" below the top of the Concrete Masonry Units. This will provide about 1-1/4" grout cover over the horizontal bar. Puddle grout in place using a No. 4 bar or a 1 x 2 stick, and repeat puddling in 30 to 60 minutes.

6. Consolidate each grout lift twice using mechanical vibrators.

Once while placing grout and once more after initial
absorption of water but before set.

7. Repeat steps "3." through "6." above until the wall is completed.

C. High Lift Grouting Procedure (only upon prior approval of Architect and Structural Engineer) shall be in accordance with CBC Section 2104A.1.3.1.2.3.:

1. Clean-outs must be provided at the bottom of each pour for each cell. Alternatively, if the course at the bottom of the pour is constructed entirely of inverted double open-end bond beam units, cleanout openings need only be provided for access to every reinforced cell at the bottom of each pour grout.
a. Construct clean out courses with inverted open-
bottom bond beam units involved to permit cleaning
of all cells by flushing. Cleanouts shall not be less than 3x4 inch openings cut from one full shell. Do not plug cleanout holes until masonry work, reinforcement and
final cleaning of the grout spaces have been
completed and inspected.
b. After the laying of the masonry units is completed, the cells cleaned, the reinforcing positioned, and
inspection completed, close the cleanouts by
inserting face shells of masonry units or covering the
openings with forms. Face shell plugs shall have a
two-day minimum curing time and shall be
adequately braced to resist the pressure of the fluid
grout.

DIVISION 04 - MASONRY
16 2. The Contractor shall submit an alternate grout mix design that is in compliance with CBC Section 2104A.1.3.1.2.3 and incorporates an admixtures that reduces early water loss and produces an expansive action shall be used in the
grout.

3. The Contractor is cautioned that with the high lift method, the walls have very little lateral stability against winds or earthquake before grout has set and it shall be this
Contractor's responsibility to adequately brace the walls until the roof sheathing is installed.

4. "Dur-O-Wall" reinforcing shall be provided in mortar joints at all wall corners, ends, jambs of openings and wall
intersections.

5. Lay up walls subject to maximum height limitations of CBC Section 2104A.1.3.1.2.2 or 2104A.1.3.1.2.3.

6. Construction procedure shall be as follows:
a. Set all full length vertical bars on center line of wall, centered in cells, and braced as noted above under
typical reinforcing.
b. Lay Concrete Masonry Units full height of walls, or 12 feet maximum including wiring horizontal bars to
verticals, for one complete building unit. No vertical construction joints will be allowed unless noted and
detailed on the drawings.
c. Construct clean out courses with open-bottom bond
beam units inverted to permit cleaning of all cells by
flushing. Cleanouts shall not be less than 3 x 4 inch
openings cut from one full shell. Do not plug cleanout
holes until masonry work, reinforcement and final
cleaning of the grout spaces have been completed
and inspected.
d. Clean all cells and top of foundation wall of mortar by hosing cells with suitable nozzle jet or sandblasting as soon as mortar has partially set. Final cleaning shall be inspected through clean-outs at each cell in base
of wall. Remove all mortar fine protruding more than
1/2 inch into the grout space by dislodging the
projections with a rod as the work progress or by
washing the grout space at least twice a day during
erection using a high pressure stream of water.

DIVISION 04 - MASONRY
17 e. Set vertical bars in closed cells where required; i.e., at wall corners, sides of openings, etc. Wire to
horizontals at top and bottom. Use metal spacers at
48" o.c. maximum to hold bars in line.
f. No grout shall be placed until mortar has set a
minimum of 3 days in hot weather or 5 days in cold
weather, and the top of foundation wall has been
thoroughly cleaned and grout plugs have cured a
minimum of 48 hours.
g. Place grout in lifts not to exceed 4 feet in height, with a waiting period between lifts, dependent on
weather and absorption rate of the masonry, in order
to place the succeeding lift after the preceding lift
becomes plastic but prior to initial set. The first lift shall be consolidated using mechanical vibrators. After
the required waiting period, place the second lift and
consolidate with the vibrator, reconsolidating the lift below to a depth of 12 to 18 inches. Repeat the
waiting, placing, and consolidating process until the
top of the grout pour is reached. Reconsolidate the
top lift after the required waiting period. The high-lift grouting of any section of wall between lateral flow
barriers shall be completed to the top of a pour in
one working day unless a new series of clean out
holes is established and the resulting horizontal
construction joint cleaned.
h. Repeat steps “a" through “g”until all cells are filled.

The wall must be grouted to its full height during one
working day. No horizontal construction joints will be allowed.
i. Above 12 feet level low lift grouting procedures shall be used.

3.9 CURING
A. While Concrete Masonry Units are being laid and after, dampen both faces for a period of 3 days using a regulated fog spray of water sufficient only to moisten faces of masonry but not in an amount to cause water to flow down over masonry. After grouting, dampen for a minimum period of 24 hours.

B. Do not saturate masonry with water for curing or any other purposes and protect from rain or flooding during curing period.

DIVISION 04 - MASONRY
18 3.10 PROTECTION OF WORK
A. Protect adjacent construction and previously placed masonry against damage by materials or operations under this Section.

B. Protect masonry work under construction using heavy moisture- resistant coverings well secured in place when rain or frost is imminent; when day's work is stopped; when lay-up work is subjected to extremely hot winds within 72 hours after placing; or when the work is waiting for grouting.

C. All masonry walls shall be adequately braced against lateral loads during construction.

3.11 FIELD QUALITY CONTROL
A. The City will employ an independent testing laboratory to perform the tests and inspections shown on the contract drawings and submit certified test reports. The Contractor will cooperate with City's agent and notify City's agent 48 hours prior to all required testing and inspection.

B. Test Results: Test reports shall be submitted in writing to Architect/Engineer and Contractor within 7 days after tests are made. Test results not in compliance with requirements of these specifications shall be reported verbally to the Architect/Engineer and Contractor within 24 hours of the tests. Reports of compressive strength test shall contain the project identifications name and number, date of grout or mortar placements, name of testing service, product type and class, location of batch in structure, design compressive strength at 28 days, concrete mix proportions and materials; compressive breaking strength and type of break for both 7-day tests and 28-day tests.

C. Additional Tests: The testing services will make additional tests of in- place masonry and grout when test results indicate specified strengths and other characteristics have not been attained in the structure, by methods as directed by the Engineer. Contractor shall pay for such tests conducted, and any other additional testing as may be required, when unacceptable masonry construction is verified.

3.12 WALL CLEANING AND PROTECTION
A. It shall be the responsibility of the masonry contractor to provide a finish surface acceptable to the Architect. All exterior exposed-to- view masonry surfaces shall be cleaned thoroughly with a bristle brush and water (do not use steel wool) to remove latents, spills, etc.

DIVISION 04 - MASONRY
19 B. Solutions or agents for cleaning or other purposes shall not be applied or used on masonry work unless thoroughly tested, and determined by Contractor to have not damaging effect to the masonry or adjacent work.

C. Remove of stains and efflorescence:

1. Removal of Stains: In accordance with NCMA TEK Bulletin 08- 02A “Removal of Stains from Concrete Masonry”and as
recommended by the masonry unit manufacturer.

2. Removal of Efflorescence: In accordance with NCMA TEK Bulletin 08-03A “Control and Removal of Efflorescence”and as recommended by the masonry unit manufacturer.

3.13 DAMPROOFING
A. Masonry surfaces shall be sealed with a clear silicone water repellent in accordance with manufacturer's recommendations.

See Part 2, "Products," of this specification section for acceptable sealers.

B. Acceptance condition of surfaces: All surfaces that are to be sealed shall be free of dust, dirt, oil, grease and other foreign material and must be dry to the degree required for satisfactory reception of the sealer. Surfaces shall not be acceptable for sealing if they contain cracks or voids in excess of 1/32 inch in width.

C. Moisture Content: The optimal acceptable levels of moisture are the following: Inside the substrate-14 percent; surface of substrate- 7 percent, when measured by an electronic moisture meter. New concrete or masonry shall have cured for at least 40 days under normal warm-weather conditions prior to any application.

Depending on the severity of a preceding rain, at least seven days must elapse before application. If there is any question concerning the amount of moisture in the substrate following a rain, the moisture meter shall be used to verify actual conditions. No material shall be applied if there is any chance of rain during the following 24 hours.

D. Application: Application shall be by skilled applicators approved by the manufacturer using methods and equipment approved by the manufacturer. A Hudson sprayer may not be used.

END OF SECTION

DIVISION 05 - METALS
1 SECTION 05 1200 - STRUCTURAL STEEL AND MISCELLANEOUS IRON PART 1 - GENERAL

1.1 APPLICABLE SECTION
A. The requirements/provisions of the General and Supplementary Conditions and Division 1 Specification Section shall apply to this section.

1.2 DESCRIPTION OF WORK
A. The work included under this section consists of furnishing all material, supplies, equipment, tools, transportation, and facilities, and performing all labor and services necessary for, required in connection with or properly incidental to furnishing, fabricating, priming, and erecting structural steel and miscellaneous iron complete in place, as described in this section of the specifications, shown on the accompanying drawings, or reasonably implied therefrom, except as hereinafter specifically excluded.

B. Work Included:

1. All structural steel indicated on the drawings.

2. Furnishing all column anchor bolts and base assemblies with nuts and washers.

3. Supervision of the placement of anchor bolt assemblies C. Related Work Specified Elsewhere:

1. Cast-in-place Concrete; Section 03 3000

2. Grouting of Column Bases; Section 03 3000

3. Placement of Anchor Bolts, Assemblies, and Embeds; Section 03 3000, and Section 04 2200

1.3 REFERENCE STANDARDS
A. The following is a list of reference standards referred to in this portion of the specification:

1. ASTM A36, "Specification for Carbon Structural Steel"

2. ASTM A53, "Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded and Seamless"

3. ASTM A307, "Specification for Carbon Steel Bolts and Studs"

4. ASTM A500, "Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes"

5.ASTM A572, “Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel”

6.ASTM A992, “Specification for Steel for Structu ral Shapes for use in Building Framing”

7. ASTM F1554 “Specification for Anchor Bolts, Steel”

8.ASTM F3125 “Standard Specification for High Strength Structural

DIVISION 05 - METALS
2 Bolts, Steel and Alloy Steel, Heat Treated”

9. SSPC, "Systems and Specifications, Steel Structures Painting Manual Volume 2" by Steel Structures Painting Council.

1.4 QUALITY ASSURANCE
A. Codes and Standards: Comply with all Federal, State, and Local codes and safety regulations. In addition, the fabrication, priming, and erection of structural steel shall comply with all the applicable provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified:

1. "Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings" by the American Institute of Steel Construction, current edition.

2. "Codes of Standard Practice for Steel Buildings and Bridges" by said AISC, current edition.

3. A.W.S. "Structural Welding Code –Steel," D1.1, current edition.

4. A.W.S. "Structural Welding Code –Seismic Supplement," D1.8, current edition.

5. "Specifications for Structural Joints using ASTM A325 or A490 bolts," current edition as approved by the Research Council on Riveted and Bolted Structural Joints of the Engineering Foundation, and endorsed by the AISC.

B. Qualifications: Welding processes and welding operators shall be qualified in accordance with AWS "Standard Qualification Procedure".

Welders to be employed are to provide AWS certification for the type of welding necessary.

C. Mill Certificates: The Contractor shall provide Mill Certificates for structural steel and miscellaneous iron in accordance with the requirements of Part 1.05, "Submittals", of this specification section.

When Mill Certificates cannot be provided, laboratory test reports shall be provided in accordance with the requirements of Part 1.05, "Submittals", of this specification section.

D. Sampling, Testing, and Inspection:

1. General:
a. All materials and work shall be subject to inspection at the mill, the fabricating shop, and at the building site.

Material or workmanship not complying fully with the
drawings, and/or specifications will be rejected.
b. If the inspector, through oversight or otherwise, has accepted material or work which is defective or contrary to specifications, this material or work, regardless of state of completion, may be rejected.

2. Owner: The Owner shall employ an independent testing agency or the Engineer as the Owner's agent to perform

DIVISION 05 - METALS
3 sampling, testing, and inspections as shown on the contact drawings and submit certified test results.

3. Contractor:
a. The Contractor shall cooperate with and notify Owner's agent at least 24 hours in advance of inspections
required and shall supply samples, test pieces, and
facilities for inspection without extra charge.
b. The Contractor shall identify and tag each lot of
fabricated steel to be shipped to the site by heat
numbers in such a manner that it can be accurately
identified at the job site.
c. The Contractor shall remove all unidentified steel
received at the site.

1.5 SUBMITTALS
A. General Requirements

1. Submittals shall be made to Architect in accordance with the requirements of Division 1, General Requirements of these specifications.

2. Construction, and fabrication or ordering of materials shall not begin until Contractor has received submittals reviewed by Architect governing all aspects of the intended work.

B. Shop Drawings:

1. Shop drawings for steel fabrications shall be submitted for review.

2. Submittals shall include anchor bolt setting plans, erection drawings and fabrication drawings. Information shown on the shop drawings shall include, but not be limited to, the following:
a. Anchor bolt setting plans shall show layout, anchor bolts sizes and grades, embedment, and template
construction.
b. Erection Drawings shall show layout, marking and position of each member, and field connections.
c. Fabrication Drawings shall show details of members,
including sizes, grades, connections, spacing of bolts and welds, designation of Architecturally Exposed Structural Steel, and the limits of paint applications.

3. Partial submittals shall be clearly identified by the contractor.

4. The omissions from the shop and installation drawings of any materials shown on the Specifications shall not relieve the contractor of the responsibility of furnishing and installing such materials, even though such drawings may have been returned and reviewed.

5. Shop drawings and calculations for temporary shoring and bracing shall be submitted for review. The shop drawings shall show layout, size of members and connection details.

DIVISION 05 - METALS
4 Calculations shall show all stresses in members and connections, from dead, live, and lateral loads in accordance with the requirements of the C.B.C. current governing edition. Shop drawings and calculations for temporary shoring and bracing shall be stamped and signed by a civil engineer registered in the State of California.

6. Contract drawings shall not be reproduced in whole or in part.

Contract drawings modified into shop drawings will be returned without review.

7. Revised submittals shall have clear indications of revised or new information. Clouding is an acceptable form of identification.

C. Mill Certificates:

1. The Contractor shall provide Mill Certificates for each grade of steel for each heat to be used on project.

2. Mill Certificates shall meet the requirements of AISC 360 and all applicable ASTM standards.

3. Mill Certificates shall be furnished with each lot of material shipped to the site and shall be signed by the Contractor which will serve to certify that all structural steel materials installed comply with specified requirements.

4. When Mill Certificates cannot be provided, the Contractor shall hire a professional testing laboratory to verify compliance of each type of material to be used and provide laboratory test reports. The cost of testing shall be paid for by the Contractor.

D. Laboratory Test Reports:

1. Laboratory test reports shall show the name of testing agency, date of testing, types of tests performed and shall be signed by a principal of the testing agency who is a registered civil engineer in the State of California.

2. When required by other portions of these specifications, laboratory test reports shall be submitted for each type of steel for each heat to show compliance with appropriate ASTM
Standards and these specifications.

E. Welding Procedure Specifications:

1. Welding procedure specifications for all prequalified joints shall be submitted per AWS D1.1, 5.1.2 to the Engineer and reviewed prior to beginning fabrication. Non prequalified joints shall be qualified per AWS requirements.

1.6 DEFINITIONS
A. Architecturally Exposed Structural Steel: Structural steel designated as "architecturally exposed structural steel" or "AESS" in the Contract Documents.

DIVISION 05 - METALS
5 1.Provide “AESS” as follows: Exposed structural steel that is within 16 feet vertically and 10 feet horizontally of a walking surface and is visible to a person standing on that walking surface.

PART 2 - PRODUCTS

2.1 MATERIAL
A. Structural Steel Wide Flange and Tee Shapes: Shall be new and shall conform to the requirements of ASTM A992.

B. Structural Steel Channels and Angles: Shall be new and shall conform to the requirements of ASTM A36.

C. Structural Steel Plate: Shall be new and shall conform to the requirements of ASTM A572.

D. Structural Steel Tubes: Shall be new and shall conform to the requirements of ASTM A500, Grade C.

E. Steel Pipe: ASTM A53, Types E or S, Grade B, with sulphur not exceeding .05%.

F. Arc-welding Electrodes: Arc-welding electrodes shall be E70 series electrodes for A36, A572 and A992 material, E80 Series for A706 reinforcing steel and E90 series for A615 reinforcing steel. Electrodes shall be as recommended by their manufacturers for the positions and conditions of actual use. All welds used in members and connections in the seismic Force Resisting System shall be made with filler metals meeting the requirements specified in AWS D1.8 clause 6.3.

G. High Strength Bolts: High strength bolts (HSB) shall conform to ASTM F3125 Grade A325.

H. Machine Bolts: Machine bolts (MB) and sag rods shall conform to ASTM A307, manufactured to American Standard Bolt and Nut dimensions with "Free Fit - Class 2" threads. All unfinished bolts shall have an approved lock washer under nut.

I. Prime Coat: Prime coat for interior members shall meet the requirements of SSPC-Paint 25 or acceptable equal. Prime coat for exterior members shall meet the requirements of SSPC-Paint 20 or acceptable equal.

J. Smooth Rods: Smooth Rods shall conform to ASTM A36.

K. Anchor Bolts: Anchor bolts shall conform to ASTM F1554 grade 36.

L. Headed Studs, Deformed Bar Anchors, and Threaded Studs: Headed Studs shall be H4L or S3L; Deformed Bar Anchors shall be D2L and

DIVISION 05 - METALS
6 Threaded Studs shall be CPL as manufactured by TRW Nelson Stud or equal.

M. High Strength Rods: High strength rods shall conform to ASTM F1554 grade 55, unless noted otherwise.

N. Nuts shall be as shown below and finish shall match fastener.

Fastener Grade & Size Nut Class Nut Style
Bolts:

ASTM F3125
Gr A325
Type 1, Uncoated ASTM A563-C,C3,D,DH,
DH3
Heavy Hex
Type 1, Zinc Coated ASTM A563-DH Heavy Hex
Type 3, Uncoated ASTM A563-C3,DH3 Heavy Hex
ASTM F3125
Gr A490
Type 1, Uncoated ASTM A563-DH,DH3 Heavy Hex
Type 3, Uncoated ASTM A563-DH3 Heavy Hex
Rods:

ASTM A1554 ¼" to 1½" Uncoated ASTM A563-A Heavy Hex
Over 1½" to 3" Uncoated ASTM A563-DH Heavy Hex
¼" to 3" Zinc Coated ASTM A563-DH Heavy Hex
O. Washers shall be flat circular, rectangular or square beveled washers and shall conform to ASTM F436 Type 1. Finish shall match nut. Washers shall be installed under the element being turned for A325 bolts and under both the head and the nut for A490 bolts.

2.2 FABRICATION
A. Welding: Welding shall be by operators who are qualified by test as per AWS "Standard Qualification Procedure" to perform type of work required.

B. High Strength Bolting: All high strength bolted connections shall be bearing type connections unless otherwise noted on the plans. Where noted on the plans, high strength bolted connections shall be slip critical type connections.

C. Bolts, rods, washers and nuts exposed to weather shall be hot dipped galvanized steel in compliance with ASTM A153.

D. Straightness (camber and sweep) Tolerance:

1. Unless otherwise noted, straightness tolerances shall be per ASTM A6.

DIVISION 05 - METALS
7 2. Sweep tolerance for channels and angles: Maintain a maximum variation of 1/8” times the number of feet of total length divided by 5, unless alternate criteria is approved by the Engineer.

E. Painting:

1. Priming: Painting under this section is limited to priming. a. The prime coat shall be applied in the shop and touched up after erection. Anchor bolts and column assemblies 2 inches and more below finish floor shall be left unpainted.

High strength bolted connections shall be left unpainted within 3" of connection.
b. Paint shall be delivered to shop in original sealed
containers marked with manufacturer's name and brand
identification.
c. Use paint as prepared by the manufacturer without
thinning or other admixture unless so stated by the
manufacturer. Execute painting on a dry clean surface, free from rust, loose scale or grease. Do not do any
painting in temperatures lower than 45 degrees F.

PART 3 - EXECUTION

3.1 WORKMANSHIP
A. The workmanship shall be in accordance with AISC Standard Specifications, and shall be of the highest quality found in contemporary structural work.

B. All exposed gaps or bolt holes as a result of slotted gusset plates or erection bolts shall be filled and ground smooth. Erection bolts shall be removed after welding. Exposed ends of pipes and hollow sections shall be sealed with a cap plate and ground smooth unless noted otherwise on the architectural drawings.

C. For Architecturally Exposed Structural Steel (AESS) shop fabricate and assemble AESS to the maximum extent possible. Locate field joints at concealed locations if possible. Detail assemblies to minimize handling and to expedite erection. Handle and fabricate AESS with special care including the following:

1. Fabricate with exposed surfaces smooth, square, and free of surface blemishes including pitting, rust, scale, and roughness.

2. Grind sheared, punched, and flame-cut edges of AESS to remove burrs and provide smooth surfaces and edges.

3. Fabricate AESS with exposed surfaces free of mill marks, including rolled trade names and stamped or raised
identification.

4. Fabricate AESS with exposed surfaces free of seams to

DIVISION 05 - METALS
8 maximum extent possible.

5. Remove blemishes by filling or grinding or by welding and grinding, before cleaning, treating, and shop priming.

6. Fabricate with piece marks fully hidden in the completed structure or made with media that permits full removal after erection.

7. Fabricate AESS to the tolerances specified in AISC 303 Section

10.2 for steel that is designated AESS.

8. Seal-weld open ends of hollow structural sections with 5/16-inch closure plates for AESS.

9. Ease exposed edges to a radius of approximately 1/32 inch radius, unless otherwise shown on the drawings. Miter exposed corner joints and machine fit to a hairline joint.

10. Coping and Blocking Tolerance: Maintain a uniform gap of 1/8”+/-1/32” at all copes and blocks.

11.Joint gap Tolerance: Maintain a uniform gap of 1/8”+/-1/32”.

12. Straightness (camber and sweep) Tolerance: Maintain one half the standard camber and sweep tolerances for rolled shapes in ASTM A6, per AISC 303 Section 10.2.2.

3.2 ERECTION
A. The Contractor will be responsible to erect the complete structural frame plumb and true to line and grade, in conformance with the AISC Code of Standard Practice.

B. Temporary Bracing and Shoring:

1. The Contractor shall temporarily brace the frame in both directions and shall maintain columns plumb until the final connections of the framework and construction of diaphragms are complete.

2. The Contractor shall provide such temporary shoring and additional bracing of steel frame as required to adequately and safely support any or all loads imposed upon the structure during construction.

3. Submit shop drawings for temporary bracing and shoring in accordance with the requirements of Part 1.5 "Submittals", of this specification section.

C. Field Painting:

1. After erection, all field welds, field bolts and abraded or scratched surfaces shall be cleaned and given an additional spot coat of the same paint used for the shop coat. The entire work shall be left in a neat, clean and acceptable condition.

3.3 FIELD QUALITY CONTROL
A. Inspections: The Owner's agent will perform the inspections shown on

DIVISION 05 - METALS
9 the contract drawings.

B. Contractor:

1. The Contractor shall hire the Engineer responsible for the design of temporary bracing and shoring to inspect the work as detailed on the reviewed shop drawings.

2. The Engineer responsible for design, temporary bracing and shoring shall write a letter to the Architect certifying construction of temporary bracing and shoring is in accordance with the reviewed shop drawings, prior to start of construction requiring temporary bracing or shoring.

END OF SECTION

DIVISION 05 - METALS
1 SECTION 05 3000 - METAL DECKING
PART 1 - GENERAL

1.1 GENERAL
A. The requirements/provisions of the General and Supplementary Conditions and Division 1 Specification Section shall apply to this section.

1.2 DESCRIPTION OF WORK
A. Summary: The work included under this section consists of furnishing all materials, supplies, equipment, tools, transportation and facilities and performing all labor and services necessary for, required in connection with or properly incidental to installing all metal floor and roof deck as described in this section of the specifications, shown on the accompanying drawings, or reasonably implied therefrom, except as hereinafter specifically excluded.

B. Work Included:

1. Provide and install metal floor and roof decking.

2. Fastening the metal deck to the structural steel framework.

C. Related Work Specified Elsewhere:

1. Cast-in-place concrete; Section 03 3000

2. Structural Steel & Miscellaneous Iron; Section 05 1200

1.3 REFERENCE STANDARDS
A. The following is a list of reference standards referred to in this portion of the specifications:

1. ASTM A653, "Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process"

1.4 QUALITY ASSURANCE
A. Codes and Standards: Comply with all Federal, State, and Local codes and safety regulations. In addition, the fabrication and erection of metal decking shall comply with all the applicable provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified:

1. "California Building Code," current governing edition.

2. "Code of Recommended Practice," Steel Deck Institute, current edition.

3. "Specifications for the Design of Light Gauge Cold Formed Steel Structural Members", American Iron and Steel Institute.

DIVISION 05 - METALS
2 4. "Steel Products Manual- Carbon Steel Sheets", American Iron and Steel Institute.

B. Mill Certificates: The Contractor shall provide Mill Certificates for metal decking in accordance with the requirements of Part 1.05, "Submittals", of this specification section. When Mill Certificates cannot be provided, laboratory test reports shall be provided in accordance with the requirements of Part 1.5, "Submittals", of this specification section.

C. ICC Approvals: Each type of metal decking proposed for use on project shall have ICC approval for vertical load and diaphragm rating capacities in accordance with the requirements shown on the structural drawings or required by these specifications. The Contractor shall provide I.CC. Reports in accordance with the requirements of Part 1.05, "Submittals", of this specification section.

D. Sampling, Testing and Inspection:

1. General:
a. All materials and work shall be subject to inspection at the mill, the fabricating shop, and at the building site.

Material or workmanship not complying fully with the
drawings, and/or specifications will be rejected.
b. If the inspector, through oversight or otherwise, has accepted material or work which is defective or contrary to specifications, this material or work, regardless of state of completion, may be rejected.

2. Contractor:
a. The Contractor shall identify and tag each lot of decking to be shipped to the site by heat number in such a
manner that it can be accurately identified at the job
site.
b. The Contractor shall remove all unidentified metal
decking received at the site.

1.5 SUBMITTALS
A. General Requirements

1. Submittals shall be made to Architect in accordance with the requirements of Division 1, General Requirements of these specifications.

2. Construction, and fabrication or ordering of materials shall not begin until Contractor has received submittals reviewed by Architect governing all aspects of the intended work.

B. Shop Drawings: Shop Drawings shall be submitted that show diagrammatic plan layout of all metal decking, at a scale sufficiently large to show clearly the positions and erection marks of the pieces. All

DIVISION 05 - METALS
3 decking attachment and necessary shoring should be noted. Shop Drawings used in field must be reviewed copies.

C. Product Data: Manufacturer's catalog sheets including instruction for use and description of application shall be provided for each type of metal decking. ICC approval of each type of metal decking for vertical load capacity and diaphragm rating capacity shall also be included.

D. Mill Certificates:

1. The Contractor shall provide Mill Certificates for each heat of each type of metal decking to be used on project.

2. Mill Certificates shall include name of mill, date of rolling, date of shipping, yield point and minimum tensile strength.

3. Mill Certificates shall be provided with each lot of material shipped to the site and shall be signed by the Contractor which will serve to certify that all metal decking materials installed comply with specified requirements.

4. When Mill Certificates cannot be provided, the Contractor shall hire a professional testing laboratory to verify compliance and provide laboratory test reports. The cost of testing shall be paid for by the Contractor.

E. Laboratory Test Reports:

1. Laboratory test reports shall show the name of testing agency, date of testing, types of tests performed and shall be signed by a principal of the testing agency who is a registered Civil Engineer in the State of California.

2. When required by other portions of these specifications, laboratory test reports shall be submitted for each deck type tested to show compliance with appropriate ASTM Standards and these specifications.

F. ICC Certificates: The Contractor shall provide ICC Certificates for each type of metal decking proposed that includes vertical and lateral load capacities.

PART 2 - PRODUCTS

2.1 METAL ROOF DECK
A. Metal roof deck shall conform to the requirements shown on the plans and have current ICC reports for vertical and lateral load resistance per the requirements of the California Building Code. Metal deck and all flashing shall be formed of zinc-coated (galvanized) steel sheets of the size and gage called for on the structural drawings. Furnish minimum lengths called for on the structural drawings. Subject to compliance with requirements provide one of the following:

1. HSB 36; Verco [IAPMO ER #2018].

DIVISION 05 - METALS
4 2. N-24; Verco [IAPMO ER #2018].

3. ER2RA; Epic Metals [IAPMO ER #226].

4. ER3.5A; Epic Metals [IAPMO ER #226].

5. Approved Equal.

B. Zinc Coating: Zinc coating (galvanizing) shall be in accordance with ASTMA653, G60 commercial coating class for interior use or G90 commercial coating class for external use.

PART 3 - EXECUTION

3.1 ERECTION
A. Erection shall be by an installer fully familiar with the manufacturer's product and having previous experience in its installation.

B. Erection shall be in strict accordance with the manufacturer's standard requirements. Alignment, end lap, side lap, bearing, closures, field cutting, field welding, and other like items concerned with a proper installation shall be in accordance with the manufacturer's recommended construction specifications. Care shall be exercised to properly fit male-female units of side laps before crimping or connecting.

C. The Contractor shall determine construction shoring requirements, construction load deck deflections, and construction load carrying capacities for the steel deck. At the Contractor’s option and expense, the Contractor may increase the deck gage if beneficial for construction. If the Contractor determines temporary shoring is necessary, it shall be noted in the shop drawings.

D. Metal decking shall be installed in lengths as called on the structural drawings. End joints shall occur at points of support only.

E. Attachment of the metal deck to the steel frame and side lap connections shall be as shown on the structural drawings and as recommended by the manufacturer.

F. Furnish and install diagonal supports at columns and any other miscellaneous structural supports which are required to carry the metal deck and are not shown on the plans.

G. Cut and reinforce penetrations of the metal decking with loose angles or tubes for pipes, conduits, ducts, shafts, etc., that are shown on the architectural or structural drawings.

H. All other holes or penetrations of the metal decking required by the various trades shall be cut and the decking reinforced by the

DIVISION 05 - METALS
5 subcontractor for the respective trade.

I. Concrete fill thicknesses shown on the plans are minimum thicknesses.

The Contractor shall provide additional concrete fill as required to compensate for framing and deck deflection to maintain surface tolerances and minimal concrete cover.

J. The Contractor shall protect the metal decking during transport, on site storage, and erection. Any decking which is found to be damaged shall be removed and replaced at the Contractor's expense.

K. No conduits or utilities shall be placed within the concrete topping unless specifically noted on the structural plans or approved by the engineer.

3.2 PATCHING
A. Repair abraded areas of the shop-applied coating, areas of weld where the shop-applied coating has been damaged and rust spots on the bottom surfaces of the decking units with a galvanizing repair compound in accordance with the metal decking manufacturer’s printed instructions.

3.3 FIELD QUALITY CONTROL
A. Inspections: The Owner's agent will perform the inspections shown on the contract drawings.

END OF SECTION

DIVISION 05 - METALS
1 SECTION 05 4000 - COLD-FORMED METAL FRAMING
PART 1 - GENERAL

1.1 APPLICABLE SECTION
A. The requirements/provisions of the General and Supplementary Conditions and Division 1 Specification Section shall apply to this section.

1.2 DESCRIPTION OF WORK
A. The work included under this section consists of furnishing all material, supplies, equipment, tools, transportation, and facilities, and performing all labor and services necessary for, required in connection with or properly incidental to furnishing, fabricating, and erecting cold-formed metal framing complete in place, as described in this section of the specifications, shown on the accompanying drawings, or reasonably implied therefrom, except as hereinafter specifically excluded.

B. Work Included:

1. Furnishing and installing cold-formed metal framing.

2. Furnishing and installing plywood sheathing
C. Related Work Specified Elsewhere:

1. Structural Steel and Misc. Iron; Section 05 1200

1.3 REFERENCE STANDARDS
A. The following is a list of reference standards referred to in this portion of the specification:

1. ASTM A36, "Specification for Structural Steel"

2. ASTM A653, "Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process, Structural (Physical) Quality."

3. SSPC, "Systems and Specifications, Steel Structures Painting Manual Volume 2" by Steel Structures Painting Council.

1.4 QUALITY ASSURANCE
A. Codes and Standards: Comply with all Federal, State, and Local codes and safety regulations. In addition, the fabrication and erection of cold- formed metal framing shall comply with all the applicable provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified:

1. "Specification for the Design of Cold Formed Steel Structural Members" by the American Iron and Steel Institute, current edition.

2. "Specification for the Design, Fabrication, and Erection of

DIVISION 05 - METALS
2 Structural Steel for Buildings" by the American Institute of Steel Construction, current edition.

3. A.W.S. "Structural Welding Code - Sheet Steel," D 1.3, current edition.

4. A.W.S. "Structural Welding Code - Steel," D 1.1, current edition.

5. American Plywood Association, "U.S. Product Standard PS1-09" B. Qualifications: Welding processes and welding operators shall be qualified in accordance with AWS "Standard Qualification Procedure".

Welders to be employed are to provide AWS certification for the type of welding necessary.

C. Grade marks:

1. All plywood shall be identified as to species, grade, and glue type, and shall bear the identification grade mark of the American Plywood Association.

1.5 SUBMITTALS
A. Product Data: Manufacturer's product information and installation instructions for each item of metal framing and accessories.

1.6 DELIVERY, STORAGE, AND HANDLING
A. Protect metal framing units from rusting and damage.

B. Deliver to Project site in manufacturer's unopened containers or bundles, identified with name, brand, type and grade.

C. Store off ground in a dry ventilated space or protect with suitable waterproof covering.

PART 2 - PRODUCTS

2.1 APPROVED MANUFACTURERS
A. American Studco, Inc., Angeles Metal Systems, California Metal Systems, Inc., Consolidated Fabricators Corp., Design Shapes in Steel, Dietrich Industries, Inc., Knorr Steel Framing Systems, Unimast, Inc., United Construction Supply, Western Metal Lath Co. or approved equal.

2.2 MATERIALS
A. Galvanized-Steel Sheet: ASTM A653, zinc coated in accordance with ASTMA653, G60 coating designation.

1. Grade:
a. 18-gauge or lighter: Grade A, 33,000-psi minimum yield strength
b. 16-gauge or heavier: Grade D, 50,000-psi minimum yield strength

DIVISION 05 - METALS
3 2.3 WALL FRAMING
A. Steel Studs: Manufacturer's standard C-shaped steel studs of web depths indicated, with lipped flanges. Minimum sizes as follows, unless noted otherwise on the drawings:

1. Design Uncoated-Steel Thickness: 18-gauge (43 mil).

2. Flange Width: 1-5/8-inches.

3. Web: Punched.

B. Steel Track: Manufacturer's standard U-shaped steel track, unpunched, of web depths indicated, with straight flanges. Minimum sizes as follows, unless noted otherwise on the drawings:

1. Design Uncoated-Steel Thickness: 18-gauge (43 mil).

2. Flange Width: Manufacturer's standard deep flange.

C. Top Deflection Track: Superior Metal Iron "SPT 53 Type" or approval equal, galvanized steel gauge recommended by manufacturer for stud with required.

2.4 FLOOR/ROOF FRAMING
A. Steel Joists: Manufacturer's standard C-shaped steel studs of web depths indicated, with lipped flanges. Minimum sizes as follows, unless noted otherwise on the drawings:

1. Design Uncoated-Steel Thickness: 18-gauge (43 mil).

2. Flange Width: 1-5/8-inches minimum.

3. Web: Unpunched.

B. Steel Ledgers: Manufacturer's standard U-shaped steel track, unpunched, of web depths indicated, with straight flanges. Minimum sizes as follows, unless noted otherwise on the drawings:

1. Design Uncoated-Steel Thickness: 18-gauge (43 mil).

2. Flange Width: Manufacturer's standard deep flange.

2.5 PLYWOOD
A. General: Plywood shall conform to U.S. Product Standard PS 1-09, American Plywood Association. Each sheet shall be stamped with the PS and/or APA grademark.

B. Roof Plywood

1. Shall be 5 ply exposure 1, CDX, span rating 32/16, Species Group 2 or better.

2. Shall be 5 ply exposure 1, Structural I span rating 32/16, Species Group 1.

C. Wall Plywood

1. Shall be 4 ply exposure 1, Structural I, span rating 32/16, Species Group 1.

DIVISION 05 - METALS
4 2.6 FRAMING ACCESSORIES
A. Fabricate steel framing accessories of the same material and finish used for framing members.

2.7 ANCHORS, CLIPS, AND FASTENERS
A. Steel Shapes and Clips: ASTM A36, zinc coated by the hot-dip process according to ASTM A123.

B. Slide Clips: Dietrich "Big D Slide-Clip" or approved equal for attaching metal studs to building structure, gauge indicated or recommended by stud manufacturer.

C. Sheet Metal Screws (SMS): ASTM C1513, fabricated from corrosion- resistant materials.

D. Expansion Anchors: Fabricated from corrosion-resistant materials, with capability to sustain, without failure.

E. Powder-Actuated Anchors: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials.

F. Mechanical Fasteners: Corrosion-resistant coated, self-drilling, self- threading steel drill screws.

G. Welding Electrodes: Comply with AWS standards.

2.8 PAINT
A. Galvanizing Repair Paint: SSPC-Paint 20, with dry film containing a minimum of 94-percent zinc dust by content.

2.9 FABRICATION
A. Fabricate cold-formed metal framing and accessories plumb, square, true to line, and with connections securely fastened, according to manufacturer's recommendations.

1. Fabricate framing assemblies in jig templates.

2. Cut framing members by sawing or shearing; do not torch cut.

3. Fasten cold-formed metal framing members by welding or screw fastening as standard with fabricator. Wire tying of framing members is not permitted.
a. Comply with AWS requirements and procedures for
welding, appearance and quality of welds, and methods
used in correcting welding work.
b. Locate mechanical fasteners and install according to cold-formed metal framing manufacturer's instructions
with screw penetrating joined members by not less than 3 exposed screw threads.

DIVISION 05 - METALS
5 4. Fasten other materials to cold-formed metal framing by welding, bolting, or screw fastening in accordance with manufacturer's recommendations.

B. Reinforce, stiffen, and brace framing assemblies to withstand handling, delivery, and erection stresses. Lift fabricated assemblies to prevent damage or distortion.

C. Fabrication Tolerances: Fabricate assemblies to a maximum allowable tolerance variation from plumb, level, and true to line of 1/8-inch in 10- feet.

1. Spacing: Space individual framing members no more than plus or minus 1/8-inch from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finish materials.

2. Squareness: Fabricate each cold-formed metal framing assembly to a maximum out-of-square tolerance of 1/8-inch.

PART 3 - EXECUTION

3.1 EXAMINATION
A. Examine supporting substrates and abutting structural framing for compliance with requirements, including installation tolerances and other conditions affecting performance of cold-formed metal framing.

Do not proceed with installation until unsatisfactory conditions have been corrected.

3.2 PREPARATION
A. Grout bearing surfaces uniform and level to ensure full contact of bearing flanges or track webs on supporting concrete or masonry construction.

3.3 INSTALLATION
A. Cold-formed metal framing may be shop or field fabricated for installation or it may be field assembled.

B. Install cold-formed metal framing and accessories plumb, square, true to line, and with connections securely fastened, according to manufacturer's recommendations.

1. Cut framing members by sawing or shearing, do not torch cut.

2. Fasten cold-formed metal framing members by welding or screw fastening, as standard with fabricator. Wire tying of framing members is not permitted.
a. Comply with AWS requirements and procedures for
welding, appearance and quality of welds, and methods
used in correcting welding work.

DIVISION 05 - METALS
6 b. Locate mechanical fasteners and install according to manufacturer's instructions with screws penetrating joined members by not less than 3 exposed screw threads.

C. Install framing members in one-piece lengths, unless splice connections are indicated for track or tension members.

D. Provide temporary bracing and leave in place until framing is permanently stabilized.

E. Do not bridge building expansion and control joints with cold-formed metal framing. Independently frame both sides of joints.

F. Erection Tolerances: Install cold-formed metal framing to a maximum allowable tolerance variation from plumb, level, and true to line of 1/8- inch in 10-feet.

1. Space individual framing members no more than plus or minus 1/8-inch from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials.

G. Install continuous top and bottom tracks sized to match studs. Align tracks accurately and securely anchor at corners and ends, and at 24- inches on center for powder-driven anchors, 32-inches on center for expansion anchors unless noted otherwise on contract drawings.

H. Securely seat studs against webs of top and bottom tracks. Fasten both flanges to studs at top and bottom track. Space studs as indicated.

I. Set studs plumb, except as required for diagonal bracing for nonplumb walls or warped surfaces.

J. Align studs vertically where wall framing continuity is interrupted by floor framing. Where studs cannot be aligned, continuously reinforce track to transfer loads.

K. Anchor studs abutting structural columns or walls to supporting structure.

L. Install headers over wall openings wider than the stud spacing. Locate headers above openings as indicated. Fabricate headers of compound shapes, complete with clip-angle connectors, web stiffeners, or gusset plates.

1. Frame wall openings with not less than a double stud at each jamb of frame.

2. Install runner tracks and jack studs above and below wall openings. Anchor tracks to jamb studs with clip angles or by welding, and space jack studs same as full height wall studs.

M. Install supplementary framing, blocking, and bracing in stud framing indicated to support fixtures, equipment, services, casework, furnishings,

DIVISION 05 - METALS
7 and similar work requiring attachment to framing.

N. Install deflection track where studs are attached to building structure to allow for building slab deflection without transmitting forces to metal studs.

O. Install horizontal bridging in stud system, spaced in rows not more than 48-inches apart. Fasten at each stud intersection.

P. Install miscellaneous framing and connections, including supplementary framing, web stiffeners, clip angles, continuous angles, anchors, and fasteners, to provide a complete and stable wall framing system.

Q. Provide hole reinforcing plate over web penetrations that exceed the size of the stud manufacturer’s standard punched openings.

Unreinforced penetrations shall be a minimum of 24 inches on center and 10 inches clear from end of stud.

R. Where welding to create framing assemblies, weld in alternating patterns along length to reduce overheating.

S. Center joints or plywood accurately over supports and fastened into studs. Protect all plywood from moisture by use of all required waterproof covering until the plywood has in turn been covered by the next succeeding component or finish.

3.4 FABRICATED WALL PANEL INSTALLATION
A. Install fabricated wall panels and securely anchor to supporting structure.

B. Erection Tolerances: Bolt or weld wall panels at horizontal and vertical junctures to produce flush, even, true to line joints.

1. Maximum variation in plane and true position between prefabricated assemblies shall not exceed 1/16-inch.

3.5 REPAIRS AND PROTECTION
A. Galvanizing Repair: Prepare and repair damaged galvanized coatings on fabricated and installed cold-formed metal framing with galvanized repair paint according to ASTM A780.

B. Provide final protection and maintain conditions in a manner acceptable to manufacturer and installer to ensure that cold formed metal framing is without damage or deterioration at time of Substantial Completion.

END OF SECTION

DIVISION 06 - METALS, PLASTICS, & COMPOSITES
1 SECTION 06 1000 - ROUGH CARPENTRY
PART 1 - GENERAL

1.1 GENERAL
A. The requirements/provisions of the General and Supplementary Conditions and Division 1 Specification Section shall apply to this section.

1.2 DESCRIPTION OF WORK
A. The work included under this section consists of furnishing all material, supplies, equipment, tools, transportation and facilities and performing all labor and services necessary for, required in connection with or properly incidental to furnishing and installing rough carpentry, as described in this section of the specifications, shown on the accompanying drawings, or reasonably implied therefrom.

B. Work Included:

1. Furnishing and installing wood framing and sheathing

2. Furnishing and installing glu-lam beams

3. Furnishing and installing plywood sheathing

4. Furnishing and installing light gage metal connectors

5. Furnishing and installing bolts, lag screws, washers, spikes and nails necessary for connecting wood framing and sheathing

6. Installing miscellaneous metal connectors

7. Temporary bracing
C. Related Work Specified Elsewhere:

1. Concrete Formwork; Section 03 1000

2. Structural Steel and Miscellaneous Iron; Section 05 1200

1.3 REFERENCE STANDARDS
A. The following is a list of reference standards referred to in this portion of the specifications.

1. ASTM A307, "Specification for Carbon Steel Externally Threaded Standard Fasteners"

2. W.C.L.I.B., "Standard Grading and Dressing Rules No. 17."

3. Federal Specification FF-N-105B with Interim Amendment 4.

1.4 QUALITY ASSURANCE
A. Codes and Standards: Comply with all Federal, State and Local Codes and Safety Regulations. In addition, comply with the provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified:

DIVISION 06 - METALS, PLASTICS, & COMPOSITES
2 1. California Building Code, current governing edition.

2. National Forest Products Association, "National Design Specification for Wood Construction", current edition.

3. American Plywood Association, "U.S. Product Standard PS1-09"

4. American Institute of Timber Construction, American National Standard ANSI/AITC A190.1-2012 for Wood Products-Structural Glued Laminated Timber"
B. Grade marks:

1. All framing lumber shall be identified by the grade stamp of the West Coast Lumber Inspection Bureau.

2. All plywood shall be identified as to species, grade, and glue type, and shall bear the identification grade mark of the American Plywood Association.

3. All glu-lam beams shall be stamped with an AITC product quality mark.

C. Certificates of Conformance: The Contractor shall provide AITC Certificate of Conformance for glu-lam beams in accordance with the requirements of Part 1.05, "Submittals", of this Specification Section.

D. Testing and Inspection:

1. The Owner shall employ an independent testing laboratory or the Engineer as the Owner's agent to perform the inspections and tests shown on the contract drawings and submit certified test results. The Contractor will cooperate with and notify Owner's agent at least 24 hours in advance of inspections required:

1.5 SUBMITTALS
A. General Requirements

1. Submittals shall be made to Architect in accordance with the requirements of Division 1 General Requirements of these specifications.

2. Construction of wood framing, glu-lam erection, and sheathing shall not begin until Contractor has received submittals reviewed by Architect governing all aspects of the intended work.

B. Shop Drawings: Shop drawings for glu-lam beam fabrication shall be submitted that show beam lengths, sizes, camber, seat cuts, notches, and all details of fabrication including, grade, type of glue, combination type, appearance grade, and type of wrapping.

C. Product Data: Manufacturer's catalog sheets including instructions for use and description of application shall be provided on each of the following materials:

DIVISION 06 - METALS, PLASTICS, & COMPOSITES
3 1. Light gage metal connectors
D. Certificates of Conformance: The Contractor shall provide a Certificate of Conformance meeting the requirements of AITC for all glu-lam beams.

1.6 DELIVERY, STORAGE AND HANDLING
A. Deliver and store lumber glu-lam beams on sleepers and cover for protection. See general conditions for additional delivery and storage requirements.

B. Glu-lam beams shall be individually wrapped for delivery.

1.7 SEQUENCING AND SCHEDULING
A. Obtain information and instructions from other trades and suppliers in ample time to schedule and coordinate the installation of items furnished by them to be installed prior to or in conjunction with rough carpentry so provision for their work can be made without delaying the project.

B. Do any cutting and repairing made necessary by failure or delay in complying with these requirements, at no cost to Owner.

PART 2 - PRODUCTS

2.1 FRAMING
A. General: Framing shall be Douglas Fir Coast Region, conforming to West Coast Lumber Inspection Bureau Standard Grading and Dressing Rule No. 17, as amended to date.

1. 2x, 3x, 4x, plates, joists, purlins and beams, No. 1 and better (1200F-b), Para. 123-b, unless noted otherwise on the drawings.

2. 2x, 3x, 4x, joists, purlins and beams, Select Structural (1500F-b), 123-a, where noted on the drawings.

3. 6x beams, Dense No. 1 (1550F-b). Para 130-bb.

4. 2x, 3x, 4x ledgers, No. 1 (1000F-b), Para. 123-b, unless noted otherwise on the drawings.

5. 4x4 posts, No. 1 (1500F-c), Para. 124-b, unless noted otherwise on the drawings.

6. 4x6 posts, No. 1 (1500F-c), Para. 123-b, unless noted otherwise on the drawings.

7. 6x6 and larger posts, Dense No. 1, (1200F-c), Para. 131-bb.

8. 2x, 3x studs and blocking, No. 1 (1000F-b), Para. 123-b.

9. Foundation plates: Pressure treated Douglas Fir No. 1.

B. All framing lumber 6" or larger in the least dimension shall be F.O.H.C.

DIVISION 06 - METALS, PLASTICS, & COMPOSITES
4 2.2 PLYWOOD
A. General: Plywood shall conform to U.S. Product Standard PS 1-09, American Plywood Association. Each sheet shall be stamped with the PS and/or APA grademark.

B. Roof Plywood

1. Shall be 5 ply exposure 1, CDX, span rating 32/16, Species Group 2 or better.

2. Shall be 5 ply exposure 1, Structural I span rating 32/16, Species Group 1.

C. Wall Plywood

1. Shall be exterior type, T1-11 A-C span rating 16 o.c. Species Group 1 with grooves at 8" o.c.

2. Shall be 3 ply exposure 1, CDX, span rating 24/0, Species Group 2 or better.

3. Shall be 4 ply exposure 1, Structural I, span rating 32/16, Species Group 1.

D. Floor Plywood

1. Shall be exposure 1, Sturd-I-Floor, span rating 24 o.c.

2. Shall be exposure 1, Sturd-I-Floor, span rating 48 o.c.

3. Shall be exposure 1, Sturd-I-Floor, span rating 20 o.c.

2.3 LAMINATED MEMBERS
A. Laminated members not exposed to weather shall be Douglas Fir Coast Region unless noted otherwise on contract drawings. Members shall be in conformance with the Standard Specifications for Structural Glued Laminated Timber per ANSI A190.1 - 2012. Laminations shall conform to West Coast Lumber Inspection Bureau Standard Grading and Dressing Rule No. 17, as amended to date.

1. Glu-lam beams shall be industrial grade unless noted otherwise on the contract drawings.

2. AITC combination symbol 24F-V4, laminations DF/DF for simple span beams.

3. AITC combination symbol 24F-V8, laminations DF/DF at continuous span beams and cantilevers.

B. Laminated members exposed to weather shall be Alaska Cedar in conformance with the Standard Specifications for Structural Glued Laminated Timber per ANSI A 190.1-2012.

1. Glu-lam beams shall be appearance grade.

2. AITC combination symbol 2OF-V12, laminations AC/AC for simple span beams.

2.4 ENGINEERED WOOD MEMBERS

DIVISION 06 - METALS, PLASTICS, & COMPOSITES
5 A. Laminated-Veneer Lumber: A composite of wood veneers with grain primarily parallel to member lengths, manufactured with an exterior- type adhesive complying with ASTM D2559. Product has the following allowable design values as determined according to ASTM D5456:

1. Extreme Fiber Stress in Bending, Edgewise: 2900 psi for 12-inch nominal-depth members.

2. Modulus of Elasticity, Edgewise: 2,000,000 psi.

B. Parallel-Strand Lumber: A composite of wood strand elements with grain primarily parallel to member lengths, manufactured with an exterior-type adhesive complying with ASTM D2559. Product has the following allowable design values as determined according to ASTM D5456:

1. Headers, Beams, and Joists:
a. Extreme Fiber Stress in Bending, Edgewise: 2900 psi
b. Modulus of Elasticity, Edgewise: 2,200,000 psi

2. Columns:
a. Extreme Fiber Stress in Bending, Edgewise: 2400 psi
b. Modulus of Elasticity: 1,800,000 psi
C. Laminated Strand Lumber: A composite of flaked wood strands with grains primarily parallel to member lengths, manufactured with an exterior-type adhesive complying with ASTMD 2559. Product has the following allowable design values as determined according to ASTM D5456:

1. Headers, Beams, and Joists:
a. Extreme Fiber Stress in Bending, Edgewise: 2325 psi typical or 1700 psi where noted.
b. Modulus of Elasticity, Edgewise: 1,550,000 psi typical or 1,300,000 psi where noted.

2. Rim and Blocking:
a. Extreme Fiber Stress in Bending, Edgewise: 1700 psi typical or 2325 psi where noted.
b. Modulus of Elasticity, Edgewise: 1,300,000 psi typical or 1,550,000 psi where noted.

3. Columns:
a. Extreme Fiber Stress in Bending, Edgewise: 1700 psi. b. Modulus of Elasticity, Edgewise: 1,300,000 psi.

2.5 LIGHT GAGE METAL CONNECTIONS
A. Light gage metal connectors shall be Simpson Company Strong Tie Connectors, or equal unless noted otherwise on the drawings.

2.6 NAILS
A. Nails shall be bright common wire nails, galvanized for exterior work and

DIVISION 06 - METALS, PLASTICS, & COMPOSITES
6 conform to Federal Specification FF-N-105B.

B. Nailing shall conform to CBC Table 2304.10.1 unless otherwise noted.

C. Nails in pressure treated lumber shall be hot dipped galvanized steel in compliance with ASTM A153.

2.7 SCREWS
A. Lag screws shall conform to ANSI/ASME Standard B18.2.1.

B. Wood screws shall conform to ANSI/ASME Standard B18.6.1.

2.8 BOLTS
A. Bolts: Bolts shall conform to ASTM A307, manufactured to American Standard Bolt and Nut dimensions with "Free Fit - Class 2" threads.

B. Anchor Bolts: Anchor bolts shall conform to ASTM F1554 grade 36.

C. Bolts in pressure treated lumber shall be hot dipped galvanized steel in compliance with ASTM A153.

2.9 PRESERVATIVE TREATMENT FOR WOOD
A. Preservative Treatment for Wood: Water-borne, non-arsenic, non- chromium type complying with AWPA Standard U1. Preservative treatment shall not contain pentachlorophenol, arsenic compounds, or creosote. In addition, the preservative treatment shall comply with the following:

1. Material: Paintable.

2. Comply with CARB limit on VOCs of 350 g/L using EPA Test Method 24.

3. Moisture Content: After treatment, re-dry wood to be used in enclosed locations to a moisture content of 19% or less.

4. Retreat all field cut ends and surfaces.

2.10 FIRE-RETARDANT-TREATED WOOD
A. Fire Retardant Treatment: Waterborne chemical treatment to comply with AWPA Standard P-5, achieve a flame spread index of 25 or less when tested in accordance with ASTM E84, and show no evidence of significant progressive combustion when the test is continued for an additional 20-minute period. Additionally, the flame front shall not progress more than 10.5 feet beyond the centerline of the burners at

DIVISION 06 - METALS, PLASTICS, & COMPOSITES
7 any time during the test. Use of ammonium phosphates is prohibited.

B. Apply in compliance with the applicable AWPA Standard for type of wood and application.

C. Provide fire retardant treatment for all wood noted on the Drawings to receive it.

D. Where treated items are indicated on the Drawings to receive a transparent or opaque paint finish, use a fire retardant treatment which will not bleed through or adversely affect the bond of the finish material.

E. Structural performance of fire retardant wood shall meet requirements of ASTM D5664 for lumber & ASTM D5516/D6305 for plywood.

F. Provide labeling in conformance with CBC Section 2303.2.4 on all fire treated material delivered to the job site.

G. Acceptable manufactures and products:
a. Koppers Performance Chemicals FirePRO
b. Hoover Treated Wood Products, Inc. Pyro-Guard
c. Hoover Treated Wood Products, Inc. Exterior Fire-X
d. Approved Equal
PART 3 - EXECUTION

3.1 GENERAL REQUIREMENTS
A. All framing operations shall conform to the requirements of the California Building Code.

B. Set horizontal and sloped members with crown up. Do not notch, bore or cut members for pipes, ducts, conduits, or other reasons except as shown on the drawings or as specifically approved by the Architect/Engineer. Make all bearings full and all blocking solid unless otherwise indicated on the drawings. Finish all bearing surfaces on which structural members are to rest so as to give sure and even support. Where framing members slope, cut or notch the ends as required to give uniform bearing surface.

C. Joists shall be set with the crowning edge up except at cantilevers.

D. Solid blocking shall be placed at ends of spans and over supports.

Cross-Bridging or solid blocking in spans shall not exceed 8 feet or less if shown on structural drawings.

DIVISION 06 - METALS, PLASTICS, & COMPOSITES
8 E. Furnish and set all columns and studs to size, centers, and locations indicated on the drawings. Unless marked otherwise, studs for furring and partitions shall be 2x4 or 2x6, set 16" o.c. plates on concrete floors shall not be set until the concrete is finished. Cripples shall be run to the floor plates.

F. Remove all wood, including form lumber, scrap lumber, shavings and sawdust in contact with ground. Leave no wood buried in any fill or backfill.

G. Furring and blocking shall be furnished and installed where required for reception of wallboard, formation or architectural features, concealment of pipes, conduits, ducts, attachment of supports for towel holders, toilet paper holders, and other fixtures. Contractor shall consult with the trades concerned and set furring and blocking they require.

H. Fire Blocking shall be installed as shown on drawings and in accordance with the applicable Building Code.

I. Framing of openings through walls, floors, attics, and roofs shall be provided for roof vents, mechanical equipment, lighting fixtures, ducts, etc. Where one or more joists are cut, the joists supporting the trimmers shall be framed in accordance with the drawings or if not detailed shall be doubled and well spiked. Where continuation of three or more joists is interrupted, the abutting headers and joists shall be reinforced with approved type of joists hangers.

J. Center joints or plywood accurately over supports and nail into solid wood. Protect all plywood from moisture by use of all required waterproof covering until the plywood has in turn been covered by the next succeeding component or finish.

K. Lumber not grade stamped, and lumber of improper grade, shall be removed from the job site and immediately replaced by grade stamped lumber of the proper grade.

L. Other Materials: All other lumber materials, not specifically described but required for the proper completion of the work, shall be new, first quality of their respective kinds and subject to the approval of the Architect/Engineer.

M. Where the plans do not require solid blocking or a tongue and groove connection at edges of plywood or OSB sheathing, the sheathing edges shall be supported with ply clips or ply cleats.

3.2 EXAMINATION
A. Surface Conditions: Prior to the work of this section, carefully inspect the

DIVISION 06 - METALS, PLASTICS, & COMPOSITES
9 installed work of other trades and verify that all such work has been so installed as to allow rough carpentry to produce surfaces to the required design.

3.3 WORKMANSHIP
A. All rough carpentry shall produce joints true, tight, and well nailed with all members assembled in accordance with the drawings and with all pertinent regulations.

B. Cut all wood members to fit. Do not shim.

C. Erect all members straight, plumb and accurately located.

D. Carefully select all structural members. Select individual pieces so that knots and obvious defects will not interfere with making proper connections. Lumber may be rejected by the Architect, whether or not it has been installed, for excessive warp, twist, bow, or crook, or for mildew, fungus or mold as well as for improper cutting or fitting. Cut out and discard all defects which render a piece unable to serve its intended function.

3.4 INSTALLATION
A. Plates: Plates for partitions and walls shall be single at bottom and double at top. Splices in top plates shall be staggered not less than 48".

Where plates are cut for passing pipes and similar items, they shall be reinforced on both sides with 1/8"x3"x18" steel plates punched for 10d nails 6" on center, staggered.

B. Power Driven Inserts: Wherever furring of any kind is attached to concrete or masonry, including lower plates to floors, the members shall be secured with 1/4" power driven inserts. Plates anchored to concrete floors shall be attached with pins not over 3 feet on center. All studs on vertical furring shall be attached with pins not over 4 feet on center.

Each insert shall penetrate the concrete to a minimum of 1-1/2". Use washers with all inserts.

3.5 ERECTION
A. The Contractor will be responsible to erect the wood framing true to line and grade.

B. Temporary Bracing and Shoring:

1. The Contractor shall temporarily brace the wood framing in both directions and shall maintain walls, joists, beams, and other framing members plumb until the final connections of the framework and construction of diaphragms are complete.

DIVISION 06 - METALS, PLASTICS, & COMPOSITES
10 2. The Contractor shall provide such temporary shoring and additional bracing of wood framing as required to adequately and safely support any or all loads imposed upon the structure during construction.

3.6 CLEAN UP
A. In addition to the requirements of General Conditions, keep premises clean and clear of debris caused from this portion of the work. Failure to perform clean up within 24 hours notice by the Architect or General Contractor shall be considered adequate grounds for having the work done by others at this subcontractor's expense.

3.7 FIELD QUALITY CONTROL
A. Inspections: The Owner's agent will perform the inspections as shown on the contract drawings.

END OF SECTION

DIVISION 06 - WOODS, PLASTICS, & COMPOSITES
1 SECTION 06 1736 - PREFABRICATED OPEN WEB TRUSSES
PART 1 - GENERAL

1.1 APPLICABLE SECTIONS
A. The requirements/provisions of the General and Supplementary Conditions and Division 1 Specification Section shall apply to this section.

1.2 DESCRIPTION OF WORK
A. The work included under this section consists of designing, fabricating, and installing Open Web Trusses as described in this section of the specifications, shown on the accompanying drawings or reasonably implied therefrom, except as hereinafter specifically excluded, including, but not limited to these major items.

B. Work Included:

1. Design of all Open Web Trusses.

2. Fabrication and erection of all Open Web Trusses as shown or called on the contract drawings.

3. All loose material such as bolts, clips, nails, and bridging required in connection with the installation of Open Web Trusses.

4. All material that is supported by or attached to Open Web Trusses as required to trim openings shown on the architectural and structural drawings.

C. Related Work Specified Elsewhere:

1. Rough Carpentry; Section 061000

1.3 REFERENCE STANDARDS
A. The following is a list of reference standards referred to in this portion of the specification:

1. ASTM A307, "Specification for Carbon Steel Externally Threaded Standard Fasteners"

2. W.C.L.I.B. "Standard Grading and Dressing Rules No. 17"

3. 1.4 QUALITY ASSURANCE
A. Codes and Standards: Comply with all Federal, State, and Local codes and safety regulations. In addition, the fabrication and erection

DIVISION 06 - WOODS, PLASTICS, & COMPOSITES
2 of Open Web Trusses shall comply with all the applicable provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified:

1. "California Building Code", current governing edition.

2. National Forest Products Association, "National Design Specification for Wood Construction."
B. Qualifications:

1. Fabrication and erection of Open Web Trusses shall be by a manufacturer with 5 years minimum experience in the design, fabrication and erection of Open Web Trusses. The
manufacturer shall also have been in business to fabricate and erect Open Web Trusses continuously over the past 5 years. The design and detailing of Open Web Trusses shall be prepared, stamped, and signed by a registered civil engineer of the state of California.

C. Testing and Inspection:

1. General:
a.All materials and work shall be subject to inspection at the fabricating shop, and at the building site. Material or workmanship not complying fully with the drawings and
specifications will be rejected.
b.If the inspector, through oversight or otherwise, has accepted material or work which is defective or contrary to specifications, this material or work, regardless of state of completion, may be rejected.

2. Owner: The Owner shall employ an independent testing agency or the Engineer as the Owner's agent to perform the inspections and tests shown on the contract drawings and submit certified test results. The contractor will cooperate with and notify Owner's agent at least 48 hours in advance of inspections required.

1.5 SUBMITTALS
A. General Requirements:

1. Submittals shall be made to Architect in accordance with the requirements of Division 1, General Requirements of these specifications.

2. Construction, and fabrication or ordering of materials shall not begin until Contractor has received submittals reviewed by Architect governing all aspects of the intended work.

DIVISION 06 - WOODS, PLASTICS, & COMPOSITES
3 B. Shop Drawings:

1. Shop drawings shall show the complete open web truss plan layout. The shop drawings shall provide an elevation of each different type of joist showing dimensional layout, member sizes, type of material and connection details. The shop drawings shall also show all miscellaneous details including continuous bridging and diagonal bracing details. The shop drawings shall include specifications for all materials to be used in joist fabrication and erection. The allowable stresses for each type of material shall also be shown.

2. Complete design calculations and/or design verification tests shall be furnished along with the shop drawings. The calculations shall show all stresses in members and connections for design loads including dead loads, live loads, wind loads, etc. specified by the California Building Code and these specifications.

Deflections for all members due to design loads shall also be included.

3. Calculations and shop drawings shall be prepared and signed by a civil or structural engineer, registered in the State of California.

4. Joist manufacturer shall obtain all necessary approvals from the public agencies governing construction.

PART 2 - PRODUCTS

2.1 DESIGN
A. Design of Open Web Trusses, bridging, and diagonal bracing shall be in strict accordance with the California Building Code.

B. Open Web Truss depths and layout shall be as called or shown on the structural drawings. Diagonal or continuous bridging shall be of a size and layout required by design and shown on the shop drawings. The joist designer shall coordinate the size and location of bridging as required to brace joists.

C. Open Web Trusses shall be supplied by the same fabricator (manufacturer) to insure uniformity of details and appearance.

D. It is the intent of the drawings and these specifications that the Open Web Trusses provide a neat uniform appearance as accepted by the Architect.

E. Design Loads: See Contract Drawings

DIVISION 06 - WOODS, PLASTICS, & COMPOSITES
4 F. Maximum Allowable Deflections:

Level Location Live
Load
Dead + Live
Load
Maximum
Roof Interior Span L/360 L/240 1”

2.2 MATERIALS
A. Materials for fabrication of Open Web Trusses shall be in accordance with the Specifications shown on the shop drawings prepared by the joist design engineer.

B. All lumber shall conform to the “Standard Grading and Dressing rules #17", and as specified by the truss design engineer.

C. Flanges shall be machine stress rated and shall have a moisture content of between 7 and 16 percent at time of fabrication.

2.3 TOLERANCES
A. Joists shall be manufactured to the following tolerances:

1. Depth = +/- 1/8 inch

2. Flange Width = +/- 1/16 inch

3. Length bearing to bearing = +/-1/8” for truss up to 30 ft, +/-1/4” for truss more than 30 ft

4. Camber = trusses up to 30 ft. : +/-1/8”, trusses >30 ft. to 60 ft. : +/- 3/8”, trusses > 60 ft. to 120 f t. : +/- 1/2"

2.4 IDENTIFICATION
A. Each of the trusses shall be identified by a stamp indicating the truss series, ICC ES evaluation report number, manufacturer's name, plant number, date of fabrication, and the independent inspection agency’s logo.

PART 3 - EXECUTION

3.1 INSTALLTION
A. The open-web trusses, if stored prior to installation, shall be stored in a vertical position and protected from the weather. They shall be handled with care so they are not damaged. They are to be installed in accordance with the plans, and any drawings and installation suggestions. Temporary construction loads that cause stresses beyond design limits are not permitted. Installation bracing is required to keep

DIVISION 06 - WOODS, PLASTICS, & COMPOSITES
5 trusses straight and plumb, and to ensure adequate lateral support for the individual trusses and the entire system until the sheathing material has been applied.

3.2 INSTALLATION REVIEW
A. Prior to enclosing the trusses, the Contractor shall give notification to the open-web truss manufacturer representative to provide an opportunity for review of the installation.

3.3 WORKMANSHIP
A. The workmanship shall be of the highest quality found in contemporary structural work.

3.4 ERECTION
A. The Contractor will be responsible to erect the Open Web Trusses plumb and true to line and grade.

B. Handling and erection shall be in accordance with these specifications and the referenced standards. Open Web Trusses and accessories shall be protected from harmful elements when stored at the job site.

Store above the ground on platforms, pallets, or similar support. Keep trusses free of dirt and other deleterious matter.

C. Replace all joists damaged by shipping, storage, or erection.

D. Erection shall be by an installer fully familiar with the manufacturer's product and having previous installation experience.

E. Temporary Bracing and Shoring:

1. The Contractor shall temporarily brace the Open Web Trusses in both directions until the final connections of the framework and construction of diaphragms are complete.

2. The Contractor shall provide such temporary shoring and additional bracing of structural frame as required to adequately and safely support any or all loads imposed upon the structure during construction.

END OF SECTION

DIVISION 06 - WOODS, PLASTICS, & COMPOSITES
1 SECTION 06 1900 GANG NAIL WOOD TRUSSES
PART 1 –GENERAL

1.1 APPLICABLE SECTIONS
A. The requirements/provisions of the General and Supplementary Conditions and Division 1 Specification Section shall apply to this section.

1.2 DESCRIPTION OF WORK
A. The work included under this section consists of designing, fabricating, and installing gang nail wood trusses as described in this section of the specifications, shown on the accompanying drawings or reasonably implied therefrom, except as hereinafter specifically excluded, including, but not limited to these major items.

B. Work Included:

1. Design of all gang nail wood trusses.

2. Fabrication and erection of all gang nail wood trusses as shown or called on the contract drawings.

3. All loose material such as bolts, clips, nails, and bridging required in connection with the installation of gang nail wood trusses.

4. All material that is supported by or attached to gang nail wood trusses as required to trim openings shown on the architectural and structural drawings.

C. Related Work Specified Elsewhere:

1. Rough Carpentry; Section 06 1000

1.3 REFERENCE STANDARDS
A. The following is a list of reference standards referred to in this portion of the specification:

1. ASTM A307, "Specification for Carbon Steel Externally Threaded Standard Fasteners"

2. ASTM A653, "Specification for Steel Sheet, Zinc Coated by the Hot-Dip Process, Structural Quality"

3. W.C.L.I.B., "Standard Grading and Dressing Rules No. 17"

1.4 QUALITY ASSURANCE
A. Codes and Standards: Comply with all Federal, State, and Local codes and safety regulations. In addition, the fabrication and erection of gang nail wood trusses shall comply with all the applicable provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified:

DIVISION 06 - WOODS, PLASTICS, & COMPOSITES
2 1. "Uniform Building Code", current governing edition.

2. National Forest Products Association, "National Design Specification for Wood Construction."

3. Control Manual by the Truss Plate Institute. (T.P.I) B. Qualifications:

1. Fabrication and erection of gang nail wood trusses shall be by a manufacturer with 5 years minimum experience in the design, fabrication and erection of gang nail wood trusses. The manufacturer shall also have been in business to fabricate and erect gang nail wood trusses continuously over the past 5 years.

2. The design and detailing of gang nail wood trusses shall be prepared, stamped, and signed by a registered civil engineer of the state of California.

C. Testing and Inspection:

1. General:
a.All materials and work shall be subject to inspection at the fabricating shop, and at the building site. Material or workmanship not complying fully with the drawings and
specifications will be rejected.
b.If the inspector, through oversight or otherwise, has accepted material or work which is defective or contrary to specifications, this material or work, regardless of state of completion, may be rejected.

2. Owner: The Owner shall employ an independent testing agency or the Engineer as the Owner's agent to perform the following inspections and tests, and submit certified test results. The contractor will cooperate with and notify Owner's agent at least 48 hours in advance of inspections required.
a.The Owner's agent will make field inspections and perform testing in accordance with the requirements of Part 3, "Execution" of this specification section.

1.5 SUBMITTALS
A. General Requirements:

1. Submittals shall be made to Architect in accordance with the requirements of Section 01 30 00, "Shop Drawings, Product Data and Samples" of these

DIVISION 06 - WOODS, PLASTICS, & COMPOSITES
3 specifications.

2. Construction, and fabrication or ordering of materials shall not begin until Contractor has received submittals reviewed by Architect governing all aspects of the intended work.

B. Shop Drawings:

1. Shop drawings shall show the complete gang nail wood truss plan layout.

The shop drawings shall provide an elevation of each different type of truss showing dimensional layout, member sizes, type of material and connection details. The shop drawings shall also show all miscellaneous details including continuous bridging and diagonal bracing details. The shop drawings shall include specifications for all materials to be used in truss fabrication and erection. The allowable stresses for each type of material shall also be shown.

2. Complete design calculations and/or design verification tests shall be furnished along with the shop drawings. The calculations shall show all stresses in members and connections for design loads including dead loads, live loads, wind loads, etc. specified by the Uniform Building Code and these specifications. Deflections for all members due to design loads shall also be included.

3. Calculations and shop drawings shall be prepared and signed by a civil or structural engineer, registered in the State of California.

4. Truss manufacturer shall obtain all necessary approvals from the public agencies governing construction.

PART 2 –PRODUCTS

2.1 DESIGN
A. Design of gang nail wood trusses, bridging, and diagonal bracing shall be in strict accordance with the Uniform Building Code and the "Control Manual" for the Truss Plate Institute.

B. Gang nail wood truss depths and layout shall be as called or shown on the structural drawings. Diagonal or continuous bridging shall be of a size and layout required by design and shown on the shop drawings. The truss designer shall coordinate the size and location of bridging as required to brace trusses.

C. Gang nail wood trusses shall be supplied by the same fabricator (manufacturer) to insure uniformity of details and appearance.

D. It is the intent of the drawings and these specifications that the gang nail wood trusses provide a neat uniform appearance as accepted by the Architect.

DIVISION 06 - WOODS, PLASTICS, & COMPOSITES
4 E. Design Loads: See Contract Drawings.

F. Maximum Allowable Deflections:

ROOF FLOOR
Dead+ Dead+
Live Load Live Load Live Load Live Load Maximum
Cantilever Span L/300 L/180 L/600 L/240 1" max.

Interior Span L/360 L/240 L/600 L/240 1" max.

2.2 MATERIALS
A. Materials for fabrication of gang nail wood trusses shall be in accordance with the Specifications shown on the shop drawings prepared by the truss design engineer.

B. Steel Side Plates: Steel side plates shall conform to ASTM A653.

C. All lumber shall conform to the " Standard Grading and Dressing rules #17", and as specified by the truss design engineer.

D. Machine Bolts: Machine bolts (MB) shall conform to ASTM A307, manufactured to American Standard Bolt and Nut dimensions with "Free Fit - Class 2" threads.

PART 3 –EXECUTION

3.1 WORKMANSHIP
A. The workmanship shall be in accordance with the "Control Manual", of the Truss Plate Institute designated in this Section, and shall be of the highest quality found in contemporary structural work.

3.2 ERECTION
A. The Contractor will be responsible to erect the gang nail wood trusses plumb and true to line and grade.

B. Handling and erection shall be in accordance with these specifications and the referenced standards. Gang nail wood trusses and accessories shall be protected from harmful elements when stored at the job site. Store above the ground on platforms, pallets, or similar support. Keep trusses free of dirt and other deleterious matter.

C. Replace all trusses damaged by shipping, storage, or erection.

D. Erection shall be by an installer fully familiar with the manufacturer's product and having previous installation experience.

DIVISION 06 - WOODS, PLASTICS, & COMPOSITES
5 E. Temporary Bracing and Shoring:

1. The Contractor shall temporarily brace the gang nail wood trusses in both directions until the final connections of the framework and construction of diaphragms are complete.

2. The Contractor shall provide such temporary shoring and additional bracing of structural frame as required to adequately and safely support any or all loads imposed upon the structure during construction.

3.3 FIELD QUALITY CONTROL
A. Inspections: The Owner's agent will perform the following inspections:

1. Framing Inspection: The Owner's agent will inspect the completed framing and connector installation to ensure th at gang nail wood truss work is in accordance with the contract documents, and the wood truss shop drawings.

END OF SECTION

DIVISION 06 - WOODS, PLASTICS, & COMPOSITES
1 SECTION 06 1960 - PREFABRICATED WOOD I-JOISTS
PART 1 - GENERAL

1.1 APPLICABLE SECTIONS
A. The requirements/provisions of the General and Supplementary Conditions and Division 1 Specification Section shall apply to this section.

1.2 DESCRIPTION OF WORK
A. The work included under this section consists of designing, fabricating, and installing OSB web joists as described in this section of the specifications, shown on the accompanying drawings or reasonably implied therefrom, except as hereinafter specifically excluded, including, but not limited to these major items.

B. Work Included:

1. Design of all Wood I-Joists.

2. Fabrication and erection of all Wood I-Joists as shown or called on the contract drawings.

3. All loose material such as bolts, clips, nails, and bridging required in connection with the installation of Wood I-Joists.

4. All material that is supported by or attached to Wood I-Joists as required to trim openings shown on the architectural and structural drawings.

C. Related Work Specified Elsewhere:

1.Rough Carpentry; Section 06 1000

1.3 REFERENCE STANDARDS
A. The following is a list of reference standards referred to in this portion of the specification:

1. ASTM A307, "Specification for Carbon Steel Externally Threaded Standard Fasteners"

2. W.C.L.I.B. "Standard Grading and Dressing Rules No. 17"

1.4 QUALITY ASSURANCE
A. Codes and Standards: Comply with all Federal, State, and Local codes and safety regulations. In addition, the fabrication and erection of Wood I-Joists shall comply with all the applicable provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified:

DIVISION 06 - WOODS, PLASTICS, & COMPOSITES
2 1."California Building Code", current governing edition.

2. National Forest Products Association, "National Design Specification for Wood Construction."
B. Qualifications:

1. Fabrication and erection of Wood I-Joists shall be by a manufacturer with 5 years minimum experience in the design, fabrication and erection of Wood I-Joists. The manufacturer shall also have been in business to fabricate and erect Wood I- Joists continuously over the past 5 years.

2. The design and detailing of Wood I-Joists shall be prepared, stamped, and signed by a registered civil engineer of the state of California.

C. Testing and Inspection:

1.General:
a. All materials and work shall be subject to inspection at the fabricating shop, and at the building site. Material or workmanship not complying fully with the drawings and
specifications will be rejected.
b. If the inspector, through oversight or otherwise, has accepted material or work which is defective or contrary to specifications, this material or work, regardless of state of completion, may be rejected.

2. Owner: The Owner shall employ an independent testing agency or the Engineer as the Owner's agent to perform the inspections and tests shown on the contract drawings and submit certified test results. The contractor will cooperate with and notify Owner's agent at least 48 hours in advance of inspections required.

1.5 SUBMITTALS
A. General Requirements:

1. Submittals shall be made to Architect in accordance with the requirements of Division 1, General Requirements of these specifications.

2. Construction, and fabrication or ordering of materials shall not begin until Contractor has received submittals reviewed by Architect governing all aspects of the intended work.

B. Shop Drawings:

1. Shop drawings shall show the complete I-joist plan layout. The shop drawings shall provide an elevation of each different type of joist showing dimensional layout, member sizes, type of material and connection details. The shop drawings shall also show all miscellaneous details including continuous bridging and

DIVISION 06 - WOODS, PLASTICS, & COMPOSITES
3 diagonal bracing details. The shop drawings shall include specifications for all materials to be used in joist fabrication and erection. The allowable stresses for each type of material shall also be shown.

2. Complete design calculations and/or design verification tests shall be furnished along with the shop drawings. The
calculations shall show all stresses in members and connections for design loads including dead loads, live loads, wind loads, etc. specified by the California Building Code and these specifications. Deflections for all members due to design loads shall also be included.

3. Calculations and shop drawings shall be prepared and signed by a civil or structural engineer, registered in the State of California.

4. Joist manufacturer shall obtain all necessary approvals from the public agencies governing construction.

PART 2 - PRODUCTS

2.1 DESIGN
A. Design of Wood I-Joists, bridging, and diagonal bracing shall be in strict accordance with the California Building Code.

B. Wood I-Joist depths and layout shall be as called or shown on the structural drawings. Diagonal or continuous bridging shall be of a size and layout required by design and shown on the shop drawings. The joist designer shall coordinate the size and location of bridging as required to brace joists.

C. Wood I-Joists shall be supplied by the same fabricator (manufacturer) to insure uniformity of details and appearance.

D. It is the intent of the drawings and these specifications that the Wood I- Joists provide a neat uniform appearance as accepted by the Architect.

E. Design Loads: See Contract Drawings
F. Maximum Allowable Deflections:

Level Location Live
Load
Dead + Live
Load
Maximum
Roof Cantilever
Span
L/300 L/180 1”
Interior Span L/360 L/240 1”

DIVISION 06 - WOODS, PLASTICS, & COMPOSITES
4 Floor Cantilever
Span
L/600 L/240 1"
Interior Span L/600 L/240 1”
G. Cantilever spans shall have identical limitations with L=2x overhang. 1 inch maximum

2.2 MATERIALS
A. Materials for fabrication of Wood I-Joists shall be in accordance with the Specifications shown on the shop drawings prepared by the joist design engineer.

B. All lumber shall conform to the “Standard Grading and Dressing rules #17", and as specified by the truss design engineer.

C. Flanges shall be laminated veneer lumber; machine stress rated and shall have a moisture content of between 7 and 16 percent at time of fabrication.

D. Joists shall be manufactured to the following tolerances:

1. Joist Depth = +/- 1/16 inch

2. Flange Width = +/- 1/16 inch
PART 3 - EXECUTION

3.1 WORKMANSHIP
A. The workmanship shall be of the highest quality found in contemporary structural work.

3.2 ERECTION
A. The Contractor will be responsible to erect the Wood I-Joists plumb and true to line and grade.

B. Handling and erection shall be in accordance with these specifications and the referenced standards. Wood I-Joists and accessories shall be protected from harmful elements when stored at the job site. Store above the ground on platforms, pallets, or similar support. Keep trusses free of dirt and other deleterious matter.

C. Replace all joists damaged by shipping, storage, or erection.

D. Erection shall be by an installer fully familiar with the manufacturer's product and having previous installation experience.

DIVISION 06 - WOODS, PLASTICS, & COMPOSITES
5 E. Temporary Bracing and Shoring:

1. The Contractor shall temporarily brace the Wood I-Joists in both directions until the final connections of the framework and construction of diaphragms are complete.

2. The Contractor shall provide such temporary shoring and additional bracing of structural frame as required to adequately and safely support any or all loads imposed upon the structure during construction.

END OF SECTION 06 1960

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
SECTION 06 4116 - PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

1.1 QUALITY ASSURANCE
A. Manufacturer's Qualifications: AWI's Quality Certification Program licensed participant.

B. Mockups for typical plastic-laminate cabinets.

1.2 PLASTIC-LAMINATE-CLAD CABINETS
A. Architectural Woodwork Standards Grade: Custom.

B. Type of Construction: Frameless.

C. Door and Drawer-Front Style: Flush overlay.

D. Laminate Cladding for Exposed Surfaces:

1. Horizontal Surfaces: Grade HGS.

2. Vertical Surfaces: Grade HGS.

3. Edges: Grade HGS.

E. Materials for Semiexposed Surfaces: High-pressure decorative laminate, NEMA LD 3, Grade VGS.

F. Drawer Sides/Backs: Solid hardwood lumber.

G. Drawer Bottoms: Hardwood plywood.

H. Provide dust panels where doors and drawers are locked.

1.3 MATERIALS
A. Fire-Retardant-Treated Materials: Where required by building construction type or the aurhority having jurisdiction.

B. Wood Materials:

1. Plastic Laminate Core: Medium Density Fiberboard (MDF): ANSI A208.2, MD

2. Veneer-Faced Panel Products (Hardwood Plywood): HPVA HP-1

3. Solid Hardwood Lumber: Maple, clear.

C. Cabinet Hardware:
1 DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

1. Hinges: Frameless, concealed.

2. Pulls: Wire.

3. Adjustable shelf supports.

4. Locks: Provide door and drawer locks in administration areas/offices only.

5. Exposed Hardware Finishes: Satin stainless steel.

END OF SECTION
2 DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
SECTION 06 6400 - PLASTIC PANELING

1.1 PLASTIC SHEET PANELING
A. Glass-Fiber-Reinforced Plastic Paneling:

1. Flame-Spread Index: 25 or less.

2. Surface Finish: Molded pebble texture.

3. Color: As selected.

1.2 ACCESSORIES
A. Trim Accessories: Vinyl extrusions.

1. Color: Match panels.

B. Adhesive: As recommended by paneling manufacturer.

C. Sealant: Mildew-resistant, neutral-curing silicone.

1.3 INSTALLATION
A. Installation Method: Adhesive and concealed mounting splines.

1. Fill grooves in trim accessories with sealant.

2. Maintain uniform space between panels and fill space with sealant.

END OF SECTION
1 DIVISION 07 - THERMAL AND MOISTURE PROTECTION
SECTION 07 4113.16 - STANDING-SEAM METAL ROOF PANELS

1.1 QUALITY ASSURANCE
A. Portable roll-forming equipment allowed.

B. Mockups.

1.2 WARRANTY
A. Special Warranty: Two years.

B. Finishes: 20 years.

C. Weathertightness: 20 years.

1.3 PERFORMANCE REQUIREMENTS
A. Structural Performance: ASTM E1592.

1. Wind Loads: As indicated within the drawings and/or
specifications/documents.

2. Other Loads: As indicated within drawings and/or
specifications/documents.

3. Deflection Limits: 1/240.

B. Air Infiltration: ASTM E1680 or ASTM E283.

C. Water Penetration: ASTM E1646 or ASTM E331.

D. Wind-Uplift Resistance: UL 580.

1. Uplift Rating: UL 90.

1.4 PRODUCTS
A. Standing-Seam Metal Roof Panels:

1. Profile: Trapezoidal rib, seamed joint.

2. Material: Metallic-coated steel sheet.

3. Exterior Finish: Three-coat fluoropolymer Mill.

4. Clips: Two-piece floating.

B. Accessories:
1 DIVISION 07 - THERMAL AND MOISTURE PROTECTION

1. Flashing and trim.

2. Gutters.

3. Downspouts.

4. Roof curbs.

1.5 MATERIALS
A. Self-adhering, high-temperature sheet underlayment over entire roof.

1.6 INSTALLATION
A. Watertight Installation: Sealant or tape at joints.

1.7 FIELD QUALITY CONTROL
A. Testing: By factory-authorized service representative.

END OF SECTION
2 DIVISION 07 - THERMAL AND MOISTURE PROTECTION
SECTION 07 5423 - THERMOPLASTIC-POLYOLEFIN (TPO) ROOFING

1.1 WARRANTY
A. Manufacturer's Materials and Workmanship Warranty: 30 years.

B. Installer's Warranty: Two years.

1.2 PERFORMANCE REQUIREMENTS
A. Wind Uplift Resistance:

1. Zone 1 (Roof Area Field): 56 psf.

2. Zone 2(Roof Area Perimeter): 78 psf.

3. Zone 3(Roof Area Corners): 91 psf.

B. FM Approvals' RoofNav Listing: Class 1A-120.

C. Exterior Fire-Test Exposure: Class A.

1.3 MATERIALS
A. Low-emitting adhesives and sealants.

B. TPO Roofing: ASTM D6878/D6878M, internally fabric- or scrim-reinforced, TPO sheet.

1. Thickness: 60 mils, nominal.

2. Color: White.

C. Sheet Flashing: Same as TPO sheet.

D. Substrate Board: Type X gypsum board.

E. Roof Insulation: Extruded-polystyrene Perlite Mineral wool board.

1. Tapered Insulation: 1/4 inch per foot.

F. Cover Board: Fiber-reinforced gypsum roof board.

G. Walkways: Pads.

1.4 INSTALLATION
A. Roof Insulation:
1 DIVISION 07 - THERMAL AND MOISTURE PROTECTION

1. Single Layer: Adhered.

2. Multi-Layered: Mechanically fastened base layer and full adhered secondary layer(s).

B. Membrane Roofing: Adhered .

1.5 FIELD QUALITY CONTROL
A. Testing Agency: Contractor engaged.

1. Electrical capacitance/impedance testing.

END OF SECTION
2 DIVISION 07 - THERMAL AND MOISTURE PROTECTION
SECTION 07 9200 - JOINT SEALANTS

1.1 WARRANTY
A. Installer Warranty: Two years.

B. Special Manufacturer's Warranty: Five years.

1.2 JOINT SEALANTS
A. Silicone joint sealants.

1. Exterior and Interior; horizontal traffic.

2. Exterior vertical and non-traffic horizontal.

B. Urethane joint sealants.

C. Silane-modified polymer joint sealants.

1. Interior high security movement vertical and non-traffic.

D. Mildew-resistant joint sealants.

1. Interior vertical and non-traffic within water areas of water producing fixtures or otherwise damp areas.

E. Latex joint sealants.

1. Interior vertical and non-traffic.

F. Epoxy joint sealants.

1. Interior non-movement high security vertical and non-traffic.

G. Acoustical joint sealants.

1. Interior vertical and horizontal non-traffic in acoustic assemblies.

H. Joint-sealant backing.

1.3 FIELD QUALITY CONTROL
A. Field-adhesion testing.

END OF SECTION
1 DIVISION 07 - THERMAL AND MOISTURE PROTECTION
2 DIVISION 08 - OPENINGS
SECTION 08 1113 - HOLLOW METAL DOORS AND FRAMES

1.1 PERFORMANCE REQUIREMENTS
A. Fire-rated assemblies.

B. Windborne-debris-impact-resistant doors and frames.

C. Ballistic-resistance rated assemblies; UL 752 Level 3.

1.2 INTERIOR STANDARD STEEL DOORS AND FRAMES
A. Extra-Heavy-Duty Doors and Frames: ANSI/SDI A250.8, Level 3.

1. Location: All areas unless noted otherwise.

2. Face: Metallic-coated steel sheet, minimum thickness of 0.053 inch.

3. Edge Construction: Model 2, Seamless.

4. Core: Vertical steel stiffener.

5. Frames: Full profile welded; metallic-coated steel sheet, minimum thickness of 0.053 inch.

6. Exposed Finish: Prime.

7. Ballistic Resistance: Where indicated provide UL 752 Level 3.

B. Maximum-Duty Doors and Frames: ANSI/SDI A250.8, Level 4.

1. Location: High security areas.

2. Face: Metallic-coated steel sheet, minimum thickness of 0.067 inch.

3. Edge Construction: Model 2, Seamless.

4. Core: Vertical steel stiffener.

5. Frames: Full profile welded; metallic-coated steel sheet, minimum thickness of 0.067 inch.

6. Exposed Finish: Prime.

7. Ballistic Resistance: Where indicated provide UL 752 Level 3.

1.3 EXTERIOR STANDARD STEEL DOORS AND FRAMES
A. Maximum-Duty Doors and Frames: ANSI/SDI A250.8, Level 4.

1. Face: Metallic-coated steel sheet, minimum thickness of 0.067 inch.

2. Edge Construction: Model 2, Seamless.

3. Core: Polyurethane .

4. Frames Full profile welded; metallic-coated steel sheet, minimum thickness of 0.067 inch.

5. Exposed Finish: Prime.
1 DIVISION 08 - OPENINGS

6. Ballistic Resistance: Where indicated provide UL 752 Level 3.

1.4 ACCESSORIES
A. Mullions and transom bars.

1.5 INSTALLATION
A. Metal-Stud Partitions: Frames filled insulation.

B. Concrete and Masonry Walls: Frames filled solid with grout.

END OF SECTION
2 DIVISION 08 - OPENINGS
SECTION 08 1416 - FLUSH WOOD DOORS

1.1 QUALITY ASSURANCE
A. Manufacturer and Vendor: FSC certified for chain of custody.

B. Manufacturer: Licensed participant in AWI's Quality Certification Program.

1.2 DOOR CONSTRUCTION, GENERAL
A. Quality Standard: Architectural Woodwork Standards.

1.3 FLUSH WOOD VENEER-FACED DOORS FOR TRANSPARENT FINISH A. Interior Solid-Core Doors :

1. Performance Grade: ANSI/WDMA I.S. 1A Extra Heavy Duty.

2. Architectural Woodwork Standards Grade: Premium.

3. Species: Select white maple.

4. Cut: Quarter sliced.

5. Match between Veneer Leaves: Book match.

6. Assembly of Veneer Leaves on Door Faces: Center-balance match.

7. Special Matching:
a. Pair and set match.

8. Core: Particleboard.

9. Construction: Five or seven plies, bonded.

10. Ballistic Resistance: Where indicated provide UL 752 Level 3. a. Provide core required to acheive indicated ballistic resistance rating.

1.4 LIGHT FRAMES AND LOUVERS
A. Light-Opening Frames:

1. Wood beads.

2. Wood-veneered beads for fire doors.

1.5 PRIMING/FINISHING
A. Factory Finishing: All doors.
1 DIVISION 08 - OPENINGS
B. Transparent Factory Finishes:

1. Architectural Woodwork Standards Grade: Premium.

2. Finish: catalyzed polyurethane.

END OF SECTION
2 DIVISION 08 - OPENINGS
SECTION 08 3613 - SECTIONAL DOORS

1.1 WARRANTY
A. Materials and Workmanship: Five years.

B. Finish: 20 years.

1.2 PERFORMANCE REQUIREMENTS
A. Design Wind Load: As indicated on Drawings.

B. Operability under specified wind load is required.

C. Windborne-debris impact-resistance performance.

D. Seismic Performance: ASCE/SEI 7.

1.3 SECTIONAL-DOOR ASSEMBLY
A. Aluminum sectional door.

B. Operation Cycles: 50,000.

C. Air Infiltration: Maximum rate of 0.4 cfm/sq. ft..

D. U-Value: 0.149 Btu/sq. ft. x h x deg F.

E. Aluminum Sections: Combination of glazed and solid panels as indicated on drawings.

F. Track Configuration: Standard-lift track system.

G. Weatherseals.

H. Windows.

I. Electric Door Operator:

1. Obstruction-detection device.

2. Features:
a. Vehicle detection operation.
b. Radio-control operation.
c. Door-timer operation.
d. Explosion- and dust-ignition-proof control wiring.
1 DIVISION 08 - OPENINGS

1.4 INSTALLATION
A. Factory-authorized service representative to perform startup service and testing and train Owner's personnel.

END OF SECTION
2 DIVISION 08 - OPENINGS
SECTION 08 5653 - SECURITY WINDOWS

1.1 PERFORMANCE REQUIREMENTS
A. Ballistics Resistance:

1. UL 752, Level 3.

1.2 PRODUCTS
A. Vision Security Windows: Framing on four sides and no operable sash or ventilator.

1. Framing Material: Aluminum.

B. Fixed, Transaction Security Windows:

1. Configuration: One fixed-glazed panelMultiple fixed-glazed panels.

2. Framing Material: SteelStainless steelAluminum.

3. Sill: Channel frameVoice-communication typeIntegral transaction drawer.

C. Horizontal-Sliding, Transaction Security Windows:

1. Configuration: One fixed-glazed panel and one sliding-glazed panelTwo sliding-glazed panels.

2. Operation: Manual open/manual closingManual open/self-closing.

3. Framing Material: SteelStainless steelAluminum.

4. Sill: Stainless steel channel frame.

D. Accessories:

1. Deal Trays: Recessed.

2. Package Exchanger: Manual Door interlocked allowing operation of one door at a time.

E. Finishes:

1. Aluminum: Class I, clear anodic.

2. Stainless Steel: Directional satin finish, ASTM A480/A480M, No. 4.

END OF SECTION
1 DIVISION 08 - OPENINGS
SECTION 08 7111 - DOOR HARDWARE (DESCRIPTIVE SPECIFICATION)

1.1 WARRANTY
A. Materials and Workmanship: Three years.

1.2 PRODUCTS
A. Antifriction-bearing hinges.

1. Base Metal:
a. Exterior Hinges: Stainless steel with stainless steel pin. b. Interior Hinges: Stainless steel with stainless steel pin. c. Hinges for Fire-Rated Assemblies: Stainless steel with stainless steel pin.

B. Gear-type continuous hinges.

C. Mechanical Locks and Latches: mortise locks.

D. Auxiliary Locks: mortise locks.

E. Electric strikes.

F. Exit locks and exit alarms.

G. Flush Bolts: Automatic flush bolts; dustproof strikes.

H. Exit Devices and Auxiliary Items:

1. Panic exit devices.
a. Rim
b. Concealed Vertical Rod

2. Electronic exit bars.

3. Outside trim.

4. Through-bolt fasteners.

I. Lock Cylinders: High security.

1. Construction cores.

J. Keying System:

1. Great-grand master key.
1 DIVISION 08 - OPENINGS

2. Cylinders keyed alike.

3. Keys: Nickel silver.

K. Key Control System:

1. Key Control Cabinet: Wall mounted.

2. Key lock boxes.

3. Key control system software.

L. Operating Trim: Stainless steel.

1. Push-pull plate.

M. Accessories for Pairs of Doors:

1. Coordinators.

2. Overlapping-with-gasket astragals.

N. Surface Closers: Cast aluminum.

O. Mechanical Stops and Holders:

1. Floor Stop: Rigid type.

2. Wall Bumper: Concave type.

3. Holder: Plunger type.

P. Electromagnetic stops and holders.

Q. Overhead Stops and Holders:

1. Concealed: nonfriction slide stopsandnonfriction slide holders.

2. Surface Mounted: nonfriction slide stopsnonfriction slide holders.

R. Door Gasketing:

1. Adhesive-backed perimeter gasketing.

2. Overlapping astragals for meeting stiles.

3. Door sweeps.

4. Door shoes.

5. Automatic door bottoms.

S. Thresholds:

1. Compressing-Top Thresholds: Aluminum.

2. Saddle Thresholds: Aluminum.

T. Metal Protective Trim Units: Stainless steel.

U. Auxiliary Door Hardware:
2 DIVISION 08 - OPENINGS

1. Silencers: For woodandmetal door frames.

V. Auxiliary Electrified Door Hardware: Boxed power suppliesmonitor strikesdoor position switchesanddoor and frame transfer devices.

1.3 MAINTENANCE SERVICE
A. Full-Maintenance Service: 12 months.

1.4 FIELD QUALITY CONTROL
A. Independent Architectural Hardware Consultant: Contractor engaged.

B. Occupancy Adjustment: After six months.

1.5 DOOR HARDWARE SCHEDULE
A. As indicated on drawings or within specifications/documents.

END OF SECTION
3 DIVISION 08 - OPENINGS
SECTION 08 8853 - SECURITY GLAZING
A. Glass Clad Polycarbonate security glazing.

1.2 WARRANTY
A. Glass-Clad Polycarbonate Security Glazing: Five years.

1.3 PERFORMANCE REQUIREMENTS
A. Engineering design of security glazing by Contractor.

1.4 MATERIALS
A. Silicone Glazing Sealants: Neutral curing, Class 100/50.

B. Glazing Tapes: Back-bedding-mastic type.

1.5 GLASS-CLAD POLYCARBONATE SECURITY GLAZING SCHEDULE
A. Security Glazing: Clear symmetrical glass-clad polycarbonate.

1. Basis of Design Product: Subject to compliance with requirements, provide Total Security Solutions TSS 005 L/S 1-5/8"

2. Ballistic Resistance, UL 752: Level 3 in accordance with UL 752.

END OF SECTION
1 DIVISION 09 - FINISHES
SECTION 09 5753 - SECURITY CEILING ASSEMBLIES

1.1 PRODUCTS
A. Security-Plank Security Ceiling System:

1. Single-Configuration Panels:
a. Material: Electrolytic zinc-coated steel.
b. Panel Width: 12 inches.
c. Perforation Pattern: Perforated.
d. Noise Reduction Coefficient: 0.80.

2. Sound-Absorptive Pads: Plastic-sheet-wrapped, mineral-fiber insulation.

3. Access panels.

4. Suspension system.

1.2 FIELD QUALITY CONTROL
A. Testing Agency: Contractor to engage special inspector to test hangers, anchors, and fasteners.

END OF SECTION
1 DIVISION 09 - FINISHES
SECTION 09 6519 - RESILIENT TILE FLOORING

1.1 PRODUCTS
A. Solid Vinyl Floor Tile: Printed film vinyl tile.

1. Surface: Embossed.

2. Thickness: 0.125 inch.

3. Size: 6 by 48 inches.

B. Installation Materials:

1. Trowelable leveling and patching compounds.

2. Adhesives.

END OF SECTION
1 DIVISION 09 - FINISHES
SECTION 09 6723 - RESINOUS FLOORING

1.1 PRODUCTS
A. Resinous Flooring :

1. Wearing Surface: Textured for slip resistance .

2. System Components:
a. Primer: 100 percent solids .
b. Body Coat(s):
1) Resin: Urethane.
2) Application Method: Self-leveling slurry with broadcast aggregates.
3) Number of Coats: One.
4) Thickness of Coats: 3/16 inch.
5) Aggregates: Manufacturer's standard.
c. Grout Coat:
1) Resin: Methyl methacrylate.
2) Formulation Description: 100 percent solids.
d. Topcoat: Sealing or finish coats.
1) Resin: Methyl methacrylate.
2) Number of Coats: One.
3) Finish: Matte.

B. Precast, Integral Cove Base: Adhesively applied.

1. Radius cove base, 4 inches high.

1.2 FIELD QUALITY CONTROL
A. Core sampling by Contractor.

END OF SECTION
1 DIVISION 09 - FINISHES
SECTION 09 6813 - TILE CARPETING

1.1 WARRANTY
A. Materials and Workmanship for Carpet Tile: 10 years.

1.2 PRODUCTS
A. Carpet Tile :

1. Fiber: 100 percent nylon 6.

2. Pile Characteristic: Engaged tufted pattern loop pile.

3. Density: 4,737 oz/cu. yd..

4. Pile Thickness: 0.228 inches.

5. Total Weight: 30 oz per sq. yd..

6. Size: 20 by 20 inches nominal.

7. Applied Treatments: Soil resistant Antimicrobial.

END OF SECTION
1 DIVISION 09 - FINISHES
SECTION 09 9600 - HIGH-PERFORMANCE COATINGS

1.1 MATERIALS, GENERAL
A. MPI-listed products.

1.2 EXTERIOR HIGH-PERFORMANCE COATING SCHEDULE
A. Concrete Substrates, Vertical Surfaces:

1. Epoxy-modified latex system.

B. CMU Substrates:

1. Pigmented polyurethane over high-build epoxy system.

C. Steel Substrates:

1. Pigmented polyurethane over self-priming epoxy system.

D. Galvanized-Metal Substrates:

1. Pigmented polyurethane over epoxy primer system.

1.3 INTERIOR HIGH-PERFORMANCE COATING SCHEDULE
A. Concrete Substrates, Vertical Surfaces:

1. Epoxy-modified latex system.

B. CMU Substrates:

1. Epoxy-modified latex system.

C. Steel Substrates:

1. Pigmented polyurethane over self-priming epoxy system.

D. Galvanized-Metal Substrates:

1. Epoxy over epoxy primer system.

E. Gypsum Board Substrates:

1. Epoxy-modified latex system.
1 DIVISION 09 - FINISHES

END OF SECTION
2 DIVISION 10 - SPECIALTIES
SECTION 10 5113 - METAL LOCKERS

1.1 PRODUCTS
A. Welded Athletic Lockers:

1. Configuration:
a. Single tier set above external drawer and hardwood bench top.
b. Single tier set above external drawer only.

2. Doors: Single, Plain with vent slots

3. Sides: Unperforated.

4. Bottoms: Reinforced.

5. Hinges: Manufacturer's standard.

6. Door Handle and Latch: Integral pull and padlock loop (box lockers).

7. Lock: No lock; padlock provided by user/owner.

8. Base: Legs with closed front and ends.

9. Tops: Flat (not sloping).

10. Ends: Finished end panels.

11. Material: Steel sheet, metallic coated.

END OF SECTION
1 DIVISION 10 - SPECIALTIES
SECTION 10 5143 - WIRE MESH STORAGE LOCKERS

1.1 PERFORMANCE REQUIREMENTS
A. Engineering design of storage lockers by Contractor.

1.2 PRODUCTS
A. Wire Mesh Storage Lockers:

1. Configuration:
a. Wall Mounted: 36w x 24d x 74-1/2h (inches).
b. Wall Mounted: 18W x 24d x 74-1/2h (inches)

2. Mesh: 1/4 inch diameter steel wire woven into 3 inch rectangular mesh.

3. Accessories:
a. Mesh door with padlock hasp.
b. Shelf: Adjustable

4. Finish: Powder coat.

END OF SECTION
1 DIVISION 10 - SPECIALTIES
SECTION 10 5613 - METAL STORAGE SHELVING

1.1 PRODUCTS
A. Four-Post Metal Storage Shelving :

1. Closed Type Weapons Storage:
a. Description: Weapons storage cabinet with modular,
stackable design with interior perforations accommodating multiple weapon types, gear, optics, and spare barrels. b. Construction: Fully welded, heavy-gauge cabinet.
c. Security: Retractable doors and locking bars complying with OPNAVINST 5540.13C, AR190-11, DOD5100.76-M.
d. Posts: Steel.
e. Doors: Diamond shaped mesh providing for full visibility of cabinet contents.
f. Shelves, Brackets, Rails, Supports, Bins: Steel components shall be powder coated to match cabinet; components in contact with weapons, gear, etc. shall be coated with black PVC coating or made with injection molded thermoplastic.
g. Steel Finish: powder coat.

END OF SECTION
1 DIVISION 11 - EQUIPMENT
SECTION 11 1916 - DETENTION GUN LOCKERS

1.1 PRODUCTS
A. Pistol Locker: Recessed mounted with 4; Vertical compartments.

1. Cabinets: Steel sheet.

2. Doors: Same as cabinet.

3. Locks: Cylinder.

END OF SECTION
1 DIVISION 12 - FURNISHINGS
SECTION 12 3553.13 - METAL LABORATORY CASEWORK

1.1 SUBMITTALS
A. Sample: Full-size base and wall cabinet.

1.2 PERFORMANCE REQUIREMENTS
A. Contractor to design laboratory casework installation.

B. Seismic Performance: ASCE/SEI 7.

1.3 CASEWORK, GENERAL
A. Product Standard: SEFA 8 M, "Laboratory Grade Metal Casework."

1.4 MATERIALS
A. Metal Cabinet Doors:

1. Flush metal.

B. Utility-Space Framing: Steel framing units consisting of two slotted channels connected at top and bottom by U-shaped brackets.

C. Laboratory Casework System: Integrated system that includes support framing, suspended modular cabinets, filler and closure panels, countertops, and fittings needed to assemble system.

D. Drawer and Door Locks: On all drawers and doors.

E. Countertops:

1. Stainless Steel: Type 304, with coved backsplash.

F. Shelves:

1. Stainless steel.

END OF SECTION
1 DIVISION 12 - FURNISHINGS
SECTION 12 3616 - METAL COUNTERTOPS

1.1 MATERIALS
A. Stainless-Steel Countertops: Type 304, with coved backsplash.

B. Stainless-Steel Wall Shelves: Type 304.

1.2 INSTALLATION
A. Field-Made Joints in Countertops: Not allowed.

END OF SECTION
1 DIVISION 12 - FURNISHINGS
SECTION 12 3661.19 - QUARTZ AGGLOMERATE COUNTERTOPS

1.1 QUARTZ AGGLOMERATE COUNTERTOPS
A. Front: Straight, slightly eased edge.

B. Backsplash: Eased edge.

C. Countertops: 3/4-inch- thick, quartz agglomerate.

1.2 INSTALLATION
A. Install on plywood subtops with adhesive.

END OF SECTION
1 DIVISION 31 –EARTHWORK
1 SECTION 31 6326 - DRILLED CAISSONS
PART 1 - GENERAL

1.1 APPLICABLE SECTIONS
A. The requirements/provisions of the General and Supplementary Conditions and Division 1 Specification Section shall apply to this section

1.2 DESCRIPTION OF WORK
A. The work included under this section consists of furnishing all materials, supplies, equipment, tools, transportation and facilities and performing all labor and services necessary for, required in connection with or properly incidental to drilling caissons, casing holes and dewatering prior to concrete placement as described in this section of the specifications, shown on the accompanying drawings or reasonably implied therefrom, except as hereinafter specifically excluded.

B. Work Included:

1. Drilling Caissons

2. Casing Holes

3. Dewatering
C. Related Work Specified Elsewhere:

1. Reinforcement; Section 03 2000

2. Cast-in-place Concrete; Section 03 3000

1.3 QUALITY ASSURANCE
A. The Contractor shall notify the Architect at least 48 hours in advance of any drilling operations to allow for arrangement of the Soils Engineer to make inspections in accordance with, "Field Quality Control," in Part 3 of this specification section.

1.4 SEQUENCING AND SCHEDULING
A. The Contractor shall obtain information and instructions from all trades and suppliers in ample time to schedule and coordinate the installation of items furnished by them to be embedded in concrete caissons.

PART 2 - PRODUCTS - See other portions of specifications.

DIVISION 31 –EARTHWORK
2 PART 3 - EXECUTION

3.1 DRILLING CAISSONS
A. All holes for caissons shall be drilled to the diameter and depth as shown on the plans.

1. All holes shall be examined for straightness and any hole that on visual inspection from the top shows less than one-half the diameter of the hole at the bottom of the hole shall be rejected. Suitable casings shall be furnished and placed when necessary to control water or to prevent caving of the hole as determined by the Soils Engineer.

2. All loose material existing at the bottom of the hole after drilling operations have been completed shall be removed before placing concrete in the hole.

3. Material resulting from drilling holes shall be disposed of at the Contractor's expense.

4. Drilling mud or chemical stabilizers shall not be used except when permitted by the Soils Engineer. Surface water shall not be permitted to enter the hole and all water that may have infiltrated in to the hole shall be removed before placing concrete therein.

B. Concrete Placement: The reinforcing steel cage shall be placed and secured symmetrically about the axis of the caisson and shall be securely blocked to clear the sides of the hole prior to placement of concrete.

1. Concrete shall be placed in drilled caissons the day of drilling.

2. Casings, if used in drilling operations, shall be removed from the hole as concrete is placed therein. The bottom of the casing shall be maintained not more than 5 feet nor less than one foot below the top of the concrete during withdrawal and placing operations, unless otherwise permitted by the Soils Engineer. Separation of the concrete during withdrawal operations shall be avoided by hammering or otherwise vibrating the casing.

3.2 FIELD QUALITY CONTROL
A. The Soils Engineer will perform inspections during drilling of caissons as specified below and Contractor will cooperate with and notify Soils engineer at least 48 hours in advance of inspections required:

1. Inspect drilling of caissons

END OF SECTION

Technology Design Specifications
City of Pismo Beach
New Public Safety Facility
November 10, 2022

Page 2 of 19 ends
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