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Daybreak Project CriteriaProject Design and Construction Criteria Index November 6. 2019 EXHIBIT I. Space Program II. Plans a. Proposed Site Plan b. Shell Floor Plan with fixed elements – preferred to remain in place. III. Construction and Engineering Requirements IV. City of Denton TS Closet Guidelines (with room examples) V. Architect – Engineer Services and Requirements EXHIBIT IDEVELOPMENT FACILITIES BUILDING SPACE REQUIREMENTSApproximate Building Gross Area28,000square feetApproximate Buiding Useable Area27,195square feetSUB GROUPINGSStaff Count Square Feet Space Space TypeNotesper Space Sub Totals Walls Floor Base CeilingDepartment Director2160320 Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataBoth spaces to be adjacent to one anotherDepartment Deputy Director2120240 Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataManager1120120 Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataDevelopment Facilitator2100200Office system cubiclesCarpet Tile Acoustical Tile as required+ 2 DataEngineering Facilitator3 100 300Office system cubiclesCarpet Tile Acoustical Tile as required+ 2 DataCUSTOMER SERVICECustomer Service Representatives9 100 900 Open Office Paint Carpet Tile Rubber Acoustical Tile as required+ 2 DataAdministrative Assistants4100400Open OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataDEVELOPMENT SERVICESPlanningBusiness Analyst19090Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataPrincipal Planner2100200 Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataSenior Planner4100400 Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataAssistant Planner2100200 Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataG.I.S. group390270Office system cubiclesCarpet TileAcoustical Tile as required+ 2 DataPlanner ‐ Real Estate1100100 Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataPlanning Technicians490360Office system cubiclesCarpet TileAcoustical Tile as required+ 2 DataBuilding InspectionsBuilding Official1160160Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataDeputy Building Official1120120Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataPlans Examiner665390Office system cubiclesCarpet TileAcoustical Tile as required+ 2 DataDeputy Building Official1120120Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataBuilding Inspectors1165715Office system cubiclesCarpet Tile as required+ 2 DataZoning Compliance265130Office system cubiclesCarpet Tileas required+ 2 DataHealthManager1100100Private OfficePaint Carpet Tile Rubber Acoutical Tile as required+ 2 DataHealth Inspectors365195Office system cubiclesas required+ 2 DataSub‐Totals666,030ENGINEERINGEngineer DirectorPrivate OfficePaint Carpet Tile Rubber Acoustical TileSee Department Director aboveDeputy Director1120120Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataPublic Works Inspectors PWI Manager1120120Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataPWI Supervisors2100200Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataPWI Staff1265780Office system cubiclesCarpet Tileas required+ 2 DataTrafficCity Traffic Engineer1120120Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataTraffic Manager1100100Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataTraffic Staff865520Office system cubiclesCarpet Tileas required+ 2 DataEngineering Services Engineer Manager1120120Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataFlood Plain / Drainage Engineer1100100Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataDevelopmentDeputy Director1120120Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataDevelopment Staff565325Office system cubiclesas required+ 2 DataProjectManagement Office / Business SupportPMO Deputy Director1120120 Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataPMO Manager1100100 Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataPMO Staff665390Office system cubiclesCarpet Tileas required+ 2 DataReal EstateDeputy Director1120120 Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataReal Estate Staff765455Office system cubiclesas required+ 2 DataProject DeliveryAssistant City Engineer1120120 Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataProject Managers2100200 Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataProject Devliery Staff665390Office system cubiclesCarpet Tileas required+ 2 DataSUB TOTAL594,520FIRE INSPECTIONManager1100100 Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataFire Inspectors1065650Office system cubiclesPaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataSUB TOTAL11750Manager1100100 Private OfficePaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataStaff1165715 Office system cubiclesCarpet TileAcoustical Tile as required+ 2 DataSUB TOTAL11815COMMUNITY IMPROVEMENT SERVICESRoom FinishElectrical RequirementsF:\1 (D) NTFS\000000\0000‐City of Denton\000‐Design Build\Program Scope\Daybreak Space Program.xlsx1 of 210/31/2019 EXHIBIT IDEVELOPMENT FACILITIES BUILDING SPACE REQUIREMENTSSUB GROUPINGSStaff Count Square Feet Space Space TypeNotesper Space Sub Totals Walls Floor Base CeilingRoom FinishElectrical RequirementsTOTAL STAFF COUNT147SUB TOTAL AREA REQUIREMENT12,115SUPPORT SPACESLobby / Reception Area2,000.00 2,000.00 Open AreaPaint Carpet Tile Rubber Acoustical Tile as required+ 2 DataCustomer counter with space for 6 attendentsSmaller group meeting areas ‐ to accommodate 4‐6 people, niches off lobbyKiosksTraining / Class Room (100 occupants) w/adjacent small Break Room1,600 1,600RoomPaint Carpet Tile Rubber Acoustical TileProvision for smart boards, receptacles as required + 4 DataCluster meeting spacesPlan‐Touch Screen Tables Small adjacent Break Room included in s.f. requirementMeeting Room (15 occupants)4 Required250 1000RoomPaint Carpet Tile Rubber Acoustical TileProvision for smart boards, receptacles as required + 2 DataCluster meeting spacesPlan‐Touch Screen TablesTeam Areas (8) 65520Open OfficeCarpet Tile Rubber Acoustical Tile As required + 2 Data 4 person capacity ‐ various locations w/departmentsBreak Room (1)200200 Enclosed Space PaintVCTRubber Acoustical Tile As required + 2 DataPlotter Area (1)200200RoomPaintVCTRubber Acoustical TileExhaust Fan,Electrical receptacles as required + 4 DataToilet Room (2 Required)3 water closets/2 wash basins each200400Separate Men's and Women facilitiesSee notes See notes See notes See notes As required• Build over existing toilets and reuse underslab plumbing •Ceramic floor and wall Ɵle is encouraged. Use medium to dark grout on floor. White grout is acceptable, but not required, on walls. •2x4 lay in ceilings are acceptable. •AutomaƟc flush devices are encouraged. •MoƟon controlled sink faucets are encouraged. BaƩery power. •MoƟon controlled lights are encouraged. •Sanitary napkin dispensers will not be used, but disposal bins will. •Bag type soap dispensers are encouraged. •Floor mount toilets •ParƟƟons between urinals. •Floor‐mount toilet parƟƟons. •ParƟƟons should scratch and graffiƟ resistant to discourage vandalism. •NOTE: Large buildings should have a single pair of restrooms rather than dispersed pairs. If the space is available for vision blocking vestibules, the rest rooms should be doorless. If multi occupant rest rooms have doors, they will have D handles and push plates only.Toilet (1)80 80 Unisex See notes See notes See notes See notes As requiredSee Notes aboveStorage200 500 Room Paint VCT Rubber Acoustical Tile As requiredAs needed. One large or separate spread apart individual spaces among departmentsTechnology Services Closet100 100 Room PaintVCT or Sealed ConcreteRubber Open above Four receptacles +Equipment by C.O.D. ‐ allow for one 10'x10' space.See also ExhibitJanitor's Closet70 70 Room PaintVCT or Sealed ConcreteRubber Gyp. Bd. As requiredJanitor's sink, mop rack and wall mounter shelvingCirculation Space4,500 4,500 ‐ Paint Carpet Tile Rubber Acoustical Tile As requiredHousekeeping receptacles as required.Existing Electrical / Mechanical Space450 450 Room PaintVCT or Sealed ConcreteRubber Open above As requiredExisting Spaces as per plan.SUB TOTAL AREA REQUIREMENT11,620TOTAL TENANT FINISH OUT AREA REQUIREMENT23,735REMAINING SHELL AREA3,460F:\1 (D) NTFS\000000\0000‐City of Denton\000‐Design Build\Program Scope\Daybreak Space Program.xlsx2 of 210/31/2019 City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas EXHIBIT IIa – PROPOSED SITE PLAN Not to Scale 14 13 12 9 A 1 RISER 1.1 ELEC/MECH 15 11 10 T.S. CLOS. EXHIBIT IIb - General Shell Floor Plan LOCATION OF TS CLOSET IS NOT SET EXISTING TOILET LOCATION EXISITNG TRUCK DOCKS TO BE REMOVED - INFILL WALL TO MATCH ADJACENT EXTERIOR WALL SURFACES EXTERIOR DESIGN EMPHASIS AROUND MAIN BUILDING ENTRY PREFERRED NOT TO SCALE City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 1 Exhibit III. Engineering and Construction Requirements 1.0 GENERAL REQUIREMENTS The requirements indicated here are considered as minimum performance requirements. More specific project functional and performance requirements, scope items and expected quality levels over and above the standards in Part V. are also identified in Request for Proposal or Basic Ordering Agreement. The Contractor is encouraged to exceed the minimum requirements. The Contractor's performance evaluation will be based in part on enhancements to materials, engineering, design and construction provided for the contract that exceed minimum requirements. Part V. is a general section. Not all items in this part may be required for this project. See other parts for other project-specific requirements. In general, unless otherwise indicated, provide all labor, equipment and materials necessary to complete the work required for the contract. All work must be in conformance with all applicable referenced criteria, construction standards, laws and regulations, including applicable building fire and life safety codes. Limited enhancements to the exterior of this building will be considered. This should be focused primarily on the front entrance and adjacent exterior wall surfaces. Application of Recycled Materials Considerations: The intent is to conserve resources and reduce solid waste by developing markets for recycled products and encouraging manufacturers to produce quality recycled content products. Use products that meet or exceed the EPA guideline standards. A partial list of products containing recycled materials for possible use is as follows: • Rock Wool Insulation • Fiberglass Insulation • Cellulose Insulation • Structural Fiberboard and Laminated Paperboard • Cement and Concrete - Coal Fly Ash • Carpet including backings and cushions • Floor Tiles • Reprocessed and Consolidated Latex Paint • Crushed Concrete Aggregate for new asphalt, concrete or subgrade • Recycled glass for terrazzo aggregate • Acoustical Ceiling Tile • Gypsum Wallboard • Steel wall studs City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 2 • Cellulose spray applied fireproofing • HDPE Toilet Partitions 1.1 MATERIALS AND METHODS OF CONSTRUCTION Only new materials and equipment are to be installed in the work. All materials, equipment and appliances must be of the current manufacturers' products. Do not use obsolete or discontinued materials, equipment and appliances, except that construction materials containing recycled content as described in Paragraph 1 of this Part that completely comply with all materials specifications found elsewhere in this Part may be used. 1.2 APPLICABLE CODES AND STANDARDS The advisory provisions of all codes and standards is mandatory, as though the word "must" had been substituted for "should" wherever it appears. Reference to the "authority having jurisdiction" is to be construed to mean "City of Denton Construction Project Manager". Comply with the required and advisory portions of the current edition of the standard at the time of contract award. All work must comply with UFC 1-200-01, General Building Requirements, and IBC 2018 or later edition as modified by applicable NFPA Standard as well as codes and standards listed below. 1.3 LOCATION-SPECIFIC CODES AND STANDARDS Current list of City of Denton applicable codes and references are as follows; 2018 International Building Code 2018 International Electrical Code 2018 International Energy Compliance Code 2018 International Fire Code Current City of Denton Development Code Note: Applicable references can be viewed on the City of Denton website at https://www.cityofdenton.com/en-us/business/permits-licenses/commercial-permits 1.4 DISCREPANCIES When discrepancies in the referenced standards and the contract requirements occur, the more stringent requirements govern. The word "should" in all NFPA publications is to be interpreted as a requirement. The Authority Having Jurisdiction in the interpretation of the codes and standards, and approving the exceptions allowed in the referenced standards, is the C.O.D. Construction Project Manager, and the parties designated by the C.O.D. Construction Project Manager. 2.00 MATERIAL PERFORMANCE TECHNICAL SPECIFICATIONS Note: The paragraph numbers used correspond with the numbers used in UNIFORMAT II/Work City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 3 Breakdown Structures (WBS) as listed in the Whole Building Design Guide, Navy Design Build Master, accessible at this website: www.wbdg.org/ndbm . SHELL This section is not applicable unless modifications or new structure is contemplated for this particular project. SUPERSTRUCTURES Superstructure work includes structural frames, bearing walls, floors, roofs, roof canopies, and balcony construction. Unless otherwise specified in Part 3, superstructures may be designed and constructed using any materials or combination of different materials allowed by applicable codes and standards. Comply with IBC and applicable UFGS. Special inspection, testing, approvals, certifications, observations and quality assurance plans as prescribed in Chapter 17 of the IBC are required. 1. Concrete: All concrete must be constructed in accordance with ACI 301. Concrete must have a 28-day minimum compressive strength of 3,000 psi. Slump must be between 2 and 4 inches in accordance with ASTM C143. Provide joints as required to minimize cracking. All concrete must be reinforced. Provide joints as required by applicable ACI standards. Unless otherwise specified in Part 3 or as indicated by the contracting officer, provide steel trowel finish for all exposed floor surfaces. Exterior surfaces must be a broom finish. 2. Masonry: a. All concrete masonry must be constructed in accordance with ACI 530.1. Concrete masonry must have a minimum 28-day compressive strength of 1500 psi. Concrete masonry units must conform to ASTM C90, grade A1. Broken blocks are not allowed. Use only standard size and shape blocks. Block may be cut when necessary. Mortar must be Type S. b. When used, brick must conform to ASTM C216. In exposed construction, broken brick is not be allowed. Standard size brick may be cut to fit job condition. Use Type S mortar. c. Provide metal anchors for masonry and brick, including veneer construction as required by IBC. 3. Structural Steel: Structural steel exposed to weathering must be adequately protected to prevent corrosion. 4. Steel deck: Steel form deck must have a G90 galvanized finish, and must have a minimum 26- gage thickness. All other steel deck must have a G90 galvanized finish, and must have a minimum 20-gage thickness. 5. Cold-formed metal framing: Cold-formed steel studs, joists and track must be galvanized with a minimum thickness of 20-gage. 6. Wood framing: Wood framing members must be new lumber, unless otherwise allowed by Part 3. Timber can be Douglas Fir, Douglas Fir-Larch, Hem-Fir, Southern Pine or other structurally competent species allowed by applicable codes and standards. Wood framing must meet the following minimum grading requirements: a. Studs - #2 b. Joists and rafters- #2 City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 4 c. Beams, 4x and larger - #1 d. Posts, 4x and larger - #1 e. Blocking - #3 f. Fascia, trim - #1 g. Wood Structural Panel Sheathing (Exterior Glue) h. Roof - APA rated with span index of 24/0 - minimum thickness 1/2 inch i. Walls - APA rated with span index of 32/16 - minimum thickness 1/2 inch j. Flooring- APA rated with span index of 48/24 - minimum thickness 3/4 inch EXTERIOR ENCLOSURE For this project, it is the intent to match exterior materials where necessary. Some material properties noted below are for reference only if they should be incorporated into the project. EXTERIOR WALLS 1. Exterior Wall Performance: a. Vapor Transmission Analysis: Perform a job specific vapor transmission analysis in accordance with ASHRAE 90.1 or WUFI. The conclusion of the analysis must indicate the appropriate locations of needed vapor retarders, air barriers, and anticipated dew- point locations in the exterior enclosure during different critical times of the year. b. Maximum Air Infiltration: The air leak flow rate must not exceed 0.25 CFM at 75 Pa per square foot (0.076 cm 75 Pa per square meter) of building envelope area including roof or ceiling, walls and floor as provided by the DOR. Where required in RFP Part 3, provide air barrier testing. Perform testing as required by UFGS 07 08 27.00 10, Building Air Barrier System Testing for Commissioning. DOR must edit this section and incorporate into the project specification. Repair leaks and repeat testing until prescribed maximum air leak flow rate is achieved. Provide intermediate and final reports. c. Wind Loads: Provide wind load calculations for exterior cladding in accordance with ASCE-7 with comparative analysis of the cladding system to be provided. d. Water Penetration: No water penetration is acceptable at a pressure of 39 Kg/m2 (8 psf) of fixed area when tested in accordance with ASTM E 331. e. Insulating Value: Provide complete thermal envelope in accordance with ASHRAE 90.1, Chapter 5 with improvements required to meet project energy goals. Where required in RFP Part 3, provide infrared thermal envelope performance testing. Test the building envelope using Infrared Thermography in accordance with the requirements of ASTM C1060 (latest edition) and ISO 6781. The Contracting Officer will witness the testing. Provide thermography test report including thermographs in color and a color temperature scale to define the temperature indicated by the various colors. The report must identify the high temperature reading, the outdoor air temperature, the building indoor air temperature, and the wind speed and direction. Report to note any areas of compromise in the building envelope, and note all actions required and taken to correct those areas. Repair and repeat testing until discrepancies are demonstrated to be resolved. 2. Masonry Veneer Exterior Wall Closure Components: Masonry veneer includes load bearing and non-load bearing exterior walls of the structure, and must include colored mortar, special City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 5 shapes such as sills, headers, trim units and copings of brick masonry, precast concrete, concrete masonry units, or other approved material. Utilize BIA Technical Notes to design, detail, and construct brick masonry walls. Substitute directive language in the place of BIA suggestive language. The results of these wording substitutions change this document to required procedures. Tie the veneer to the backup wall system with a system that allows the veneer to move independently of the backup wall system, while being structurally supported. The masonry veneer must allow for expansion and contraction of the veneer without cracking the exterior material. a. Masonry Veneer Installation: Conform to ACI 530.1 for masonry veneer installation, including cold weather construction. Antifreeze admixtures are not to be used. b. Mortar: Provide factory-tinted colored mortar conforming to ASTM C270, unless DOR directs otherwise. c. Expansion/Control Joints: Locate expansion/control joints and seal with proper backing material and ASTM C 920 polyurethane sealant, or preformed foam or rubberized expansion joint closure. Conform to UFC 3-101-01, Architectureand BIA Technotes 18, 18A. d. Brick: Meet ASTM C216, Grade SW, type FBS, or type FBX for detail work. ASTM C67 test rating shall be "Not effloresced". Use FBA brick only for special architectural effects requiring a non-uniform size. e. Split Faced or Ground Faced Masonry: ASTM C 90 f. Cast Stone Trim Units: Cast Stone must meet or exceed the requirements of ASTM C 1364. g. Wall Cavity: shall Comply with the and BIA Technical Notes 21A, 21B, 21C, 28B h. Through-Wall Flashing Components: Through-wall flashing with weep holes must be incorporated in cavity wall construction. Flashing must be 7 ounce copper flashing with a 3 ounce bituminous coating on each side or a fiberglass fabric bonded on each side of the copper sheet; 16-ounce uncoated copper, 28 gauge Type 302 or 304 stainless steel is also acceptable. 'Flexible membrane flashing, plastic or PVC-based membrane flashing is prohibited. i. Reinforcing in Veneer Layer: Reinforcing in the veneer layer must be galvanized in accordance with ASTM A 123/A123M, ASTM A153/A153M, or ASTM A653/A653M, Z275 (G90) coating, and be of sufficient size to eliminate damage to the veneer layer from wind and other live and dead loads imposed on the veneer layer. j. Masonry Cleaning: Clean the masonry in accordance with manufacturer's instructions and BIA Technote 20. 3. Metal Wall Panel Exterior Closure Panels must have factory applied, baked coating to the exterior and interior of metal wall panels and metal accessories. Exterior finish topcoat must be of 70 percent polyvinylidene fluoride (PVDF) resin with not less than 0.8 mil dry film thickness (DFT). Exterior primer must be standard with panel manufacturer with not less than 0.8 mil dry film thickness (DFT). Wall system and attachments must resist wind loads as determined by ASCE 7, with a factor of safety appropriate for the material holding the anchor. Maximum deflection due to wind on aluminum wall panels must be 1/60. Maximum deflection due to wind on steel wall panels and girts behind aluminum or steel wall panels must be limited to 1/120 of their respective spans, City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 6 except that when interior finishes are used the maximum allowable deflection must be limited to 1/180 of their respective spans. Conformations - Non-insulated steel or aluminum wall panels must have configurations for overlapping adjacent sheets or interlocking ribs for securing adjacent sheets and must be fastened to framework using concealed fasteners, or choose the option for exposed fasteners when exposed fasteners are acceptable at the installation. Length of sheets must be sufficient to cover the entire height of any unbroken wall surface. a. Steel Wall Panels: 1) Material and Coating: Form sheets from steel conforming to ASTM A 653/A 653M, Structural Grade 40, galvanized coating conforming to ASTM A 924/A 924M, Class G- 90; aluminum-coated steel conforming to SAE AMS 5036; or steel-coated with aluminum-zinc alloy conforming to ASTM A 792/A 792M, except that coating chemical composition must be approximately 55 percent aluminum, 1.6 percent silicon, and 43.4 percent zinc with minimum coating weight of 0.5 ounce per square foot. 2) Gage: Minimum 22 U.S. Standard Gage for wall panels, but in no case lighter than required to meet maximum deflection requirements specified. b. Aluminum Wall Panels: 1) Material and Coating - Form sheets of Alloy 3004 or Alclad 3004 conforming to ASTM B 209 having proper temper to suit respective forming operations. 2) Thickness - Minimum 0.81 mm (0.032 inch) nominal, but in no case thinner than that required to meet maximum deflection requirements specified. c. Insulated Aluminum or Steel Wall Panels: Insulated wall panels must be steel or aluminum factory-fabricated units with insulating core between metal face sheets securely fastened together and uniformly separated with rigid spacers. Panels must have a factory color finish. Wall panels must have edge configurations with interlocking ribs for securing adjacent panels. System must utilize factory fabricated corners and trim pieces at intersections with other materials. Insulated wall panels must be fastened to framework using concealed fasteners. 1) Insulated Steel Panels - Zinc-coated steel conforming to ASTM A 653/A 653M; or Aluminum-zinc alloy coated steel conforming to ASTM A 792/A 792M, AZ 55 coating. Uncoated wall panels must be 0.61 mm (0.024 inch) thick minimum. 2) Insulated Aluminum Panels - Alloy conforming to ASTM B209, temper as required for the forming operation, minimum 0.81 mm (0.032 inch) thick. 4. Stucco Exterior Wall Closure a. Portland Cement Plaster: ASTM C150, gray Portland cement Type II with 13 mm (1/2 inch) maximum chopped alkali resistant fiberglass strands, minimum 1.5 percent by weight to cement; .68 kg (1 1/2 pounds) per sack of cement. Lime must conform to ASTM C206, Type S. System must utilize stainless steel or zinc corner beads, J-beads and other accessories. Unless specifically deleted, the system must utilize an acrylic admixture or coating to give additional moisture suppression to control fungus growth. b. Exterior Insulation and Finish System (EIFS): EIMA TM 101 and 01 EIMA TM 101.86. EIFS must be used as the non-primary or the primary exterior finish material only for projects where it is necessary to match existing EIFS. 5. Precast Concrete Wall Panels: ACI 211.1 and ACI 301. PCI MNL-116 or PCI MNL-117. Concrete must have a minimum 28-day compressive strength of 281 Kg/cm2 (4000 psi). Joints City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 7 must include properly sized and placed backing material and fully loaded and tooled sealant joint of no less than 1/4 inch sealant material thickness. 6. Other Wall Finish Systems (if applicable) a. Horizontal Wood Siding: Horizontal Wood Siding: DOC PS 20, exterior, lap type, 6 inches wide, maximum practicable lengths, 11 mm (7/16 inch) thick, smooth face. All surfaces of wood siding and trim must be shop coated with an alkyd primer. Species and Grades 1. Grade 1 Common spruce-pine-fir; NELMA, NLGA, WCLIB, or WWPA. 2. Grade Prime or D finish, pressure-preservative-treated hem-fir; NLGA, WCLIB, or WWPA.; 3. Grade D Select (Quality) eastern white pine, eastern hemlock- balsam fir-tamarack, eastern spruce, or white woods; NELMA, NLGA, WCLIB, or WWPA. 4. Grade D Select northern white cedar; NELMA or NLGA. 5. Grade B & B, pressure-preservative-treated southern pine; SPIB. b. Vinyl Siding System: Integrally colored, vinyl siding complying with ASTM D 3679. c. Manufactured Faced Panels Systems Exterior Wall Siding: Glass Fiber Reinforced Cementitious Panels System: Siding made from fiber-cement board that does not contain asbestos fibers; complies with ASTM C 1186, Type A, Grade II; horizontal or vertical pattern in plain or beaded-edge style. Texture: Rough sawn or smooth, factory primed. 7. Exterior Wall Backup Construction a. Concrete Unit Masonry: Provide concrete unit masonry to comply with ACI 530.1. Load-bearing units: ASTM C90, Non-load bearing- units: ASTM C129, Type I or II. Provide ground face units, split-faced units, ground-faced units, or split-ribbed units for exposed exterior walls. Provide water repellent admixture to masonry units where the exterior face of the units will not receive a waterproof coating such as paint. b. Dampproofing: Dampproof the cavity-facing wythe of the backup masonry using asphaltic primer according to ASTM D 41, if dampproofing is not provided by a sprayed on foam or other DOR-approved membrane insulation system. 8. Load-Bearing Metal Framing System If permitted, provide load-bearing metal framing including top and bottom tracks, bracing, fastenings, and other accessories necessary for complete installation. Framing members must have the structural properties indicated. Where physical structural properties are not indicated, they must be as necessary to withstand all imposed loads. Design framing in accordance with AISI SG-673. Install in accordance with DOR-approved shop drawings and manufacturer's installation instructions. 9. Exterior Studs: Max. Deflection Criteria Exterior Finish L/360 Cement Plaster, Wood Veneer, Synthetic Plaster, Metal Panels L/600 Brick Veneer, Stone Panels Wall deflections must be computed on the basis that studs withstand all lateral forces independent of any composite action from sheathing materials. Studs abutting windows or City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 8 louvers must also be designed not to exceed 1/4-inch maximum deflection and as required in UFC 4-010-01, DoD Minimum Antiterrorism Standards for Buildings. 1) Studs - ASTM A 1003/ASTM A 1003M, Structural Grade 50, Type H minimum; provide Z180 (G60) galvanized coating in accordance with ASTM A 653/ASTM A 653M. Do not expose studs to direct moisture contact 2) Bracing - Provide horizontal bracing in accordance with design calculations and AISI SG- 673, consisting of, as a minimum, runner channel cut to fit between and welded to the studs. 3) Sheathing - Provide sheathing to withstand structural loads imposed on the wall structure. Cover sheathing with either a 15 pound asphalt-impregnated building paper, or air barrier as required by the wall moisture analysis. Sheathing must be one of the following: a) Plywood: C-D Grade, Exposure 1; b) Structural-Use and OSB Panels; c) Gypsum: ASTM C 79/C 79M and ASTM C 1177/C 1177M, 13 mm (1/2 inch) thick fire retardant (Type X) 15 mm (5/8 inch) thick; 1.2 meters (4 feet) wide with square edge for supports 400 mm (16 inches) o.c. with or without corner bracing of framing. Gypsum sheathing must be faced with materials capable of resisting six months of weathering exposure without degradation of the covering or the gypsum. Seal all joints as recommended by the manufacturer. 10. Wood Framing System: All materials shall be kiln-dried lumber complying with DOC PS 20. Installation must be in accordance with AF&PA T11. Use preservative pressure treated lumber at sill plates and other members in contact with concrete and masonry surfaces. a. Species and Grades: Provide species and grades listed: 1) Grade 2 Common spruce- pine-fir; NELMA, NLGA, WCLIB, or WWPA: 2) Grade 2 Common, hem-fir; Douglas-fir; NLGA, WCLIB, or WWPA; 3) Grade 2 Common, southern pine; SPIB. b. Sheathing: Sheathing must withstand structural loads imposed on the wall structure. Cover sheathing with either a 15 pound asphalt-impregnated building paper, or air barrier as required by the wall moisture analysis. Sheathing must be as for Metal Studs. 11. Cast-in-place Concrete System: Concrete construction must be in accordance with ACI 301. 12. Insulation and Vapor Retarder: Insulation, Vapor Retarders, and Air Barrier Systems in or on Exterior Enclosure must include: insulation, liquid, sheet or continuous film materials installed separately in or on wall assemblies to provide resistance to heat loss/gain, and vapor penetration. a. Vapor retarder: Comply with ASTM C755. Incorporate in the exterior wall system where required by vapor transmission calculations or dew point analysis indicates the need or in conditions of high moisture exposure. b. Bituminous Dampproofing: Bituminous Dampproofing must be ASTM D449, Type I or Type II bituminous dampproofing on the exterior surface of the interior wythe of masonry in a cavity wall (back-up wall for masonry veneer). c. Building Paper: FS UU-B-790, Type I, Grade D, Style 1. d. Air Barrier: Building wrap consisting of air barrier sheeting complying with ASTM E 1677, Type 1, not less than 3 mils thick with a permeance of not less than 575 ng/Pa x s x sq.m. (10 perms). Building wrap must have a flame spread index of less than 25 in accordance with ASTM E 84. Provide building wrap over sheathing of wood or metal framed construction to reduce air penetration and airborne vapor penetration. Provide building wrap tape as recommended by the manufacturer for sealing all joints in the building wrap. Install in accordance with manufacturer's instructions. Air barrier City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 9 installation at windows must be in accordance with ASTM E 2112. e. Insulation Systems: Vertical and horizontal polystyrene insulation conforming to ASTM C578 or rigid polyisocyanurate board wall insulating products conforming to ASTM C591 or mineral-fiber blanket insulation conforming to ASTM C 665 must be provided. 13. Parapets: Avoid parapets when possible, but when necessary, provide parapets with the same materials as the exterior wall construction. Provide scuppers and wall edge according to SMACNA. 14. Exterior Louvers and Screens: If required, provide louvers for Screened Equipment Enclosure or as louvers for exterior doors. Storm shutters must comply with ASTM E 1996-03. 15. Handrails: Balcony walls to match exterior construction. Handrails to comply with the IBC and OSHA. 16. Exterior Soffits: Exterior soffit system. 17. Exterior Painting and Special Finishes; All painting and coating materials must be low VOC. Painting practices must comply with applicable federal, state and local laws enacted to insure compliance with Federal Clean Air Standards. Apply coating materials in accordance with SSPC PA 1. SSPC PA 1 methods are applicable to all substrates. All paint must be in accordance with the Master Painters Institute (MPI) standards for the exterior architectural surface being finished. The current MPI, "Approved Product List" which lists paint by brand, label, product name and product code as of the date of contract award, will be used to determine compliance with the submittal requirements of this specification. Provide paint systems tested to "Detailed Performance Level" standard as defined by MPI. 18. Exterior Joint Sealant: Sealant joint design, priming, tooling, masking, cleaning and application must be in accordance with the general requirements of Sealants: A Professionals' Guide from the Sealant, Waterproofing & Restoration Institute (SWRI). All sealant must conform to ASTM C 920. 19. Sun Control Devices: Sun control devices must be manufactured devices to provide sun control on exterior windows and storefronts. Sun control devices must be designed and installed to withstand the wind loads prevailing at the project site. EXTERIOR WINDOWS Unless otherwise allowed by Part V., window frames for new facilities must be aluminum. In building renovations windows must match existing window materials, except when all windows are to be replaced. If all windows are to be replaced, they shall be aluminum. Exterior windows must meet or exceed Energy Star requirements. The design and placement of exterior windows must take into considerations view, natural light, privacy, and protection for the occupants of the facilities. Provide operable hardware and insect screen for exterior windows. Windows must be fabricated by manufacturers normally involved in the manufacturing of windows and be of the current make and model. Do not use obsolete or discontinued windows. Provide weather stripping, STC and IIC rating, commensurate with the intended use of the facility. Submit catalog information and manufacturer's specifications for approval by Contracting Officer prior to purchase of windows. All window assemblies must meet performance grade CW 60 minimum tested in accordance with AAMA/WDMA/CSA 101/I.S.2/A440-08 or most current edition of this standard. City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 10 Where windows separate conditioned spaces from non-conditioned spaces, provide windows bearing NFRC energy label indicating window exceeds current EnergyStar criteria. For storefront or curtainwall systems, provide thermally broken framing and insulating glazing with whole-assembly U-value of 0.40 or less. Provide windows exceeding requirements of ASHRAE 90.1, Table 5.5 for project climate zone. Windows must consist of fixed and operable sash used singly and in multiples. Provide operable sash in spaces occupied by people as a minimum. Include operating hardware, non-corroding framed metal screens for operable sash, integrated blinds set between glass panels and security grilles. Provide jamb support for larger windows where recommended by manufacturer. 1. Metal Windows: All windows must conform to ANSI/AAMA/WDMA 101. Metal windows with insulating glass must have thermally broken frames and sash. Factory finish aluminum windows and provide with aluminum frame screens with aluminum mesh at operable sash, hardware and locks, and tinted glazing. Aluminum screens must comply with ANSI/SMA 1004. 2. Wood Windows: Clad wood and wood windows must consist of complete units including sash, glass, frame, weatherstripping, insect screen, and hardware. Window units must meet the requirements of AAMA 101, except maximum air infiltration shall not exceed 0.30 CFM per linear foot of sash crack when tested under uniform static air pressure difference of 7.66 Kg/m2 (1.57 psf). 3. Storefronts: Provide one-story storefront system fabricated from formed and extruded aluminum and glass components for exterior use. Utilize the specific section of the Standard Design-Build Performance Technical Specifications Section B202002 for the storefront to be provided. Storefront framing must meet or exceed the structural requirements, as measured in accordance with ANSI/ASTM E330: Design system to withstand this as a minimum and comply with design pressure established within the required ASCE 7-05 Wind Speed Calculations determined by the overall average opening within the project. 4. Glazing: All exterior glazing must be insulating glass. a. Clear Glass - Type I, Class 1 (clear), Quality q4 (A); b. Heat-Absorbing Glass - ASTM 1036, Type I, Class 2 Quality q3 (select) ray frames; c. Wire Glass - Type II, Class 1, Form 1, Quality q8 Mesh m1 or Form 2, Quality q7; d. Laminated Glass - ASTM 1172, total thickness shall be nominally 6 mm (1/4 inch); e. Insulating Glass Units - Typically ASTM C 1036, Type I, Class 1, Quality q4, minimum 6 mm; f. Tempered Glass - ASTM C 1048, Kind FT (fully tempered); g. Patterned Glass - ASTM 1036, Type II, Class 1 (translucent), Form 3 (patterned), Quality q7 (decorative), Finish f1 (patterned one side), Pattern p2 (geometric) 5.55 mm (7/32 inch) thick. EXTERIOR DOORS Exterior doors must be heavy duty insulated steel doors and frames for service access. Provide door frames with welded corners. Use heavy-duty overhead holder and closer to protect doors from wind damage. Steel must have G60 galvanized coating in accordance with ASTM A 924/A 924M and ASTM A 653/A 653M when the job site is located within 300 feet from a body of salt water. Provide commercial City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 11 quality, coating Class A zinc coating in accordance with ASTM A591 for other steel or steel skin hollow metal doors at other locations. Provide kickplates on the inside face of all exterior doors. Weather- protect all exterior doors and related construction with low infiltration weatherstripping and sealants. Provide threshold with offset to stop water penetration while maintaining accessibility compliance. Conform to the design criteria of ASCE 7. See the hardware schedule for door hardware requirements. Where doors separate conditioned spaces from non-conditioned spaces, provide doors exceeding current EnergyStar criteria. For storefront entrances, provide thermally broken door framing and insulating glazing with whole-assembly U-value of 0.67 or less. Provide doors exceeding requirements of ASHRAE 90.1, Table 5.5 for project climate zone. 1. Steel Doors: Exterior doors must comply with ANSI A250.8-1998 (SDI-100). Hardware preparation must be in accordance with ANSI A250.6. Doors must be hung in accordance with ANSI A115.16. a. Doors Required: 1) Standard Duty Doors - Level 1, MSG # 20 (IP 0.032", 0.8 mm), physical performance Level C, Model 1 or 2. 2) Heavy Duty Doors - MSG # 18 (IP 0,042", 1 mm), physical performance Level B, Model 1 or 2. 3) Extra Heavy Duty Doors - Level 3, MSG #16, (0.053", 1.3 mm) physical performance Level A, Model 1, 2, or 3. 4) Maximum Duty Doors - Level 4 (IP 0.067", 1.6 mm), physical performance Level A, Model 1 or 2. b. Insulated steel doors and frames are required for entrances to dwelling units, and may also be specified as a Contractor's option to Level 1 standard hollow metal doors. Do not use wood doors for exterior doors, unless they are fully protected from the elements, an exterior grade species, and specially finished. If wood doors are used, provide in accordance with Standard Design-Build Performance Technical Specification Paragraph B203001 2. 2. Standard Steel Frames: ANSI A 250.8. Form frames with welded corners for installation in exterior walls. Form stops and beads of 20 gage steel. Frames must be set in accordance with ASTM A250.11. Anchor all frames with a minimum of three jamb anchors and base steel anchors per frame, zinc-coated or painted with rust-inhibitive paint, not lighter than 18 gage. Mortar infill frames in masonry walls, and infill with gypsum board compound at each jamb anchor in metal frame walls. Only use surface exposed bolted anchors in concrete walls. 3. Door and Frame Finishes: a) Exterior Doors, Factory-Primed and Field Painted Finish - Doors and frames must be factory primed with a rust inhibitive coating as specified in ANSI A250.8. Factory prime doors on six sides of the door; b) Exterior Doors Galvanized Finish -- Must be Commercial Quality, Coating Class A, zinc coating in accordance with ASTM A 591 when facility is located further than 91 meters (300 feet) from the ocean. When facility is located within 91 meters (300 feet) of the ocean, provide G60 galvanized coating in accordance with ASTM A 924/A 924M and ASTM A 653/A 653M. 8. Hardware: Provide the services of a Certified Door Hardware Consultant to prepare the door hardware schedule. HINGES City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 12 A. Acceptable Manufacturers: 1. Hager Hinge Co., St. Louis, MO. 2. McKinney, Scranton, PA. 3. Stanley Hardware Division of The Stanley Works, New Britain, CT. B. Butt Hinges: 1. Comply with ANSI A156.1 and A156.7. 2. Five knuckle designs with square corners. 3. Full mortise type. 4. Flat button tip and matching plug. 5. Non-removable pins for out-swinging exterior doors and for interior reverse bevel doors equipped with locking device; safety stud also acceptable. Non-rising pin for other doors. 6. Non-ferrous construction at locations exposed to exterior atmosphere. 7. Heavy weight for doors 3’-4" width and over and for fire rated doors over 8’-0" height. Standard weight at other doors. 8. Anti-friction or ball bearing type for doors equipped with closers. 9. Anti-friction or ball bearing type for doors (3’-0") width and over which are not equipped with closers. 10. Plain bearing type for doors less than 3’-0" width which are not equipped with closers. D. Minimum Number Hinges, Butt style: 1. Doors 5’-0" or less in height: One pair. 2. Doors over 5’-0" and not over 7’-6": 1-1/2 pair. 3. Doors over 7’-6": One for each additional 2’-6" height or fraction thereof. 4. Dutch doors: 2 pair. E. Minimum Size and Gage: 1. Doors 3’-0" width or less: 4-1/2 by 4-1/2 inches, 0.134 gage 2. Doors over 3’-0" up to 3’-4": 5 by 4-1/2 inches, 0.146 gage). 3. Doors over 3’-4": 5 by 4-1/2 inches, 0.190 gage. 4. Fire rated doors over 8’-0" height: Sized as indicated above, except not less than 0.180 gage. 5. Doors scheduled for spring hinges: 4-1/2 by 4-1/2 inches, 0.134 gage). CYLINDERS and PERMANENT CORES A. Provide cylinders for locksets, deadlocks, exit devices, and other control and locking devices indicated in Hardware Sets. B. Furnish permanent cores keyed to factory-registered extension of Owners existing Best series interchangeable core cylinder system. C. Cores shall be Solid brass construction to provide high quality and long cylinder life. D. Removable Core: 7 pin tumbler interchangeable core design removable by a control key. 1. Brass cylinder body having a head cap of brass, bronze or stainless steel finished to match locking trim. 2. Equip cylinders with appropriate rings. 3. Equip with proper tail piece for mortise and or rim cylinders. E. Acceptable Manufacturers: 1. Best Access Systems. F. Mortise Type: Threaded cylinders with rings and cams to suit hardware application. G. Rim Type: Cylinders with back plate, flat-type vertical or horizontal tailpiece, and raised trim ring. City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 13 H. Bored-Lock Type: Cylinders with tailpieces to suit locks. I. Mortise and rim cylinder collars to be solid and recessed to allow the cylinder face to be flush and be free spinning with matching finishes. J. Keyway: Match Facility Standard. K. Equip cylinders with appropriate rings. L. Finish cylinders and rings to match trim. KEYS AND KEYING A. Consult with Owner’s authorized representative and prepare detailed keying schedule accordingly. B. Keying: 1. Provide Best interchangeable core cylinders designed so that cores can quickly and easily be changed by non-technical personnel by using a special control key. C. Construction Keying: 1. Furnish exterior door lock sets with keyed alike removable construction core cylinders for use during construction. 2. Restrict distribution of construction keys. Maintain record of persons who have received keys and deliver copies of record to Contracting Officer upon request. 3. Provide permanent cores to owner prior to substantial completion. 4. Owner shall store them securely until needed. At substantial completion and at Contracting Officer direction, remove construction cores and replace with permanent cores in presence of Owner. 5. Provide keys to Owner and return construction cores to manufacturer. D. Permanent Keying: Master locks and cylinders are to match the Best Key System as instructed by owner. E. Provide keys of Nickel Silver Material in Following Quantities: 1. Grandmaster-keys (MGK): Six (6) 2. Master keys (MK - each set): Six (6) 3. Change-keys (per lock): Two (2) 4. Removable Core Control Keys: Six (6) 5. Construction Master keys: Ten (10) 6. Construction Control Keys Two (2) F. Identification and Control: 1. Stamp all keys with do not duplicate, or as otherwise instructed by owner. G. Furnish visual control system; coordinate provisions with Owner. Stamp or emboss keys with identification code. H. Deliver construction master keys to Project site. Forward other keys directly from manufacturer to Owner. Ship master keys, and grandmaster-keys via prepaid registered mail. Ship change keys via prepaid freight. LOCKING AND LATCHING DEVICES A. Acceptable Manufacturers: Basis of Design: products specified are manufactured by Best Corporation. 1. Yale Security, ASSA ABLOY, Lenoir City, TN. 2. Corbin Russwin, ASSA ABLOY, Berlin, CT. 3. Sargent, ASSA ABLOY, New Haven, CT. 4. Schlage, Ingersol-Rand, Indianapolis, IN. 5. Best Access Systems, Indianapolis, IN. B. Mortise Locksets: City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 14 1. Best 40H Series with lever and rose, 7 pin. 2. ANSI A156.13, Grade 1. 3. Functions: a. Entrance 4. Acceptable Products for cast or forged Lever with Rose Trim: a. Yale 8800FL Series x PBR Lever. b. Corbin Russwin ML2000 Series x PSA Lever. c. Sargent 8200 Series x LNP Lever. d. Schlage L9000 Series x 17A Lever. e. Best 40H Series x 14H Lever. 5. Features: a. Backset: 2-3/4 inches. b. Faceplate: 8 by 1-1/4 inches, adjustable from flat to bevel of 1/8 inch in 2 inches, finished to match trim on hinge side of door. c. Latch Bolt: Two-piece anti-friction, 3/4 inch throw. d. Strike: ANSI standard 4-7/8 inch height, 1-1/4 inch curved lip. e. Provide strikes with proper lip length to protect trim of the frame, but not to project more than 1/8 inch (3.2) beyond frame trim or the inactive leaf of a pair of doors. f. Finish to match trim on hinge side of door C. Cylindrical Locksets and Latchsets: 1. ANSI A156.13, Grade 1. 2. 7 pin cylinder core to match Owners standard. 3. Functions a. Entrance b. Classroom c. Privacy d. Passage 4. Acceptable Products: a. Best 93K series with 16D lever and rose. b. Yale 5400 LN Series 4000 Grade 1 Monroe trim levers c. Schlage ND Series with Athens lever and rose. d. Corbin Russwin CL3300 series with Armstrong lever e. Sargent 10 Line series with B lever trim. D. Deadbolts: 1.Best T Series Deadbolts – or equal. 2.Backset: 2 3/4 inches 3.Cylinders: ANSI A156.36-2010 Auxiliary Locks, Grade 1 4.Deadbolt: 1” throw, 5/8” x 7/8” solid stainless-steel bolt. E. Standard: Comply with ANSI A156.2, Series 1000, Grade 1. 1. Backset: 2-3/4 inches. 2. Faceplate: 8 by 1-1/4 inches, adjustable from flat to bevel of 1/8 inch in 2 inches, finished to match trim on hinge side of door. 3. Latch bolt: Two-piece anti-friction, 3/4-inch throw. 4. Dead bolt: 1-inch throw. 5. Strike: a. ANSI standard 4-7/8-inch height, 1-1/4 inch curved lip. b. Equip with wrought or plastic box. c. Finish to match trim on hinge side of door. ELECTRIC STRIKES - Coordinate installation with HM frame and electrical rough-in. A. At rim type exit devices: HES 9600 City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 15 B. At non-fire rated cylindrical and mortise locksets: HES 8000 C. At fire rated cylindrical and mortise locksets: HES 8300 SURFACE MOUNTED CLOSERS A. Acceptable Manufacturers: 1. LCN Closers, Princeton, IL. 2. Norton Door Controls, Charlotte, NC. 3. Sargent, New Haven, CT. 4. No other substitutions allowed. B. Acceptable Products: 1. LCN 4040 Series. 2. Sargent 350 3. Norton 8500 C. Standard: Comply with ANSI A156.4, Grade 1. D. Required Features: 1. Manufacturer’s standard cast iron or cast aluminum construction. 2. Heavy duty, double lever arm type. 3. Regular or parallel arm mounting. 4. Rack and pinion construction with compression spring, fully hydraulic. 5. Closing speed and latching speed controlled by independently operated valves. 6. Adjustable spring power allowing adjustment up to 50% in field to suit individual door conditions. 7. Adjustable backcheck for interior and exterior units. 8. Maximum operating force of 8.5 pounds for exterior doors, 5 pounds for interior doors, and 15 pounds for label doors. 9. Size as recommended by manufacturer for door size and weight. 10. Hold open and deadstop features where indicated in Hardware Sets. E. Accessories: 1. Manufacturer’s standard full-size metal or non-metallic cover. 2. Furnish with necessary arms, tracks, brackets, plates, shoes, and other accessories to suit door and frame conditions. 3. Finish accessories to match cover. F. Mounting: Room side of door. Also refer to hardware locations. EXIT DEVICES A. Acceptable Manufacturers: 1. Von Duprin, Inc., Indianapolis, IN. B. Acceptable Products: 1. Von Duprin 99 Series rim device at single doors and surface mounted vertical rod at pair of doors, touch bar design with 99L key locks and #07 levers as indicated in Hardware Sets. 2. Stanley 200 Series Heavy Duty rim type. 3. Approved equal. C. Standards: 1. Comply with ANSI A156.3, Grade 1. 2. Underwriters’ Laboratories Inc. listed for "Accident Equipment List - Panic Hardware" at exit assemblies. 3. Underwriters’ Laboratories Inc. listed for "Fire Exit Hardware" at labeled assemblies. D. Mullion Finish: Factory paint. Color as selected by Architect. City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 16 DOOR STOPS A. Acceptable Manufacturers: 1. Baldwin Hardware Corp., Reading, PA. 2. Brookline Industries, Inc., Chicago, IL. 3. Builder’s Brass Works Corp., Los Angeles, CA. 4. Glynn-Johnson, Chicago., IL. 5. Hiawatha, Inc., Bloomington, MN. 6. H.B. Ives, Wallingford, CT. 7. Quality Hardware Manufacturing Co., Hawthorne, CA. 8. Rockwood Manufacturing Co., Rockwood, PA. 9. Triangle Brass Manufacturing Co., Inc., (Trimco), Los Angeles, CA. B. Provide door stops at each door leaf, except not required at doors equipped with overhead stops/holders, or doors equipped with closers having dead-stop features whether scheduled or not. C. Door stops consist of stops to prevent doors from striking building components or equipment. D. Floor Stops: 1. Dome type. a. Use only at storage, janitor, mechanical equipment, and electrical rooms and other locations indicated in Hardware Sets. b. Equip with appropriate riser where scheduled for areas indicated to receive carpet or thresholds. c. Acceptable Product: Trimco #1212. 2. Heavy Duty type: a. Use at HM doors and other locations indicated in Hardware Sets. b. Heavy duty, high impact c. Acceptable Product: Rockwood 463 E. Overhead Door Stops and Holders: ANSI/BHMA A156.6, Grade 1 certified overhead stops and holders to be surface or concealed types as indicated in Hardware Sets. Track, slide,arm and jamb bracket to be constructed of extruded bronze and shock absorber spring of heavy tempered steel. Provide non-handed design with mounting brackets as required for proper operation and function. 1. Acceptable Manufacturers: a. Rixson Door Controls (RF). b. Sargent Manufacturing (SA). ELECTRONIC DOOR CONTROLS A. Electromagnetic Hold Open Devices: 1. Acceptable manufacturers: a. Dorma Door Controls Inc., Reamstown, PA. b. Rixson-Firemark, Franklin Park, IL. c. Yale Security Inc., Charlotte, NC. 2. Operation: Fail-safe. 3. Voltage: 24 volts DC. 4. Acceptable products: a. Single Door, head mounted, Dorma EML 1000. MISCELLANEOUS HARDWARE A. Acceptable Manufacturers: 1. Baldwin Hardware Manufacturing Corp, Reading, PA. City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 17 2. Brookline Industries, Inc., Chicago, IL. 3. Builder’s Brass Works Corp., Los Angeles, CA. 4. Door Controls International, Ann Arbor, MI. 5. Glynn-Johnson, Chicago, IL. 6. Hiawatha, Inc., Bloomington, MN. 7. H.B. Ives, Wallingford, CT. 8. Quality Hardware Manufacturing Co., Hawthorne, CA. 9. Rixson-Firemark, Franklin Park, IL. 10. Rockwood Manufacturing Co., Rockwood, PA. 11. Stanley Hardware Division of The Stanley Works, New Britain, CT. 12. Trego Industries, Inc., Red Oak, TX. 13. Triangle Brass Manufacturing Co. (Trimco), Los Angeles, CA. B. Flush Bolts: 1. Manual design equivalent to Ives 458-1/2 at non-labeled metal or wood doors. 2. Manual design equivalent to Ives 358 at labeled wood doors. 3. Manual design equivalent to Ives 458 at labeled metal doors. 4. Equip with extension bolts of lengths to locate operating mechanism at 12 inches above floor for bottom unit and not over 72 inches above floor for top unit. 5. Equip bottom bolts with dust proof strike equivalent to Ives 489. Provide Ives 487 plate where floor mounted; plate not required at thresholds. C. Push Plates: 1. Rockwood RM1030 H “PUSH” 4” X 22” US 32D D. Pull Plates: 1. Rockwood RM 3100 Door Pull. 1” diameter, 22” overall length, 16” center to center; US32D finish. E. Coordinators: 1. Provide aluminum filler bar, prime painted; field paint to match door frame. 2. Acceptable Product: Glynn-Johnson COR Series, Model No. COR-FB-BX with FB Series filler. F. Silencers: 1. Type: Preformed neoprene or rubber. 2. Location and quantities: a. Pairs of doors: Two at header. b. Single doors: Three at strike jamb. c. Weatherstripped doors d. Smoke sealed doors: WEATHERSTRIPPING, SEALS AND THRESHOLDS A. Acceptable Manufacturers: 1. A. J. May Corp., Houston, TX. 2. National Guard Products, Inc., Memphis, TN. 3. Pemko Inc., Ventura, CA. 4. Reese Enterprises, Inc. Rosemount, MN. 5. Ultra Industries, Commerce, CA. 6. Zero International, Inc. Bronx, NY. B. Smoke Seals: 1. Type: UL rated, surface applied, self-adhesive, polypropylene or silicone rubber strips. 2. Color: Black. 3. Acceptable product: Pemko S88 Siliconseal. C. Astragals 1. Type: Steel, adjustable, surface mounted; push side. City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 18 2. Acceptable Product: Pemko 351 Series. D. Thresholds: 1. Type: Extruded aluminum. 2. Acceptable Product: NGP 890 with vinyl bumper. E. Weatherstripping: 1. Type: Extruded aluminum with neoprene bulb. 2. Acceptable product: NGP 131NSA. F. Sweep Strips: 1. Type: Extruded aluminum with neoprene seal. 2. Acceptable Product: NGP 100VA. FINISHES A. Except where indicated otherwise in Hardware Sets, comply with following: B. Typically: 626 Brushed Chrome, 630 stainless steel. C. Surface Mounted Closers: Spray-painted to match other hardware. D. Special care is to be taken to make uniform the finish of all various manufactured items. E. Extruded aluminum products, except for thresholds and specified gasketing, are not acceptable. KEY CONTROL SYSTEM A. Acceptable Manufacturers: 1. Key Control Systems, Inc., Bechtelsville, PA. 2. Lund Equipment Co., Inc., Bath, OH. 3. Telkee, Inc., Glen Riddle, PA. B. Cabinet: Surface mounted hinged panel type cabinet manufactured from cold-rolled furniture steel, electro-welded construction, with manufacturer’s standard baked enamel finish. Equip with pin tumbler locking mechanism. Sized to contain indexed keys for Project, plus 50 percent expansion. C. Key Control System: Dual tag indexed system complete with numbered labels and numbered tags, permanent key tags, working key tags, key loan and receipt system, three way cross index system, key gathering envelopes, and instruction manual. ROOFING For repair of existing roofing, the cutting of the existing roof shall be kept to a minimum and, where necessary, must be made in a clean and orderly manner to prevent the appearance of a patch. Repair all damage to existing and new roofing caused by the work of this Contract at no additional cost to the Government. The work must be executed in such a manner as to maintain the integrity of the existing roofing manufacturer's warranty. 1. Pre-Roofing Conference: Prior to beginning roofing work, hold a Pre-Roofing Conference with the personnel directly responsible for the roofing systems work, as well as the roofing manufacturer's technical representative. 2. Roof Design Assurance: If the roofing project is significant (Significant Roof - A single or group of buildings greater than 1,400 m2 (15,000 sf)), or where extenuating circumstances of the roof project such as building use, content, safety, or visibility require a roofing consultant, provide the services of a Registered Roof Consultant (RRC) certified by the Roof Consultant Institute, or a Registered Professional architect or Engineer who specializes in roofing, to approve the roof City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 19 design. The roof consultant must be engaged in roofing design and roofing construction as his primary endeavor. The roof consultant must verify in writing that the design for the project is in accordance with the current edition of NRCA Roofing and Waterproofing Manual, UFC's, and RFP, and standard industry practices and building codes. If a Roof Design Assurance Consultant is needed, consider using a Registered Roof Observer as a QC specialist. ROOF COVERINGS Roof coverings and procedures must comply with the requirements of UFC 3-110-03, Roofing, and NRCA, Roofing and Waterproofing Manualfound at http://www.nrca.net/rp/technical/manual/manual.aspx as the primary NAVFAC roofing criteria. Roof selection must comply with UFC 3-110-03, Roofing. 1. ROOF COMPONENTS: a. Insulation: For existing structures, provide insulation in accordance with ASHRAE 90.1. For new construction, provide R-30 insulation in the ceilings, attic spaces and soffit areas for interior spaces. Injected polyurethane and Urea Formaldehyde Foam field applied is not permitted. Provide acoustical insulation above walls separating bathroom/restrooms and corridor and adjacent occupied spaces, and between offices and corridors. Insulation must have a minimum sound attenuation rating of STC-55. Insulation must be Polyisocyanurate Rigid Board Insulation, Mineral Fiber Blanket Insulation to conform to ASTM C 991, with Glass Mat Gypsum Roof Board for use above the deck or insulation conforming to ASTM C 1177/C 1177M, where necessary. b. Vapor Retarder: Determine the need and location in the roof assembly for a vapor retarder. Where the mean January temperature is 40 degrees Fahrenheit or less, and the expected interior relative humidity is 45% or greater, use a vapor retarder. Otherwise, use ASHRAE 90.1 for the determination. 1) Vapor Retarders as Integral Facing - Alloy conforming to ASTM B 209, or Vapor Retarders Separate from Insulation - Vapor retarder material must be 10 mil polyethylene sheeting conforming to ASTM D 4397. 2) A slip sheet is required to separate the roofing panels from the insulation facing where the facing would be in direct contact with the roofing panels. If a slip sheet is necessary for use with a vapor retarder, use a 5 lb. per 100 square feet rosin-sized, unsaturated building paper. c. Prefabricated Curbs and Equipment Support: Provide Prefabricated curbs and equipment supports of structural quality, hot-dipped galvanized or galvanized sheet steel, factory primed and prepared for painting with mitered and welded joints. Provide integral base plates and water diverter crickets. Minimum height of curb must be 8 inches above finish roof. d. Fasteners: Provide fasteners that meet all requirements of the NRCA and Factory Mutual. e. Wood Nailers: Wood nailers shall be pressure-preservative-treated in accordance with AWPA M2 Standards, permanently marked or branded, and installed flush with the top of the adjacent insulation board. f. Flashing and Sheet Metal: Provide flashing and sheet metal work including scuppers, splash pans, and sheet metal roofing. Flashing and sheet metal must be provided in City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 20 accordance with roof manufacturer's printed installation instructions and in compliance with NRCA and SMACNA recommendations. Fabricate Flashing and sheet metal components from Copper, Lead-Coated Copper sheet, Steel Sheet, Zinc-Coated (Galvanized) - ASTM A 653/ A 653M, Stainless Steel - ASTM A 167, Type 302 or 304, 2D finish, or Pre-Finished Aluminum. g. Gutters and Downspouts: Provide gutters and downspouts compatible with roofing material and finish. Concealed (interior) gutters and downspouts are prohibited. Provide splash guards at points of discharge. h. Roof Openings and Supports: Provide flashings for roof openings and supports as recommended by the NRCA. Assure all penetration flashings extend minimum 200 mm (8 inches) above the finished roof surface. i. Roof Hatches: l. Guards: Provide rails or guards, if required should be as required by the OSHA, the International Building Code or other applicable safety standards. m. Traffic Pads: Provide on roof system to protect roof from foot traffic. Provide traffic pads around roof mounted mechanical equipment and underneath removable mechanical equipment access panels. Traffic pads must be of compatible material to roof. 4. OTHER ROOFING a. Lightning Protection: Lightning protection component penetrations and attachments must be sealed and flashed and anchored in a permanent manner and in a manner to avoid the degradation of the watertight integrity of the roof system. b. Roof Drains (Existing): Where existing roof drains are to be reused in roof replacement construction, the contractor must provide new, compatible flashing materials, a new drain clamping ring and new bolts for anchorage. Reuse of existing clamping ring and bolts is unacceptable. INTERIOR CONSTRUCTION PARTITIONS 1. Fixed Partitions: wood frame; light gage steel frame; concrete masonry complying with ACI 530.1/ASCE 6/TMS 602 and associated ASTM Standards; or cast-in-place concrete complying with UFC 1-200-01, General Building Requirements, ACI 117 and ACI 301/301M. In addition, interior partitions must comply with tables for sound isolation and noise reduction in Chapter 1, "Architectural Graphic Standards". Include a statement of adherence to the applicable criteria. Gypsum board/stud partitions may be standard gypsum board, moisture resistant, or impact resistant. Use cement board in showers and other wet areas. Reinforce points where doorknobs can strike a wall and anchorage points for wall mounted equipment. 2. Demountable or Removable Partitions: Must be of materials allowed by code and shall be anchored firmly to the structure to carry their own weight as well as impact forces and seismic lateral forces. Sound Transmission Class (STC) rating and Impact Isolation Class (IIC) rating shall be in accordance with ASTM E 90 or ASTM E 413 for frequency data, and shall meet the requirements of the intended use in Part 3. The majority of the components and hardware must City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 21 be provided by a single manufacturer and on the manufacturer's current GSA price list. The product must be included on the NAVFAC Selection Tool for Movable Walls. 3. Glazed Partitions and Interior Windows: Must be of the materials allowed by IBC, and must comply with fire and smoke separation requirements. Provide safety glazing and fire resistant rating where they are required. INTERIOR DOORS 1. Wood Doors: Stile and rail wood doors must be WDMA I.S.6A-01, premium or custom grade, heavy duty or extra heavy duty. Flush wood doors must be WDMA I.S.1A-04, premium or custom grade, heavy duty or extra heavy duty; or WDMA I.S.-97 (PC-5 5-ply particleboard core or SCLC-5 5-ply structural composite lumber core). Doors adjacent to paneling or millwork must comply with corresponding AWI millwork grade. Provide interior fire doors in rated walls. 2. Steel doors: Must be ANSI A 250.8, Level 1, (occasional use, low abuse types such as closet doors without locks); Level 2, (low use, moderate abuse types such as office/storeroom doors); Level 3, (moderate use, high abuse types such as BEQ sleeping room doors); Level 4, (high use, high abuse types such as corridors, stairways, assembly spaces, and main entry doors), with a physical performance level of 'A'. Maximum door undercut must not exceed 19 mm (3/4 inch). 3. Sound Insulated Doors and Frames: Utilize Sound Insulated Doors and Frames with sound control weatherstripping in rooms requiring wall assemblies to be sound insulated with a Sound Transmission Class (STC) rating as required. The STC rating for the door and frame assembly must be not less than the wall assembly STC rating. 4. Aluminum Doors and Frames: Provide swing-type aluminum doors and frames complete with framing members, transoms, side-lites, and accessories. Fabricate of ASTM B 221, Alloy 6063- TS for extrusions. 5. Steel Door Frames: ANSI A 250.8. Form frames with welded corners for installation in masonry partitions and knock-down field assembled corners for installation in metal stud and GWB partitions. Install frames in accordance with SDI 105. Form stops and beads with 20 gauge steel. Provide a minimum of three jamb anchors and base steel anchors per frame, zinc-coated or painted with rust-inhibitive paint, not lighter the 18 gauge. Secure frames to previously installed concrete or masonry with expansion bolts in accordance with SDI 11-F. Provide mortar infill of frames in masonry walls, and gypsum board compound infill at each jamb anchor in metal frame walls. 6. Fire doors: Provide in conformance with NFPA 80 an NFPA 105. Fire doors and frames must bear the label of UL, FM or WHI attesting to the rating required. Door and frame assemblies must be tested for conformance per NFPA 252 or UL 10B (for neutral pressure) or UL 10C (for positive pressure). Wood fire doors must also comply with ASTM E 152. Provide stainless steel astragals complying with NFPA 80 for fire-rated assemblies and NFPA 105 for smoke control assemblies. 7. Interior Door Hardware: Provide the services of a certified door hardware consultant to prepare the door hardware schedule. Unless otherwise noted, interior doors include latch, City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 22 hinges, door stops and door silencers. Provide closers and kick plates for fire-rated, corridor, stairway and high-use non-residential doors. a. Hinges - BHMA A156.1, Grade 1, 108 x 108 mm (4 1/2 x 4 1/2 inches) with non- removable pin or anti-friction bearing hinges. b. Locks and Latches - For non-residential buildings use Series 1000, Operational Grade 1, Security Grade 2 for stairways, building entrances, corridors, assembly spaces, and other high use interior doors. Use Series 4000, Grade 1 for non-residential locations not using Series 1000 hardware. For residential buildings use Series 4000, Grade 2 for interior doors. a) Mortise Locks and Latches - BHMA A 156.13, Series 1000, Operation Grade 1, Security Grade 2. b) Bored Locks and Latches - BHMA A 156.2, Series 4000, Grade 1, or Grade 2. c. Exit Devices - BHMA A 156.3, Grade 1. Provide touch bars in lieu of conventional crossbars and arms. Use manufacturer's integral touch bars in aluminum storefront doors. d. Card Key Access - Provide card key type access units for specialized entries. Provide lithium battery powered, magnetic stripe keycard locksets that are ANSI/BHMA A156.13, Series 1000, Grade 1, mortise or ANSI/BHMA A156.2, Series 4000, Grade 1, cylindrical locks, tamper resistant, UL listed with 25 mm (1 inch) throw deadbolt, 19 mm (3/4-inch) throw latch bolt, auxiliary dead-locking latch, and 68.75 mm (2-3/4 inch) backset. Provide hardware keying compatible with the existing base-wide keying system. Replacement interchangeable cores must be compatible with the Best Lock system. e. Key Cabinet: Provide a Key Cabinet with 30% over capacity. SPECIALTIES 1. Compartments, Cubicles, & Toilet Partitions: FS A-A-60003. Provide toilet compartments at multi-fixture toilet rooms of Type I, Style B-Ceiling Hung, C-Overhead Braced, or F-Overhead braced-alcove. Reinforce panels to receive partition-mounted accessories. Urinal screens must be FS A-A-60003. Type III, Style A, floor supported and wall hung or Style D, wall hung. Wall hung urinal screens must be secured with continuous flanges to urinal screen and wall. Steel and Plastic toilet partitions must have a recovered materials content of 20 to 30 percent. Chrome-plated or stainless steel door latches and coat hooks. Provide one coat hook per compartment door. Latches and hinges for handicapped compartments must comply with ABA Accessibility Standards. 2. Toilet and Bath Accessories: Provide toilet and bath accessories and install per ABA Accessibility Standards and manufacturers' requirements. All toilet accessories shall be of matching design and all from a single manufacturer. Bobrick Company catalog numbers are referred to for purposes of establishing a quality. Products of similar design, function and quality from other manufacturers may be submitted for consideration. Grab Bars - 36” and 42” Surface mounted straight grab bars (B-6806). 36” and 42” lengths, 1-1/2" diameter, satin finish: Grab bar shall be type-304 stainless steel with satin finish. Grab bar shall have 18-gauge (1.2mm) wall thickness and 1-1/2" outside diameter. Clearance between the grab bar and wall shall be 1-1/2". Concealed mounting flanges shall be 1/8" thick stainless steel plate, 2" x 3-1/8", and equipped with two screw holes for attachment to wall. Flange covers shall be 22 gauge, 3-1/4" diameter x 1/2" deep, and shall snap over mounting City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 23 flange to conceal mounting screws. Ends of grab bar shall pass through concealed mounting flanges and be heliarc welded to form one structural unit. Grab bar shall comply with barrier-free accessibility guidelines (including ADAAG in U.S.A.) for structural strength. Sanitary Napkin Disposal (B-270). Surface mounted sanitary napkin disposal shall be type 304 Stainless steel with all welded construction; exposed surfaces shall have satin finish. Front of sanitary napkin disposal shall have same degree of arc and match other Bobrick Contura Series accessories. Cover shall be drawn, one-piece seamless construction and secured to container with a full length stainless steel piano hinge. Container shall have integral finger depression for opening cover. Surface Mounted Multi-Roll Toilet Tissue Holder (B-2740): Double-roll toilet tissue dispenser shall have a heavy-duty cast-aluminum bracket with satin finish. Theft-resistant spindles shall be molded high-impact ABS with retractable pins and concealed locking mechanisms. Unit shall accommodate two standard-core toilet tissue rolls up to 6" (152mm) diameter (2000 sheets). Mirror specified in Section 08800 Glass and Glazing. Touch-free foam soap dispenser. (Gojo 2730-12). Surface mounted soap dispenser with hands- free battery-operated pump dispenser. 1200 mL capacity. ABS Plastic with polycarbonate view window. 3-year warranty. . Automatic Paper Towel Dispenser: Georgia Pacific Model #59498A enMotion Impulse 8” Automated Touchless Towel Dispenser. Black with translucent gray view windows. Holds and dispenses proprietary hard-wound roll towels. Dimensions: 13.8” H x 12.7“ W x 8.58” D. Mop and Broom Holder: (B-223) 24" long. Type 304 stainless steel, satin finish. Antislip mop holders have spring-loaded rubber cam. Holds 3 mops 3 1 ⁄4" (85mm) from wall. Surface Mounted Mirror Bobrick Surface mounted stainless steel framed mirror (B-290 x1836). No. 1 quality 1/4" float glass mirror electrolytically copper plated. 15-year guarantee against silver spoilage. 20 ga. galv. steel back with concealed mounting bracket and set screws. 1/8" thick polyethylene back padding. Utility Hook: (B-670) Bright-polished stainless steel. Flange is 2" x 2" (50 x 50mm). Hook 1⁄2" (13mm) wide, projects 2" (50mm) from wall. 24” Surface mounted straight grab bars (B-6806). 24” length, 1-1/2" diameter, satin finish: Grab bar shall be type-304 stainless steel with satin finish. Grab bar shall have 18-gauge (1.2mm) wall thickness and 1-1/2" outside diameter. Clearance between the grab bar and wall shall be 1- 1/2". Concealed mounting flanges shall be 1/8" thick stainless steel plate, 2" x 3-1/8", and equipped with two screw holes for attachment to wall. Flange covers shall be 22 gauge, 3-1/4" diameter x 1/2" deep, and shall snap over mounting flange to conceal mounting screws. Ends of grab bar shall pass through concealed mounting flanges and be heliarc welded to form one structural unit. Grab bar shall comply with barrier-free accessibility guidelines (including ADAAG in U.S.A.) for structural strength. Recessed Automatic Paper Towel Dispenser: Georgia Pacific Model #59466A enMotion Impulse 8” Automated Touchless Towel Dispenser. Recesses 4” into wall. gBlack with translucent gray view windows. Holds and dispenses proprietary hard-wound roll towels. Dimensions: 16.4” H x 13.3” W x 8.” D. 3. Marker Boards and Tack Boards: Provide porcelain enamel marker boards fused to a nominal 28 gauge steel sheet and tack boards of cork, with a tensile strength of at least 40 psi when tested according to ASTM F 152, with woven or vinyl covering. City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 24 4. Signage: All doors must have an identifying device. All handicap accessible facilities must utilize signage which meets current ABA Accessubility Standards requirements with regard to Braille, raised characters, finishes (contrast), size and mounting height. If room names are subject to frequent change, provide an interchangeable strip to be utilized to facilitate removal and replacement. 5. Lockers: Provide lockers to meet FS AA-L-00486 (Rev J), enameled steel with special bases. 6. Shelving: Provide steel shelving. 7. Counters: Provide solid plastic or plastic laminate counter tops and back splashes, AWI Custom grade. 8. Cabinets: Provide cabinetry and millwork items with associated accessories and hardware. Cabinetry must be AWI premium or custom grade and have concealed hinges with adjustable standards for shelves. 9. Casework: Provide all built-in premanufactured metal cabinetry for specialized functions such as laboratories, libraries, medical and dental facilities. Casework must comply with Mil Std 1691. 10. Closets: Provide premanufactured or millwork closets or prefabricated coat closets. 11. Fire Extinguisher Cabinets: A. Fire Extinguisher Cabinets: Furnish a total of seven (7) semi-recessed fire extinguisher cabinets equal to Larsen Fire Extinguisher Cabinet. Install as indicated on the drawings as FEC. 1. Model: a. Semi-recessed: 2409-5R 2. Size: 9 1/2" x 24" x 5" deep clear inside. 3. Material: Steel with factory-baked prime coat of paint. 4. Trim: Flat Trim. 5. Door: Full DSA glass panel. B. Fire Extinguisher: Furnish a total of seven (7) fire extinguishers. Install as indicated on the drawings as FEB’s and in FEC’s. 1. Extinguisher: Multi-purpose dry chemical type. 10 lb. nominal capacity. 12. Firestopping Penetrations: Provide all sleeves, caulking, and flashing for firestopping penetrations. 13. Entrance Floor Grilles and Mats: Provide recessed pan or surface floor mats at main entrance only or all building entrances. 14. Ornamental Metal Work: Provide ornamental metalwork. 15. Other Interior Specialties: Motorized projection screen must be wall or ceiling or above-ceiling mounting. Pull-down projection screens must be provided in lieu of motorized projection screens as approved by the Activity. City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 25 INTERIOR FINISHES WALL FINISHES Unless otherwise noted in the RFP, primary wall finish is painted gypsum wall board. Provide fire resistive construction and finishes for fire separation between areas of the building in accordance with the latest adopted version of the IBC, and NFPA 101. Provide water resistant cementitious board at floors and walls of tubs and showers. 1. Ceramic Tile: Provide ceramic tile wall systems as defined in the Tile Council of America (TCA) handbook for ceramic tile installation and materials for the service requirements listed. Provide installation and materials in accordance with ANSI A108/A118 series standards, except do not use organic adhesives. Provide manufacturer's full range of colors and styles. Tile must be a minimum of one grade above base grade. Coordinate with ceramic bath accessories for modularity. Include all trim pieces, caps, stops, and returns to complete installation. FLOOR FINISHES Provide new flooring materials as required. All flooring materials, adhesives, finish coats, sealers and mortar materials must meet or exceed EPA requirements for toxic substance content restrictions and air quality requirements; and meet or exceed fire protection requirements, such as smoke and flame spread requirements. When laying broadloom carpets and resilient flooring, use the widest sheet materials available to avoid or minimize the number and extent of seams. When seams are required, locate seams at infrequent traffic areas. Contractor is required to submit seam layout to Contracting Officer for approval prior to installation. 1. Ceramic Tile: Provide ceramic tile floor systems as defined in the Tile Council of America (TCA) handbook for ceramic tile installation and materials for the service requirements listed. Provide installation and materials in accordance with ANSI A108/A118 series standards, except do not use organic adhesives. Provide manufacturer's full range of colors and styles. Tile must be a minimum of one grade above base grade.Provide ceramic or porcelain tile with a minimum breaking strength of 202kg (300 pounds), ASTM C648, and a maximum absorption rate of 0.5%, ASTM C373. Tile must have a minimum coefficient of friction (wet and dry) of 0.6, ASTM C1028. 2. Resilient Flooring: Meet or exceed applicable ABA Accessibility Standards horizontal requirements. Install flooring per manufacturer's recommended methods and adhesives. Provide manufacturers full line of color and pattern selections, including multi-color patterns. Linoleum Sheet or Tile Flooring must be 2.5 mm (0.10 inch) gage; minimum 250 psi static load limit, ASTM F970; and with multi-color pattern and color extending throughout thickness, ASTM F2034, Type I. Resilient homogeneous vinyl sheet flooring must be commercial quality, 2.0 mm (0.080 inch) overall gage, with minimum 1.6 mm (.066 inch) thick wear layer, protective urethane finish, ASTM F1303, Type II, Grade 1, Class A. Resilient vinyl composition tile must be commercial grade, 3 mm (.125 inch) gage, ASTM F1066, Comp. 1, Class 2, through pattern. 3. Carpet: Carpet manufacturer and installer must be experienced, established and in good standing with the industry. Carpet, broadloom or tile must be installed per the Carpet & Rug Institute's recommendations. Carpet must be tufted, textured loop, cut/loop or tip sheared, a minimum of 26 oz. face weight, minimum density of 6600, 100% premium branded yarn- or solution-dyed, Type 6 or 6.6 continuous hollow filament nylon. Carpet must be multi-color and patterned for soil and wear hiding properties. Carpet must have high performance backing warranted against zippering, edge raveling and delamination, be anti-static and anti-microbial. Carpet must meet Flammability ratings; generate less than a 450 rating, ASTM E662; meet the City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 26 Critical Radiant Flux Classification of not less than 0.45 W/sq. cm., ASTM E648. Where indicated in the room requirements, provide attached polyurethane cushion or separate polyurethane cushion for double stick pad installations, ASTM 1667 and ASTM 3676. 4. Wall Base: Provide porcelain or ceramic tile base for porcelain or ceramic tile floor. Provide solid, through color preformed rubber or vinyl base for carpeted/resilient flooring areas. Provide a sealant between base and floor finish in all wet areas. CEILING FINISHES Unless otherwise noted in the room requirements, acoustical ceiling panels must be 24 inch by 24 inch, with a minimum light reflectance of .75, Class A, flame spread 25 or less and smoke development of 50 or less, ASTM E84. Acoustical ceiling panels must have minimum 60% recycled content and conform to ASTM E1264. Panels must have a factory-applied standard washable painted finish or Type IV with factory-applied plastic membrane-faced vinyl, Form: 1, 2 or 3. Provide square edge except as noted. Unless otherwise noted in the room requirements for entrance lobby, restrooms and showers, provide a painted, suspended gypsum board ceiling. Exposed structural systems shall be painted. PAINTING All painting and coating materials must be low VOC, comply with local air quality control laws and, regulations; and conform to the Master's Painters Institute's (MPI) Architectural, Interior Systems Manualand the MPI's Maintenance and Repainting Manualrecommendations for paint systems, surface preparation and applications. Provide minimum of one prime coat and two finish coats. The prime coat must not be combined with texture or other coatings. Seal and prime all surfaces to cover underlying stains or discoloration that may affect finish paint. Finish coats must provide full coverage of undercoats and substrates. All walls and ceilings in wet area must have semi-gloss paint. All wood or metal cased openings, door trims and casings, window trims and casing, and other finish trim must have semi-gloss paint. All interior walls and ceilings must have satin or eggshell finish. For previously painted surfaces, prime all surfaces to ensure compatibility of finish coats. Do not paint prefinished surfaces except as noted. Provide Institutional Low Odor/Low VOC Latex paint or High Performance Architectural Latex systems as defined and approved by the MPI Systems Manual for the various substrates required to be painted. Paint/Color Selection: Provide paint systems tested to "Detailed Performance Level" standard as defined by MPI. Paints must be readily available for purchase in standard colors. SERVICES PLUMBING Provide plumbing fixtures, appliances, and equipment complete and usable as required by Part 3. All plumbing fixtures, appliances and equipment, piping, valves, accessories, and appurtenances must comply with International Plumbing Code (IPC) and all other applicable codes and standards, including energy, water conservation, and local activity regulations and standards. Provide all plumbing fixtures to meet current criteria of EPA Watersense program http://www.epa.gov/watersense 1. Domestic Water: Provide ASTM B 88 Type K or L copper tubing and fittings for pipe sizes 4 inches or smaller. Provide Type L tubing above ground with solder fittings. For buried piping, City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 27 use Type K tubing with solder fittings, or Chlorinated polyvinyl chloride (CPVC) Plastic pipe, fittings, and solvent cement per ASTM D 2846/D 2846M for sizes 4 inches and smaller. Provide mineral fiber insulation with vapor barrier on domestic water (hot and cold) supply and recirculation piping. Provide re-circulating pumps or instantaneous water heaters for hot water systems with fixtures greater than 100 ft from hot water source. Provide water hammer arrestors per PDI STD WH-210 as required for rapid water shut off scenarios. All water valves except for fixture shut off valves must be ANSI B16.18 brass, full port ball type. All plumbing fixtures must have separate shut off valves. All piping must be concealed in walls, attic spaces, or in crawl spaces under floors. Provide access panels for valves behind walls. No under slab water piping is allowed. Fittings for annealed copper tubing must conform to ANSI Bl6.22. Solder and flux must be lead free. Exposed exterior piping is prohibited unless otherwise not practical. Provide identification for piping and equipment. 2. Wall Penetrations: Piping which penetrates fire rated walls must be completely sealed to maintain fire resistance integrity as required by Code. Penetrations through walls that are not fire rated must be adequately supported and sealed. Pipe penetrations through exterior walls must be sleeved, caulked with weatherproof sealant and provided with finish trim. PLUMBING FIXTURES Provide fixtures complete with fittings, and chromium-plated, or nickel-plated brass (polished bright or satin surface) trim. All fixtures, fittings, and trim, must be from the same manufacturer and must have the same finish. Access panels must be provided for all bathtubs and showers, except at exterior and party walls and where tub or showers are back to back. Provide cleanouts in accordance with the plumbing code. Rotate or extend cleanouts required to facilitate maintenance and clearing of blockage in waste piping. 1. Faucets: All faucets must be brass construction, washerless type, with seals and seats combined in one replaceable ceramic disk valve cartridge designed to be interchangeable with all lavatories, bathtubs and kitchen sinks, or having replaceable seals and seats removable either as a seat insert or as a part of a replaceable valve unit. Faucets provided must be of the same type and manufacturer throughout the facility, unless otherwise noted. Lavatory faucets must be U.S. Environmental Protection Agency (EPA) WatersenseÂ® certified and labeled bathroom sink faucets. 2. Water Closets: Water closets must be in accordance with ANSI A112.19.2, with trim conforming to A112.19.5. Water closets must be vitreous china and have an elongated bowl with trip lever, unlined tank, close coupled siphon jet, floor outlet with wax gasket, flange and an anti-siphon float valve. Provide white closed front seat and cover for private toilets and open front seat cover for public facilities. Water consumption must be no greater than 1.6 gallon maximum per complete flushing cycle. Provide self-closing metering type flush valve on flush valve type water closets, unless electronic control is specified in Part 3. Maximum flush volume must not exceed 1.28 gallon per flush (GPF) (4.8 Liter per flush (LPF)) for single function flush valves. Dual function flush valves must provide a flush of 0.8 to 1.6 GPF (3.0 to 6.0 LPF) or 1.28 GPF (4.8 LPF) average for 2 low volume flushes and one high volume flush. Tank type water closets must be U.S. Environmental Protection Agency (EPA) WatersenseÂ® certified and labeled toilets. 3. Urinals: Provide U.S. Environmental Protection Agency (EPA) WatersenseÂ® certified and labeled ceramic-type urinals. 4. Lavatories: Unless otherwise specified by Part 3, lavatories must be integral to the vanity countertops. Each lavatory must be provided with hot and cold water tempered by means of a mixing valve or combination faucet. City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 28 5. Sinks: ASME/ANSI A112.19.3M sink, 20 gage stainless steel with integral mounting rim, minimum dimensions of 840 mm (33 inches) wide for two compartment or 560 mm (21 inches) wide for one compartment by 560 mm (21 inches) front to rear, with ledge back and undersides coated with sound dampening material. 6. Water Coolers: ARI 1010, wall-mounted, bubbler style, air-cooled condensing unit, 4.20 mL per second (4.0 gph) minimum capacity, stainless steel splash receptor, double wall heat exchanger, and all stainless steel cabinet. Install in accordance with the manufacturers instructions. 7. Service sinks: ASME A112.19.1M, white enameled cast-iron or ASME A112.19.2M white vitreous china, wall mounted and floor supported by wall outlet cast-iron P-trap, minimum dimensions of 560 mm (22 inches) wide by 457 mm (18 inches) front to rear with 230 mm (9 inch) splashback, and stainless steel rim guard. Provide ASME A112.18.1M copper alloy back- mounted combination faucets with vacuum breaker and 20 mm (0.75 inch) external hose threads 9. Mop Sinks: Pre-cast terrazzo or ASME A112.19.2M white vitreous china floor-mounted mop sink, 914 mm x 914 mm x 305 mm (36 inches x 36 inches x 12 inches). Terrazzo must be made of marble chips cast in white Portland cement to a compressive strength of not less than 25 mPa (3625 PSI) 7 days after casting. Provide brass body drains with nickel bronze strainers cast integral with mop sink. Provide stainless steel rim guard for mop sink. Provide chrome- plated exposed hot and cold water faucets ASME A112.15.M wall-mounted copper alloy faucets swing spout with 20 mm (3/4 inch) hose connection, vacuum breaker, and pail hook. Provide mop hanger on wall above sink suitable for four mops. DOMESTIC WATER DISTRIBUTION 1. Natural Gas or Propane Fired Storage Water Heaters: Provide high efficiency storage type natural gas or propane fired water heaters per ANSI Z21.10.1 or ANSI Z21.10.3 meeting AGA requirements. For California, unit efficiency must meet or exceed that listed in the Title- 24Standards. Equipment efficiency must be in accordance with Energy Star or FEMP designated products list, For gas water heaters use Energy Star labeled products. For products not listed by Energy Star or FEMP provide products with efficiency rated in the top 25% of available products.Water heaters must be equipped with glass-lined steel tanks, minimum R-15 polyurethane foam insulation, replaceable anodes, and adjustable range thermostat to allow hot water settings between 43 and 71 degrees C (110 and 160 degrees F). Water heater warranty must be a minimum of 10 years. Provide vent in accordance with NFPA 54. Provide low NOx burners that meet SCAQMD requirements. Install in accordance with manufacturer's instructions and the code. Where earthquake loads are applicable, water heater supports must be designed and installed for seismic forces in accordance with the International Building Code. 2. Electric Water Heaters: Provide electric water heaters with double heating element per UL 174. Unit efficiency must meet or exceed that listed for FEMP or ENERGYSTAR, or as listed in ASHRAE 90.1, whichever is greatest. Water heaters must be equipped with glass-lined steel tanks, high efficiency type, insulated with polyurethane foam insulation, replaceable anodes, and adjustable range thermostat to allow hot water settings between 43 and 71 degrees C. SANITARY WASTE & VENT City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 29 All new sewers below concrete slab must be solid core, minimum schedule 40 (DWV Type), ABS in accordance with ASTM 2661. New waste and vent piping above floor must be Schedule 40 PVC (DWV Type) ASTM 2665 or ABS ASTM 2661. Use of ABS plastic pipe must conform to the IBC and IPC. Provide pipe sizing, configurations, and cleanouts as required by the IPC. Cellular core plastic pipe is not allowed. SOVENT systems are not allowed. RAINWATER DRAINAGE Below concrete slab must be solid core, minimum schedule 40 (DWV Type), ABS in accordance with ASTM 2661. Above floor must be cast iron hubless, or hub and spigot, or Schedule 40 PVC (DWV Type) ASTM 2665 or ABS ASTM 2661 as indicated in Part 3. Pipe materials must conform to the IBC and IPC. Provide pipe sizing, configurations, and cleanouts as required by applicable codes and standards. OTHER PLUMBING SYSTEMS Natural Gas Piping Systems: Exterior above grade natural gas piping must be schedule 40 galvanized steel pipe with threaded fittings and joints. Underground exterior gas piping must be polyethylene pipe that satisfies the requirements of NFPA 54, ASTM D2513-01, and ASME B31-8. Provide warning tape at 12 inches below grade directly above buried gas pipes. Below grade metal gas piping is prohibited. Interior gas piping must be ASTM A 53, schedule 40 black steel with ASME B16.3 threaded fittings and joints. The use of semi-rigid tubing and flexible connectors for gas equipment and appliances is prohibited except for final connections to the equipment and appliances where they must be provided. Provide flexible gas connections in accordance with ANSI Z21.45 and not more than 40 inches long. Provide accessible gas service with shutoff valve for all equipment. Gas piping must conform to NFPA 54 and must be pressure tested in accordance therewith. Gas piping is considered a fragile utility in the content of UFC 4-010-01, DOD Minimum Antiterrorism Standards for Buildings. HEATING, VENTILATION AND AIR CONDITIONING (HVAC) SYSTEMS The HVAC systems must comply with the latest edition of the International Mechanical Code, International Plumbing Code, ASHRAE Standards, National Electrical Code, National Fire Protection Association Publications, International Building Code or ASHRAE 90.1 energy efficiency standards (the more stringent of the two) unless otherwise specified in Part 3. All equipment, appliances, ductwork and accessories must comply with applicable codes and standards. . The Contractor must certify that the installation is in conformance with the applicable codes and standards at the completion of the contract, prior to final invoice being processed and final acceptance. Provide Energy Star rated equipment where available. Provide equipment with performance in excess of Energy Star requirements where specified. 1. Equipment Clearance: Provide working space around all equipment. Provide all required fittings, connections and accessories required for a complete and usable system. All equipment shall be installed per the manufacturer's recommendations. Where the word "should" is used in manufacturer's instructions, substitute the word "shall". 2. Material and Equipment Qualifications: All materials and equipment must have been in satisfactory commercial or industrial use for 2 years prior to the bid opening. The 2-year use must include applications of equipment and materials under similar circumstances and of similar size. The product must have been for sale on the commercial market through advertisements, manufacturer's catalogs, or brochures during the 2-year period. 3. Motors: Single-phase fractional-horsepower alternating-current motors must be high efficiency types corresponding to the applications listed in NEMA MG 11. Select polyphase motors based on high efficiency characteristics relative to the applications as listed in NEMA MG 10. City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 30 Additionally, all polyphase squirrel-cage medium induction motors with continuous ratings must meet or exceed energy efficient ratings per Table 12-10 of NEMA MG 1.& Provide controllers for 3-phase motors rated 0.75 kW (1 hp) and above with phase voltage monitors designed to protect motors from phase loss and over/under-voltage. Provide means to prevent automatic restart by a time adjustable restart relay. For packaged equipment, the manufacturer must provide controllers including the required monitors and timed restart. Provide reduced voltage starters for all motors 25 hp and larger. 4. Equipment Support: Provide housekeeping pads and vibration isolators under all floor- mounted equipment. 5. Coatings: When required in Part 3, provide chiller and air handler coils with copper tube/copper fin coil construction or immersion applied, baked phenolic or other approved coating.& Field applied coatings are not acceptable. Mechanical equipment casings must have painted finishes that pass a salt-spray test conducted per ASTM B117 for duration of at least 500 hours. 6. Equipment Insulation: Provide insulation on all chilled water equipment. Insulate hot and chilled water pumps and equipment as suitable for the temperature and service in rigid block, semi-rigid board, or flexible unicellular insulation to fit as closely as possible to equipment. Provide vapor retarder for chilled water applications. 7. Acoustical considerations: Noise levels in all areas served (supply, return, and exhaust) by a mechanical system must comply with ASHRAE Design Guidelines for HVAC related background sound in rooms as indicated in the lasted ASHRAE Fundamentals Handbook. The RC-rating method must be utilized. COOLING GENERATING SYSTEMS 1. Chillers: Air-cooled chillers must be type indicated in Part 3 and meet the requirements of ARI 550/590-98. Provide control panel with the manufacturers' standard controls and protection circuits. If DDC system is required in project, provide a control interface for remote monitoring of the chiller's operating parameters, functions and alarms from the DDC control system central workstation. Provide complete start-up and operational testing of chiller equipment. 2. Direct expansion systems: Provide units factory assembled, designed, tested, with ducted air distribution and rated in accordance with ARI 210/240 or ARI 340/360. Refrigerant piping size must be per the manufacturer's recommendations. Insulate refrigerant piping suction lines and condensate drain. 3. Refrigerants: The use of Ozone Depleting Substances (ODS) as well as the qualifications and credentials of personnel servicing equipment that contains ODS is restricted. Refrigerants must have an Ozone Depletion Potential (ODP) of 0.0 with exception to R-123. The ODP must be in accordance with the "Montreal Protocol on Substances That Deplete the Ozone Layer", September 1987, as amended through 2000, sponsored by the United Nations Environment Programme. 4. Coils: If coatings are indicated in Part 3, provide with copper tube/copper fin construction or immersion applied, baked phenolic or other approved coating that passes the 3000 hour salt spray resistance test using ASTM B117 procedure. Field applied coatings are not acceptable. City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 31 DISTRIBUTION SYSTEMS 1. Ductwork: All ductwork must be provided in accordance with the latest SMACNA guidelines. Flexible duct lengths must not exceed 5 feet. Provide galvanized sheet metal ducts except for special exhaust systems and the following: a. For fume hood exhaust, kitchen hood exhaust, and dishwasher exhaust, provide stainless steel ductwork. b. For shower area exhausts, provide aluminum or stainless steel ductwork and sloped to drain provisions. After the shower exhaust is mixed with a volume of general exhaust air equal to 200% of the shower exhaust rate, standard galvanized construction may be used. c. Internal insulation-lined ductwork is prohibited in all areas. For ductwork located exterior to the building, provide externally insulated systems with sheet metal cladding. Provide external thermal insulation for all ductwork. Insulate ductwork in concealed spaces with blanket flexible mineral fiber. Insulate ductwork in Mechanical Rooms and exposed locations with rigid mineral fiber insulation. Provide insulation with factory applied all-purpose jacket with integral vapor retarder. In exposed locations, provide a jacket with white surface suitable for painting. Flame spread/smoke developed rating for all insulation shall not exceed 25/50. Minimum insulation thickness must be the minimum thickness required by ASHRAE 90.1. Insulate the backs of all supply air diffusers with blanket flexible mineral fiber insulation. d. The ductwork must be sealed with an approved duct sealer and in accordance with SMACNA standards. If leakage testing is indicated in part 3, the duct leakage must not exceed 2%. e. Provide manual volume dampers in each branch take-off from the main duct to control air quantity. Dampers must conform to SMACNA DCS. Dampers must be installed in accessible locations. 2. Fire Dampers: Fire dampers must be rated per UL 555. Fire dampers must be dynamic type rated for closure against a moving airstream. Provide fire dampers that do not intrude into the air stream when in the open position. 2. Piping: a. Provide insulated, steel piping for sizes 4 inches and larger and insulated copper piping for sizes less than 4 inches for water supply and return piping to serve the HVAC equipment throughout the facility . b. Provide system flushing and start-up for water systems. b. Oil piping: ANSI/ASTM A53 or A106 piping with associated ASME fittings or ASTM B88, type L or M copper tubing with ASME B16.26 flared fittings or compression type fittings. c. 4. Exhaust Fans And Ducts: a. General: Exhaust fans must be sized to move the volume of air required to comply with International Mechanical Code for the areas requiring exhaust. b. Bathroom, restrooms and Utility Room Exhaust Fans: Exhaust fans must be sized to give not less than 10 air changes per hour in the space to be ventilated. Fans must City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 32 have a maximum sound level of 3 sones and be separately switched from light. c. Flues: When required, provide new Type B, U.L. listed, double wall flues. Flue installation must be in accordance with the International Mechanical Code. 5. Air handling units: Modular construction, double wall air handling units with minimum of 25 mm (1 inch) casing insulation. Provide ARI 430 certified fans and ARI certified coils. Provide stainless steel, positive draining condensate drain pan. For 100% outside air units provide capability for cooling, heating, dehumidification and reheat. TERMINAL AND PACKAGE UNITS 1. Unit ventilators: Unit must be factory assembled unit ventilator capable of up to 100% outdoor air ventilation and UL-listed. 2. Unit heaters: ANSI Z83.8 and AGA label. Equip each heater with individually adjustable package discharge louver. Provide with thermostat. 3. Fan coil units: UL-Listed, factory assembled and tested fan coils, ARI 440 and ARI certified. 4. Packaged units: Factory packaged rooftop units in accordance with ARI 430 and suitable for outdoor installation. Provide with manufacturer's roof curb. Packaged through wall units must be factory assembled air conditioner or heat pump and rated in accordance with ARI 310 or ARI 380 and ARI certified. Unit must include heat and operate under the standard unit controls. Units must be designed to allow ease of maintenance by use of a wall sleeve. Units must have internal condensate removal (condensate must not be externally drained). CONTROLS AND INSTRUMENTATION 1. General: Provide stand-alone or distributed direct digital controls, as required in Part 3. 3. Distributed Direct Digital Controls (DDC): DDC hardware must be UL-916 rated. Use controllers in a distributed control manner. Controllers must be stand alone with an internal clock and modem. The total number of I/O hardware points shall not exceed 48 in any controller. Provide sufficient memory for each controller to support required control, communication, trends, alarms, and messages. Provide communications ports for controller to controller interface and on-site interface. When providing a partial DDC system or connecting to an existing DDC system, provide a laptop computer with all necessary software for user interface. 3. Currently, the City of Denton uses an Enviromatic Systems building automation control. Please refer to Michael Ceritelli 214.435.9275 for additional information. SYSTEMS TESTING AND BALANCING All HVAC water and air systems, both new and retrofit, must be TABed in accordance with NEBB or City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 33 AABC standards. As part of any TAB air balancing effort, acceptable air quantity variations must be 0 to -10% for exhaust systems and 0 to +10% for supply air systems. FIRE PROTECTION Provide new or extend existing Automatic Fire Sprinkler systems, Smoke and Heat detection systems, Fire Alarm and Mass Notification systems as required. The work for fire sprinklers, fire alarm, smoke detection, and heat detection must be provided by contractors licensed to perform such work. Project Requirements: Prior to the start of design, the Designer of Record must meet with the Government's Fire Protection Engineer to determine the extent and types of fire protection required. FIRE ALARM AND DETECTION Fire alarm system includes manual stations, system smoke detectors, duct smoke detectors, heat detectors, audio/visual alarms, connection to basewide fire alarm monitoring, electrical supervision of fire pump controllers, and electrical supervision of all sprinkler system alarm and supervisory devices as required. FIRE SUPPRESSION WATER SUPPLY AND EQUIPMENT The design point of connection to existing water supply will require the approval of the City. The FPE DOR must conduct additional flow tests after contract award prior to any design submissions. Tests must be coordinated through the Contracting Officer. SPRINKLERS Areas subject to freezing must be provided with a dry pipe system. ELECTRICAL ELECTRICAL SERVICE & DISTRIBUTION Provide interior electrical wiring, fixtures, switches, outlets, and apparatus in accordance with applicable codes and standards. The electrical system must conform to NFPA 70. Power and lighting circuits must be separate. 1. Wiring: All wiring must be in electrical metal conduits and must be concealed except in the industrial spaces and at locations indicated in Part 3. No conductors are permitted to be smaller than No. 12 AWG, copper wires. Wiring below slab or underground must be in Schedule 40 PVC with ground wire. Exposed conduits on the exterior of the building are prohibited. Provide a ground conductor for each circuit; conduits must not be used as the sole means of grounding. Cable assemblies Types AC, MC, or MI and flat conductors may only be used in locations allowed by UFC 3-520-01. Circuit breakers must be bolt-on type. Series rated circuit breakers and fusible panelboards must not be used. 4. Outlet Circuits Lighting and convenience outlets must be on separate circuits. Install GFI protected receptacles at all wet or damp areas. Location of outlets must be as required by applicable codes and standards. Provide extra outlets for maintenance and service staffs in spaces such as corridors, hallways and other public spaces as identified below. All exterior outlets must be on separate circuits, be GFI protected, and equipped with a cover to prevent City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 34 accidental water infiltration into the devices. In addition to the location requirements specified by NFPA 70, locate general purpose and dedicated outlets in accordance with the following: 5. a. Mechanical equipment: Provide receptacle within 7.6 m (25 ft) of mechanical equipment on the interior and exterior of buildings. b. Office, staff support spaces, and other workstation locations: One receptacle for each workstation with a minimum of one for every 3050 mm (10 ft) of wall space. When less than 3500 mm (10 ft) of wall at the floor line, provide a minimum of two receptacles spaced appropriately to anticipate furniture relocations. Limit loads to a maximum of four workstations per 20 amp circuit. See Appendix C, Table C1 for workstation load data. c. Conference rooms and training rooms: One for every 3.6 m (12 ft) of wall space at the floor line. Ensure one receptacle is located next to each voice/data outlet. Provide one receptacle above the ceiling to support video projection device. Extend circuit to wall location for connection to motorized screen. When it is expected that a conference room table will be specifically dedicated to floor space in a conference room, locate a floor-mounted receptacle under the table. This receptacle may be part of combination power/communications outlet. d. Provide power outlets throughout the building to serve all proposed equipment, including government furnished equipment, and allow for future reconfiguration of equipment layout. Provide power connections to all ancillary office equipment such as printers, faxes, plotters, and shredders. Provide dedicated circuits where warranted. e. In each telecommunications room provide a dedicated 20 amp circuit with a receptacle adjacent to each rack or backboard for each of the following: 1) CCSTV for security systems 2) CATV 3) Data systems. e. Provide dedicated receptacles as required throughout the facility for television monitors. These outlets will typically be located at the ceiling level for wall mounted television monitors. f. Provide dedicated receptacles as required throughout the facility for tape players and disc players. g. Corridors: One every 15 m (50 ft) maximum with a minimum of one per corridor. h. Janitor's closet and toilet rooms: One GFI receptacle per closet. Provide GFI receptacles at counter height for each counter in toilets such that there is a minimum of one outlet for each two sinks. i. Space with counter tops: One for every 1.200 m (4 ft) of countertop, with a minimum of one outlet. Provide GFI protection of outlets when located within 1.8 m (6 ft) of plumbing fixtures. j. Kitchen non-residential: One for each 3.05 m (10 ft) of wall space at the floor line. Provide GFI protection when located within 1.8 m (6 ft) of plumbing fixture. n. All other rooms: One for every 7.6 m (25 ft) of wall space at the floor line. When 7.6 m City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 35 (25 ft) or less of wall at the floor line exists in a room, provide a minimum of two receptacles spaced appropriately to anticipate furniture relocations. o. Special purpose receptacles: Designer of Record must coordinate with the user to provide any special purpose outlets required. Provide outlets to allow connection of equipment in special use rooms. 3. Service Entrance Equipment: When a switchboard or switchgear is required, the Designer of Record must utilize UFGS Section 26 23 00, Low Voltage Switchgear or UFGS 26 24 13 Switchboards, for the project specification, and must submit the edited specification section as a part of the design submittal for the project. LIGHTING & BRANCH WIRING 1. Lighting Fixtures: All lighting fixtures must be energy conservation compact fluorescent or Light Emitting Diode (LED)except where indicated by Part 3. a. Fixtures for Administrative and Commercial Spaces: For offices, commercial and administrative spaces and facilities provide high efficiency ballast, and instant or rapid start recessed fluorescent fixtures or LED fixtures. b. Three-Way and Four-Way Switches: Provide three-way or four-way switching of light fixtures as necessary to facilitate movement between adjacent spaces to allow efficient energy management. 2. Exterior Lighting Fixtures for Large Open Areas: Exterior lighting fixtures for large open areas such as parking lots, streets and playgrounds must be energy efficient High-Intensity Discharge (HID) or compact fluorescent fixtures and must comply with local regulations regarding low lighting levels to avoid light pollution. a. Photocell Overriding Switch: Provide photocell-overriding switch for all outdoor light fixtures. COMMUNICATIONS & SECURITY 1. Telecommunications Systems: Provide a horizontal distribution system including, but not necessarily limited to, all wiring, pathway systems, connector blocks, protectors for all copper service entrance pairs, terminators for all fiber optic cables, outlet boxes, telephone jacks, and data jacks cover plates in accordance with EIA/TIA standards. Provide Category 6 UTP telephone premise wiring where telephones are required. . 2. Television Systems: Provide television if required. Coordinate with the local Cable Company, Local users and Local Authority at the Activity for other specific requirements. The interior cable outlets and wiring must be complete and ready for use. Wiring must not be run exposed on any surface of the building. 3. Security Systems: Provide an Intrusion Detection System (IDS) to sense all perimeter doors and windows and the interior volume in at least two locations. System must have a minimum 90-minute battery back-up and annunciate both locally and at the Base Security Office via a telephone dialer. System must have entry/exit timer. Provide wall mounted keypad control at two locations. OTHER ELECTRICAL SERVICES City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 36 1. Surge Protective Device (SPD): Provide SPD in accordance with UFC 3-501-01, Electrical Engineering. 2. Variable Frequency Drives: When variable frequency drives are required, the Designer of Record must utilize UFGS Section 26 29 23 20 for the project specification, and must submit the edited specification section as a part of the design submittal for the project. 3. Emergency Generators: When an emergency generator is required, the Designer of Record must utilize UFGS Section 26 32 13.00 20 for the project specification, and must submit the edited specification section as a part of the design submittal for the project. 4. Automatic Transfer and Bypass/Isolation Switches: When an Automatic Transfer Switch is required, the Designer of Record must utilize UFGS Section 26 36 23.00 20 for the project specification, and must submit the edited specification section as a part of the design submittal for the project. 5. Uninterruptible Power Supply (UPS) System: When a UPS system is required, the Designer of Record must utilize UFGS Section 26 33 53.00 20 and must submit the edited specification section as a part of the design submittal for the project. 6. 400 Hertz Systems: The Designer of Record must utilize UFGS Section 26 32 26 or 26 35 43 for the project specification, and must submit the edited specification section as a part of the design submittal for the project. 7. Lightning Protection: When lightning protection is required, the Designer of Record must utilize UFGS Section 26 41 00.00 20 for the project specification, and must submit the edited specification section as a part of the design submittal for the project. 8. Building Photovoltaic System: When a PV system is required, the Designer of Record must utilize UFGS Section 26 31 00 for the project specification, and must submit the edited specification section as part of the design submittal for the project. EQUIPMENT AND FURNISHINGS EQUIPMENT Equipment and Appliances: Provide appliances and equipment to fulfill the work for Part 3. Whenever possible, all appliances and equipment provided for the facilities in the contract must be by the same manufacturer and must be the current model available at the time of proposals. Discontinued makes and models are prohibited. All appliances and equipment must comply with applicable Energy Star efficiency rating requirements and must be rated as high efficiency models. Appliances and equipment on California projects must comply with California Title 24 and be rated as high efficiency. All appliances must be of the same manufacturer and shall be the same, or similar in color. Submit catalog information for approval by the Contracting Officer prior to purchasing, delivery and installation of the appliances at the job site. Equipment and appliances such as dishwashers, ice machines with drains, garbage disposers, and ovens/ranges are not considered FF&E. FURNISHINGS City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 37 The Contractor must have an Interior Designer, certified by the National Council for Interior Design Qualification (NCIDQ) or a state and/or jurisdiction Certified, Registered, or Licensed Interior Designer prepare both the FF&E and the SID Package and participate in any design charettes to develop the building floor plan. As required, the Contractor must obtain services of equipment specialists to specify the audiovisual, shop, or specialty equipment. The Interior Designer and any specialists must not be affiliated with any furniture dealership/vendor or manufacturer. The Government Interior Designer reserves the right to approve/disapprove the qualifications of the Contractor's Interior Designer. Systems furnishings installers must be the systems furniture manufacturer's approved dealer of record. In addition, installation dealers must be located within a 100 mile radius of the project site unless approved by the government Interior Designer. For renovation projects, contractor to re-purpose/recycle existing furniture if not relocated by the government. Contractor to provide verification that the existing furniture was not disposed of at the landfill. WINDOW TREATMENTS Provide interior window coverings, associated hardware and controls at each exterior window and at any interior view window where privacy may be required. Refer to the Project Program for size, pattern and style of window treatments. At a minimum, functional window coverings are required on all projects. Provide energy efficient solar shading systems for exterior windows. The system shall maintain visibility while reducing glare, solar heat gain during the summer and heat loss during the winter. Openness configuration shall be no more than 5% for most areas. The system fabrics and components must be dimensionally stable and must be manufactured to withstand fading, fire, mildew, and soiling. Product must have a minimum 10 year commercial warranty. MOVABLE FURNISHINGS Furnishings, Fixtures, and Equipment (FF&E) includes furniture, shop equipment, audiovisual equipment, and specialty equipment. Weapon racks, drying cages, and lockers are not considered FF&E. FF&E must be fully integrated with the building systems and finishes. FF&E may also include specialty items for which the customer activity will be responsible for specifying. Design and provide as required FF&E for all areas as developed during client programming. Design an FF&E package and prepare supporting plans and procurement data in accordance with the general interior design requirements in UFC 3-120-10. FF&E PACKAGE Design and provide a fully usable and complete facility to include a FF&E movable furnishings package from Government supply sources according to Federal Acquisition Regulations The FF&E will include, but not limited to, systems and modular furniture, training and conference furniture, seating, tables, artwork, decorative window covering, specialty furniture and equipment, dormitory room furnishings, and accessories. NAVSUP Blanket Purchase Agreements (BPA) must be used. The government will provide separate funding for the FF&E package. Construction funds will not be used. The FF&E Package must include shipping, freight, handling, installation and the HAR percentage as applied to the final FF&E total cost. PURCHASE AND INSTALLATION The Contractor must coordinate the building completion date with the installation dealer specified in the FF&E Package. The Contractor or contractor's representative is responsible for the following: issuing purchase orders, receiving acknowledgements, sending copies of purchase orders to the installation City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 38 dealer(s) specified in the FF&E package, and providing necessary deposits to furniture manufacturers. The FF&E installation dealer(s) is responsible for the following: Receiving and installing all FF&E specified in the FF&E package, coordinating delivery and installation with the Contractor, inspecting for damage, providing delivery receipts to the Contractor, filing necessary freight claims, hanging artwork, bulletin boards, etc., removing packaging material, cleaning up the site upon completion, and adhering to Contractor's safety requirements. Deposits The Contractor should anticipate providing a deposit of between 30% to 50% of the furniture costs when placing their order. The Contractor must also anticipate possible manufacturer price increases. Recommend ordering FF&E product once funds are received to avoid incurring additional costs. Delayed production and delivery dates can be noted at the time of order placement to coincide with building completion dates. Any costs incurred due to manufacturer price increases will be the burden of the contractor. Davis Bacon Wages Davis Bacon Wages do not apply to the FF&E installer from the government supply sources. The workforce for the FF&E installation and delivery shall be separate and distinct from the labor workforce performing under the construction contract. Sales Tax Exemptions for certain State or Local taxes may be available to the contractor and/or its subcontractors. The contractor must take maximum advantage of all exemptions, including obtaining a resale permit, from State and Local taxation authorities whether available to it directly or available to the contractor based on an exemption afforded the government. The responsibility for paying applicable taxes rests with the contractor. State and local taxes applicable to the FF&E line will be included with the subcontractor's quote, if applicable. Any items purchased as building materials such as carpet are taxable. Bonds FF&E line item is not considered construction and the prime contractor shall not be required to secure any additional bond for the award of the FF&E line item unless otherwise indicated in the RFP. If any additional bond is required for the FF&E line item it is to be included in the prime contractor's FF&E HAR. Unique item identification and valuation is a system of marking and valuing items delivered to DoD that enhances logistics, contracting, and financial business transactions. The IUID policy is mandatory for all DoD contracts that require the delivery of items. An item is a single article or a single unit formed by a grouping of subassemblies, components or constituent parts The contractor must provide DoD Unique item identification, valuation and delivery of data for all required FF&E items for which the government's unit acquisition cost is $5,000 or more. Installation The FF&E package includes the installation of all furniture and furnishings as specified in the FF&E package. The installation dealer specified in the FF&E package will receive, store, if required, transport to the project site, off load, inside deliver, unpack, assemble, place/install, clean, if required, and dispose of all the trash for all furniture and furnishings. The Contractor's Interior Designer will be responsible for specifying installation services and warehousing, as required, for all collateral equipment. It is the Contractor's responsibility to coordinate the building City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 39 completion, occupancy, and furniture installation dates with the installation dealer specified in the FF&E package. Any costs associated with storing or delaying furniture shipments is the responsibility of the construction contractor. Installation Warranty All movable furnishings must be installed in accordance with the manufacturer's instructions and warranty requirements. All movable furnishings must be level and aligned and all doors, drawers and accessories must be level and aligned to open, close and otherwise operate smoothly and securely. All systems furniture must be installed by the systems furniture manufacturer's dealer of record and not the general Contractor. The Contractor must repair, to the customer's satisfaction, any/all damage to any facility finish that is a result of the furniture installation and correct all punch list items for the furniture/furnishings. Ordering Documentation Two copies of all ordering documentation must be provided to the contracting officer including Factory Order number (FO) and warranty information. Post Award Changes After award of the FF&E line item modification, any request to change the FF&E items must be submitted on the Construction Project Manager. The FF&E modification has been accepted, priced, and negotiated based on specific line items as detailed in the final package. Those items have been agreed to considering color, specific type and quality of material, price, sustainability, life cycle, and dealership service. The Government will expect and require the contractor to provide exactly those items. Should changes become necessary, careful consideration is required to ensure that equivalent quality, price and other aspects of the item is maintained. Otherwise, price adjustments must be negotiated. The Construction Project Manger will obtain approval in consultation with the client department for any changes to the FF&E. Post award FF&E manufacturer's price increases are the responsibility of the Contractor and must not be transferred to the government. Recommend ordering FF&E product once funds are received to avoid incurring additional costs. Delayed production and delivery dates can be noted at the time of order placement to coincide with building completion dates. SPECIAL CONSTRUCTION AND DEMOLITION SELECTIVE BUILDING DEMOLITION In general terms, demolition work must include the removal and effective management and disposition of existing construction and or structures. Take care to prevent damage to existing utilities and construction that are not scheduled for demolition. If damage occurs, make repairs to the satisfaction of the Construction Project Manager and at no cost to the City of Denton. Comply with local Activity and Installation local requirements regarding demolition and removal. Unless otherwise specified in Part 3, all demolished materials and equipment must be removed from government property in accordance with applicable laws and regulations, including local Activity or Installation regulations. Selling of demolished or salvaged materials and equipment on government properties is prohibited. Demolition Plan: No demolition work is permitted to take place until a Demolition Plan has been submitted to, and approved by, the Construction Project Manager. The Plans must take into consideration, and indicate method of removal, disposition, and abatement of environmentally hazardous materials. Demolition, disposition, and abatement of hazardous materials must comply with all applicable Local, State, and Federal regulations and laws. If destructive investigation is to occur, the Construction City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 40 Project Manager shall approve a Destructive Investigation Plan. When hazardous materials such as asbestos, lead paint, PCB and other hazardous materials are involved in the performance of the work, the contractor must abate, remove and manage the hazardous materials in construction and finish materials such as insulation, flooring, wall materials, ceiling materials, roofing materials, heating, plumbing, ventilation, air conditioning equipment and installations in accordance with National as well as local Environmental Protection Laws and Regulations. HAZARDOUS COMPONENT ABATEMENT 1. Asbestos Materials: Asbestos must be removed, transported and managed in accordance with the edited UFGS 02 82 16.00 20, Engineering Control of Asbestos Containing Materials. 2. Paint Related Work: Perform work which requires the disturbance of paint that have been determined to contain all or any of the following: lead, cadmium and chromium in accordance with the edited UFGS 02 83 13.00 20, Lead in Construction. 3. LLR Components: Perform work which requires removal of mercury and LLR components in accordance with the edited UFGS 01 57 19, Temporary Environmental Controls. 4. PCBs: Perform work which requires removal of PCB containing components or materials in accordance with the edited UFGS 02 84 33, Removal and Disposal of Polychlorinated Biphenyls (PCBs).] 5. Animal Droppings: Perform work which requires removal of animal droppings in accordance with the edit UFGS 01 57 19, Temporary Environmental Controls. 6. Mold and Spores: Perform work which requires removal, disposal and remediation of mold contaminated areas in accordance with the edit UFGS 02 85 00.00 20, Mold Remediation. 7. Radon: Perform work which involves implementation of a radon mitigation system in accordance with the edited UFGS 31 21 13, Radon Mitigation. 8. Mercury: Perform work which requires the removal of mercury containing equipment in accordance with the edited UFGS 02 84 16, Handling of Lighting Ballasts and Lamps Containing PCBs and Mercury. 9. Hazardous Materials Reporting:a. Daily Report: Notify the Contracting Officer of work involving hazardous materials abatement and removal, including the quantities involved, on daily reports.b. Hazardous Material Inventory Report: The Contractor must provide a list of all hazardous materials used on the site. ELECTRICAL DISTRIBUTION 1. Electrical Utilities Design and Construction: Site electrical utilities include all exterior electrical work, including the connection to the primary distribution system. This also includes telephone and cable television supplies. Provide electrical overhead and underground, distribution systems in accordance with IEEE C2 (National Electrical Safety Code), NFPA 70, local utilities company requirements, and local City of Denton Development Services Building Project Number 1307 Locust Street, Denton, Texas Exhibit III - ENGINEERING AND CONSTRUCTION REQUIREMENTS - Page 41 Activity guidelines. 2. Coordination With Local Utilities Company and Local Activity: Service meters for electrical services must be provided and installed in conformance with the local utilities company requirements and local activity guidelines. 3. Transformers: When transformers are required, the Designer of Record must utilize UFGS Section 26 12 19.10, Three-Phase Pad Mounted Transformers, UFGS Section 26 12 21, Single- Phase Pad Mounted Transformers, or UFGS Section 33 71 01, Overhead Transmission and Distribution, for the project specification, and must submit the edited specification section as a part of the design submittal for the project. 5. Switches, Controls and Devices: When switches or control devices are required, the Designer of Record must utilize UFGS Section 26 13 00, SF6 Insulated Pad Mounted Switchgear, or UFGS Section 33 71 01, Overhead Transmission and Distribution, for the project specification, and must submit the edited specification section as a part of the design submittal for the project. EXTERIOR LIGHTING FIXTURES AND CONTROLS 1. Utilize broad spectrum (white light) sources such as metal halide, induction, Light Emitting Diode (LED), and fluorescent to provide good visibility at low light levels, unless lighting is required to match existing sources. The IESNA 10th Edition Handbook has developed a methodology to apply white light. 2. Comply with ANSI/ASHRAE/IES 90.1 for all exterior lighting applications and controls. 3. Comply with EPACT 2005, the exterior lighting power density must be below ASHRAE by 30% if considered a building load and 20% if considered a non-building load. 4. Provide surge protective device (SPD) at panelboards that include circuits feeding exterior lighting systems. 5. Coordinate the design and luminaire selection with the landscape designer. Such coordination should include the location of poles which may conflict with tree locations. 6. When exterior lighting is required the designer of record must utilize UFGS Section 26 51 00 for the project specification section as part of the design submittal for the project and must submit the edited specification section as a part of the design submittal for the project. Provide “dark- sky” compliant exterior light fixtures and design to minimize light trespass and light pollution. SITE COMMUNICATION & SECURITY 1. Telephone Distribution System: Provide all telephone distribution systems in accordance with EIA/TIA Standards, NFPA 70, and the cognizant telephone company requirements. 2. Cable Television System: Provide all cable television systems in accordance with NFPA 70, and the cognizant cable television company requirements and BICSI recommendations. City of Denton Development Services Building Project Number 1307 Locust Street Denton, Texas Exhibit IV Network Closet Standards Dimensions  Size 8 X10 ** (preferred see Appendix below)  See also, examples below – verify with City of Denton TS department project coordinator Lighting requirements  Light fixtures should be located overhead  Provide at least 500 lux of brightly lit  Motion sensor light switch for energy efficiency HVAC needs/requirements  The system should be sufficient to sustain a steady temperature of 68-70 degrees 24/7  The HVAC must drain outside the room Electrical outlets quantity  Two outlets on each of the four walls on at least two separate 120V-20 AMP circuits at standard height  Electrical ground rod provided for grounding the network rack Security  Card reader controlled access Location of the room  Closet must be centrally located to provide no more than 280’ distance to any jack termination in the building.  If any single home run exceeds 280’ there need to be an additional room on symmetrical end of building. Ceiling  No loose or dust producing ceiling material  Two 4’ stubs for data cabling entrance to the room ** Walls  ¾ inch Plywood on all four walls, 8 feet high and starting 2 feet from the floor. Flooring  Sealed concrete, to prevent dust breakdown City of Denton Development Services Building Project Number 1307 Locust Street Denton, Texas Appendix ** -This item may be adjusted to meet the building's unique needs by consulting with the City of Denton Technology Services department. City of Denton Development Services Building Project Number 1307 Locust Street Denton, Texas City of Denton TS Closet Examples Page 1 Option 1: 10’ x 8’ Option 2: 10’ x 8’ City of Denton Development Services Building Project Number 1307 Locust Street Denton, Texas City of Denton TS Closet Examples Page 2 Option 3: 10’ x 7’ Option 4: 9’ x 8’ City of Denton Development Services Building Project Number 1307 Locust Street Denton, Texas City of Denton TS Closet Examples Page 3 Option 5: 6’‐9” x 8’ City of Denton Development Services Building Project Number 1307 Locust Street Denton, Texas Option 6: 6’‐9” x 7’ City of Denton TS Closet Examples Page 4 Option 7: 6’ x 8’ City of Denton Development Services Building Project Number 1307 Locust Street Denton, Texas Option 8: 5’‐3” x 7’ City of Denton Development Services Building Project Number 1307 Locust Street Denton, Texas Required Architect/Engineer Services and Deliverables Page 1 of 13 EXHIBIT V REQUIRED ARCHITECT/ENGINEER SERVICES AND DELIVERABLES This document outlines the minimum services required and is not intended to preclude any other services required by the contract or good practice. All Construction Documents and other design work shall incorporate the requirements of all governing local, municipal, state and federal codes, including governing codes and regulations for accessibility. The project shall include, but not be limited to, the following:  Programming  Site Development  Site Utilities  Structural Systems  Exterior Envelope  Interior finishes and build-out  Laboratory casework, fixtures, equipment and specialties  Electrical, Mechanical and Plumbing Systems  Life Safety Systems  Data/Communication Systems All work shall comply with Northwestern University’s CONSTRUCTION STANDARDS. The Architect shall establish and maintain a project web site, for the duration of the project, to facilitate communication. The web site shall be organized to hold all meeting minutes, drawings, reports, shop drawing submittal logs, Request For Information log, etc. and shall be accessible to Northwestern University, consultants, contractors, and others as Northwestern University determines to be appropriate during the life of the project. Deliverables required by this document shall comply with the following standards: With the exception of drawings and renderings, all documents (i.e. reports, meeting minutes, the Program of Requirements, specifications, project manuals, estimates, etc.) shall each be prepared using Microsoft Word, Microsoft Excel or Microsoft Project format, as appropriate, and printed on white 8.5” X 11.0” paper. Special reports, such as the Program of Requirements, shall be bound in three ring, slant ring binders. Pages shall be readable with the short axis in the horizontal direction; i.e. standard business letter format. Color printing is not to be used. Sections shall be divided with card stock and tabs. Distribution of these documents shall be made to individual addresses as will be provided by Northwestern University’s Project Manager. Distribution shall also include an electronic file delivered as an electronic mail attachment or on a CD. Drawings shall be prepared using AutoCad, formatted for a printing size of 30” x 42”. All CAD documents are to be completed using Northwestern University’s layering standards and protocol, including poly-line of all rooms. Fonts, line weights, and other features shall be selected as is appropriate to readily allow saving the files in AutoCad version 14, without loss of features. Fonts, line weights, and other features shall be selected appropriately for printing and half size, while maintaining clarity and legibility. Distribution of these documents shall be made to individual addresses as will be provided by Northwestern University’s Project Manager. Distribution shall also include an electronic file delivered as an electronic mail attachment or on a CD. City of Denton Development Services Building Project Number 1307 Locust Street Denton, Texas Required Architect/Engineer Services and Deliverables Page 2 of 13 Drawings prepared for presentations shall be 30” x 42” and laminated on 3/8” presentation board. Study and/or presentation models shall be constructed to withstand handling by delivery persons and shall include a protective boxes. Following are the requirements and deliverables, by phase: 1. Pre-Design / Programming Phase 1.1. A & E Activities 1.1.1. The Architect shall meet with Northwestern faculty, staff and students, and other outside sources, as is necessary to ascertain and identify the programmatic needs and requirements for the project. The Architect shall develop a comprehensive Program Of Requirements document that includes personnel projections, space projections (i.e. room- by-room summary), room data sheets, equipment data, room-by-room functional requirements, room-by-room systems criteria, building functional criteria, building systems criteria, adjacency diagrams, and simple diagrams of each room. 1.1.2. The Architect shall study alternative sites, as required by the Request For Proposal, and the relationship of the building to its context in the alternative locations. 1.1.3. The Architect shall identify and analyze major project issues and challenges, including civil, utility, and other elements affected by and/or involved in the construction of the project, prior to the start of schematic design. This shall include an analysis of zoning and code implications, limitation, and requirements. 1.1.4. The Architect shall evaluate alternative approaches for the design and construction of the project, and the cost and schedule implication of those approaches. 1.1.5. The Architect shall prepare a schedule for the project in Microsoft Project format. 1.1.6. The Architect shall prepare a cost estimate, based on the approved Program Of Requirements. 1.1.7. The Architect shall assist Northwestern University in preparing a project budget. 1.2. Deliverables 1.2.1. Sixteen (16) copies of a Pre-Design Report which shall summarize all the results, alternatives, consultations, schedules and cost estimates presented to Northwestern in the foregoing activities, and accompanied by a separate, bound Program Of Requirements. This report shall contain a list of recommendations to Northwestern concerning the Architectural ramifications of the Program of Requirements. 1.2.2. A written list of recommendations to Northwestern concerning the major cost implications to the preliminary Program of Requirements. 1.3. Miscellaneous City of Denton Development Services Building Project Number 1307 Locust Street Denton, Texas Required Architect/Engineer Services and Deliverables Page 3 of 13 1.3.1. The Architect shall establish and maintain a project web site, for the duration of the project, to facilitate communication. The web site shall be organized to hold all meeting minutes, drawings, reports, shop drawing submittal logs, etc. and shall be accessible to Northwestern University, consultants, and others as appropriate during the life of the project. 1.3.2. The Pre-Design Report and the Program of Requirements shall each be printed on white 8.5” X 11.0” paper and bound in a separate three ring binders. 1.3.3. Engineering analysis and cost comparisons necessary to support programmatic data and to define alternatives shall be reviewed with Northwestern before proceeding. 1.3.4. The impact of existing utilities and soil conditions shall be reviewed with Northwestern before proceeding. 1.3.5. The Architect and his consultants shall not proceed into the Schematic Phase of design until the Pre-Design report has been approved by Northwestern. 1.3.6. All documents shall be delivered to Northwestern in printed and electronic format. All electronic text files shall be delivered in Microsoft Word or Excel format. 1.3.7. CAD documents are to be provided to Northwestern University in AutoCAD version 14 format on CD. All CAD documents are to be completed using Northwestern’s layering standards and protocol. 2. Schematic Design 2.1.1. Based on the Program of Requirements and budget established and approved by Northwestern, The Architect shall propose to Northwestern alternate schematic designs and alternatives for solving requirements, issues and questions including:  Plan arrangement of all program spaces  Solution of adjacency requirements  Massing of program/building elements  Choice of building materials  Choice of Building Systems  Phasing of construction, if required or advantageous  All other pertinent recommendations by the Architect 2.1.2. After reviewing available information, the Architect shall investigate and analyze the major project challenges along with identifying any major issues that need to be resolved prior to the start of Design Development, including a detailed analysis and report of applicable codes and regulations. 2.1.3. At the end of the Schematic Design Phase, the Architect shall review with Northwestern alternative approaches for the design and construction of the Project and the cost and schedule implications of those approaches. 2.1.4. Studies shall include sketches/drawings etc. illustrating the scale, functions, and relationships of the project components in a manner that demonstrates one or more solutions to the program. 2.1.5. The architect shall prepare a schematic design estimate. Additionally, the architect shall work with Northwestern University’s cost estimator to resolve any difference between the estimates to within five percent between them. City of Denton Development Services Building Project Number 1307 Locust Street Denton, Texas Required Architect/Engineer Services and Deliverables Page 4 of 13 2.1.6. The schematic design package shall be prepared and issued for Northwestern University’s review. The report shall include written and graphic descriptions of Architectural and building systems. The report shall also include a tabulation of areas (gross & net square feet), a code analysis, a cost estimate, and an outline specification/project description including, at a minimum, the following: Civil  Site Development  Utilities Architectural  Concrete  Steel  Carpentry  Roofing  Doors & Windows  Earthwork  Exterior material and finishes  Interior materials and finishes  Specialty Items Structural  Design Criteria  Foundation Concept  Framing Concept Mechanical  Design Criteria  Primary Equipment Electrical  Design Criteria  Lighting Concepts and levels  Building Loads  Primary equipment Plumbing  Design Criteria  Fixtures  Fire Protection Landscape  Paved Areas  Planted Areas City of Denton Development Services Building Project Number 1307 Locust Street Denton, Texas Required Architect/Engineer Services and Deliverables Page 5 of 13 Site Utilities  Extensions  Drainage and sewer system 2.2. Deliverables 2.2.1. Sixteen (16) copies of the schematic design documents. 2.2.2. Presentation materials as requested by Northwestern University, including architectural renderings, scale models, and computer-generated graphics including video walk-thrus, etc. Architect’s studies; sketches, renderings, computer-generated graphics, and study models are included in the base proposal; additional high quality presentation materials, if specially requested, are reimbursable expenses. 2.2.3. All documents shall be delivered to Northwestern in printed and electronic format. 3. Design Development Phase 3.1. A & E Activities 3.1.1. Based on Schematic Design Documents and any adjustments authorized by Northwestern in the program or Project budget, the Architect shall prepare Design Development Studies of developed and detailed designs including, but not limited to:  Site Plans  Landscape Plan  Underground Utility Layouts  Phasing plans  Floor plans  Wall and floor fire resistance ratings (shown on all backgrounds Architectural, mechanical, electrical)  Roof plans  Detailed plans for each specialty area  Building elevations  Building sections  Unique Architectural features  Typical suite plan, section, and elevation  Print and drawing study area plan, section, and elevation  Distribution of building utilities  Security plans door keying logic  Mechanical floor plans and details  Details of mechanical equipment spaces  HVAC routing and control schemes  List of required mechanical equipment  Electrical single line diagrams  Electrical floor plans  Typical electrical details  Details of electrical equipment spaces  Electrical performance data  List of required electrical equipment  Process utility runs  Sanitary and waste runs  Riser Diagrams for all services City of Denton Development Services Building Project Number 1307 Locust Street Denton, Texas Required Architect/Engineer Services and Deliverables Page 6 of 13  Provide design calculations for mechanical systems  Provide cut sheets of major MEP equipment  Kinds of materials  All other items or concepts to be included in the building that require detailing, explanation or will result in construction drawings or construction specifications  Data/Communication Plans and equipment layouts Design development studies shall mean drawings, sketches, analysis, graphics and other documents that refine the Design Development Documents to a level where Construction Document Drawings can be begun. 3.1.2. The Architect and his consultants shall investigate and evaluate critical issues that require additional study including, but not limited to:  Mechanical block load calculations  Electrical block load calculations  Code requirements from local agencies  Any major item affecting capital cost  Any major item affecting operating cost The Architect shall review the findings of these studies with Northwestern at regularly scheduled bi-weekly meetings. The Architect and his consultants shall also present recommendations for resolving problems and choosing among alternative courses of action. 3.1.3. After reviewing with Northwestern the information and analysis of information gathered in Sections 3.1.1, the Architect shall produce the Design Development Report. This report shall include a written, numerical, and graphical presentation of details of the solutions presented at the end of the Design Phase. This report shall also include a Tabulation of Areas as defined by the Owner showing the net assignable square foot areas in the building structures of the Project as illustrated by the Design Development Drawings. 3.1.4. The Architect and his consultants shall prepare for Northwestern review, based upon University Standards marked-up specifications. These specifications shall include detailed descriptions and exact performance requirements of the subject areas covered in Section 3.1.1. 3.1.5. The Architect and his consultants shall prepare, present, and deliver to Northwestern reports including, but not limited to:  Structural calculations  Building air balance (heat load)  Choices of building primary equipment  Code compliance calculations  Pressurization control scheme (Graphical) The Architect shall review the findings of these studies with Northwestern at bi-weekly scheduled meetings. The Architect and his consultants shall present recommendations for resolving problems and choosing among alternative courses of action. 3.1.6. The Architect and consultants shall prepare a list of long lead time materials including, but not limited to:  Structural steel  Primary mechanical equipment City of Denton Development Services Building Project Number 1307 Locust Street Denton, Texas Required Architect/Engineer Services and Deliverables Page 7 of 13  Electric transformers and switch gear  Specialty items required by the design 3.1.7. The Architect shall select finished materials and colors to be incorporated in the Work and shall prepare schedules of such materials and colors for the Owner’s approval. 3.1.8. The Architect shall prepare and submit to Northwestern an Architect’s Design Development Cost Estimate based on an item-by-item, take-off unit costs current at the time of such estimate. This Architect’s Design Development Cost Estimate shall include the cost of the elements shown in the project Cost Model, a factor for cost rise to the estimated bidding date, and a design contingency factor of ten percent (10%). Additionally, the architect shall work with Northwestern University’s cost estimator to resolve any difference between the Architect’s estimate and that of Northwestern University’s estimator’s estimate to within three percent between them. 3.1.9. The Architect shall attend bi-weekly progress meetings and prepare meeting minutes. 3.2. Deliverables 3.2.1. Sixteen (16) copies of a bound Design Development Report. 3.2.2. Sixteen (16) sets of blue-lines of the Design Development Drawings for Northwestern review and approval. This shall include sheets for all items included in Section 3.1.1. Every system of subsystem to be placed in the building shall be detailed in a drawing. 3.2.3. Nine (9) copies of the engineering calculations required to support any and every decision, including all the items in Section 3.1.4. These calculations shall be bound together by the Architect for presentation to Northwestern. 3.2.4. Nine (9) copies of a list of long lead time materials as defined in 3.1.5. 3.2.5. All documents shall be delivered to Northwestern in printed and electronic format, as previously described. 3.2.6. Fourteen (14) sets of the Architect’s Design Development Cost Estimate. 3.2.7. All models or other documents generated as a result of Design Development. 3.2.8. CAD documents are to be provided to Northwestern University in AutoCAD version 14 format on CD. All CAD documents are to be completed using Northwestern’s layering standards and protocol. 3.3. Miscellaneous 3.3.1. The Design Development Drawing shall be at the same scale as the scale to be used in the Construction Documents Drawings. 3.3.2. The Architect shall report to the Owner in writing that the Design Development Drawings and Specifications conform to all applicable laws, regulations, and building codes and University Standards. 3.3.3. The Architect and all his consultants shall sign the Design Development Cost Estimate Report to indicate agreement with the data presented therein. City of Denton Development Services Building Project Number 1307 Locust Street Denton, Texas Required Architect/Engineer Services and Deliverables Page 8 of 13 3.3.4. This Phase will be reviewed through a series of progress reviews, both on site and in the Architect’s office. 4. Construction Document Phase 4.1. A & E Activities 4.1.1. Based on the Design Development Documents and any further adjustments in the scope or quality of the Project, or in the Project budget authorized by Northwestern, the Architect and his consultants, upon request of Northwestern, shall prepare, for approval by Northwestern, Construction Document Drawings and Specifications setting forth in detail the requirements for the construction of the Project including, but not limited to the following: General: Cover sheet Index Sheet of symbols, abbreviations, etc. Civil: Site plan including paved and site concrete Utility Plan Grading Plan Paving, water sewer, and concrete, and site amenities details Landscape Plan Architectural: Key plans Building plans (all floor, basement, roof) Roof details Window schedules and details Entry doors schedules and details Hardware keying logic and schedule Louver schedule and details Detail floor plans and elevation for each specialized area Building exterior elevations Enlarged partial elevations Wall sections Wall system details Interior elevations Longitudinal and transverse sections Reflected ceiling plans Stair plans Elevator plans Shaft plans Unique Architectural features Gallery plans, sections and elevation Library plan, section and elevation Typical office plan, section, and elevation Room material schedule and details Partition details Door schedule and details Interior glazing schedule and details Custom casework details Miscellaneous details Mechanical: Equipment schedule Equipment room plans and details (1/4” scale) City of Denton Development Services Building Project Number 1307 Locust Street Denton, Texas Required Architect/Engineer Services and Deliverables Page 9 of 13 Equipment room sections Equipment room elevations Duct run plans, sections, and elevations (1/4” scale) Show all equipment, pipes, ducts, etc., in double line Pressurization control scheme details Energy control scheme details Miscellaneous details Electrical: Master utility plan Equipment schedule Equipment room plans Equipment room elevations Main service details Buildings electrical schematic Panel schedules Lighting schematics Lighting plans and details Fire alarm device plans (all devices to be shown on one sequence of sheets either wall or ceiling) Telecommunications plans and details Data communications plans and details Security plans and details Plumbing: Schedule sheet Master utility plan Schematic piping diagrams (including risers) Schematic control diagrams Potable water plan and details (including risers) Sanitary sewer plan and details (including risers) Special services plan and details Fire sprinkler plans Any and all other details to be constructed shall also be supported by drawings. Plans typically at 1/8” scale except for master utility tie-ins. 4.1.2. The Architect and his consultants shall prepare for Northwestern review the proposed Project Manual, which shall include the complete, final Specifications, contract for general construction, general conditions, and other front-end documents. These specifications shall include the final detailed descriptions and exact performance requirements of the subject areas covered in Section 2.1.1 presented in the manner to be issued in bidding. 4.1.3. The Architect shall prepare and submit to Northwestern an Architect’s 50% and 90% Construction Document drawing Cost Estimate based on an item-by-item, take-off unit costs correct at the time of such estimate. This Architect’s 50% and 90% Construction Document Drawing Cost Estimate shall include the cost of the elements shown in the Project Cost Model, a factor for cost rise to the estimated bidding date, and a design contingency factor of five percent (5%). Additionally, the architect shall work with Northwestern University’s cost estimator to resolve any difference between the estimates to within three percent between them. 4.1.4. The Architect shall prepare a final Tabulation of Areas, as defined by Northwestern based upon the completed Construction Document Drawings and Specifications, showing the net assignable square foot and the gross square foot areas in the building structures of the Project. City of Denton Development Services Building Project Number 1307 Locust Street Denton, Texas Required Architect/Engineer Services and Deliverables Page 10 of 13 4.1.5. The Architect shall assist Northwestern and the Contractor in securing building permits for this Project. 4.1.6. The Architect shall attend weekly progress meetings with Northwestern and prepare meeting minutes. 4.2. Deliverables 4.2.1. Sixteen (16) blue-line copies of 50% Construction Document Drawings for Northwestern review. Northwestern University’s project manager shall confirm required sheet sizes and distribution. 4.2.2. Sixteen (16) copies of the Specification. These shall be available at the 50% Construction Document Drawing review. 4.2.3. Sixteen (16) sets of a 50% Construction Document Cost Estimate. 4.2.4. Sixteen (16) sets of blue-line final Construction Document Drawings and Specifications for Northwestern review and sign-off. This shall include sheets for all items in Section 4.1.1. 4.2.5. One (1) set of 30” x 42” size corrected and approved vellums final Construction Document Drawings, delivered to a printer as directed by Northwestern University. 4.2.6. All models or documents generated as a result of construction document generation. 4.2.7. Four (4) copies of final stamped and signed engineering calculations. These calculations shall be bound together by the Architect for presentation to the City for the Building Permit. 4.2.8. Eight (8) stamped sets of blue-line final construction drawings for presentation to the City for the Building Permit. 4.2.9. Two (2) sets of final color and finish boards. 4.2.10. All documents shall be delivered to Northwestern in printed and electronic format. 4.3. Miscellaneous 4.3.1. Not used. 4.3.2. Each Construction Document Drawing submitted for building permit shall be approved, signed, and bear the seal of a registered qualified engineer in the particular category of work covered by the drawing. 4.3.3. All Construction Document Drawings and other design work shall be accomplished in accordance with all governing local, municipal, state and federal codes. 4.3.4. Each Construction Document Drawing shall contain complete details delineating various conditions of work. 4.3.5. Equipment and material call-outs on each Construction Document Drawing shall contain complete descriptive information, which may be required for engineering procurement or installation purposes. Clear identification shall be made of switches, values, and other safety devices essential to safety or proper operation and maintenance of the purchaser’s equipment. City of Denton Development Services Building Project Number 1307 Locust Street Denton, Texas Required Architect/Engineer Services and Deliverables Page 11 of 13 4.3.6. The Architect and all his consultants shall sign the 50% Construction Document Cost Estimate Report to indicate agreement with the data presented therein. 4.3.7. The Architect shall not proceed further under this Contract until all the Construction Document Drawings and Specifications, including the signed-off Final Construction Document Drawings and Final Outline Specification Report are approved by Northwestern. 5. Bidding Phase 5.1. A & E Activities 5.1.1. The Architect shall provide Northwestern with assistance including, but not limited to:  Preparation and distribution of bidding packages  Evaluation of construction bids  Answer, compile, and distribute any questions received during the bidding period.  Preparing and distributing Addenda.  Attend Pre-Bid Meeting and prepare minutes. 5.1.2. The Architect shall prepare bidding information which shall include:  Invitation to bid  Instructions to bidders  Conditions of the contract  Bidding information for alternates  Form of bid proposal  Northwestern University’s Insurance Requirements  Northwestern University’s Economic Opportunity Plan Requirement 5.2. Deliverables 5.2.1. Deliver six (6) sets of approved Construction Document Drawings (blue-lines) and Project Manuals required for bidding to the pre-selected (by NU) general contractors. 6. Construction Phase 6.1. A & E Activities 6.1.1. The Architect shall review and approve:  Shop drawings  Materials and samples submittals The Architect shall provide Northwestern University with assistance including, but not limited to:  Technical advice for placing building function equipment in operation  Correction of construction drawings  Preparation of needed additional drawings 6.1.2. The Architect shall promptly provide full, complete, and responsive assistance to Contractor requests for drawing and specification clarifications. The Architect shall promptly provide full, complete, and responsive assistance to Contractor’s “request for information.” City of Denton Development Services Building Project Number 1307 Locust Street Denton, Texas Required Architect/Engineer Services and Deliverables Page 12 of 13 6.1.3. The Architect shall provide the necessary drawings and specification changes to meet Owner-approved Change Orders. 6.1.4. Not used. 6.1.5. Not used. 6.1.6. The Architect shall prepare written Punch Lists in every discipline that shall be issued to both Contractor and Northwestern. 6.1.7. The Architect shall be a representative of Northwestern during the Construction Phase, and shall advise and consult with Northwestern as necessary and use its best effort to assist in the timely and cost-effective completion of the Work. 6.1.8. Not used. 6.1.9. The Architect shall, at all times, have access to the Work wherever it is in preparation or progress. 6.1.10. The Architect shall cause its employees and consultants to be present at the site at all times necessary for the performance of Architect’s obligations hereunder. The Architect’s local authorized representative shall visit the site at intervals not to be exhaustive or continuous, but appropriate to the stage of construction, but not less frequently than twice a week, to become familiar with the progress and quality of the Work and to determine if the Work is proceeding in accordance with the Construction Document Drawings and Specifications. On the basis of such on-site observations, the Architect shall keep Northwestern informed of the progress of the Work and shall endeavor to protect Northwestern against defect and deficiencies in the Work of the Contractor. The Architect shall attend weekly job site meetings called by the Contractor. 6.1.11. Unless otherwise directed by Northwestern, (a) the Architect shall be the interpreter of the requirements of the Construction Document Drawings and Specification and the judge of the performance of the Contractor there under, and (b) the Architect shall render interpretations necessary for the proper execution of the Work with reasonable promptness on written request of either Northwestern or the Contractor and shall render written decisions within a reasonable time on all mater in question relating to the execution or progress of the Work or the interpretation of the Contraction Document Drawings and Specifications. 6.1.12. The Architect shall review Contractor’s submittals such as shop drawings, product data, and samples, but only for conformity to the design concept of the Work and with the information given in Construction Document Drawings and Specifications. Such action shall be taken with reasonable promptness so as to cause no delay. The Architect’s approval of a specific time shall not constitute an assembly of which the item is a component. 6.1.13. The Architect shall review proposals and payout request from the Contractor and recommend preparation of Change Orders for Northwestern’s approval and execution in accordance with the Contract for Construction. 6.1.14 The Architect and his consultants shall assist the Contractor in providing initial start-up testing, adjustment and balancing of building system. 6.2. Deliverables 6.2.1. Drawings and specifications as required in Section 6.1.3. City of Denton Development Services Building Project Number 1307 Locust Street Denton, Texas Required Architect/Engineer Services and Deliverables Page 13 of 13 6.2.2. Punch lists as required in Section 6.1.6. 6.3. Miscellaneous 6.3.1. The Construction Phase will begin with the acceptance of a Contractor bid by Northwestern and will terminate at the Date of Final Completion. 6.3.2. All Change Orders shall be executed as specified in the Agreement between Owner and Architect and the Contract for Construction. 7. Post-Construction Phase 7.1. A & E Activities 7.1.1. During all periods of guarantee of the Work provided for in the Contract of Construction (1 year), the Architect shall provide technical assistance in securing correction of any and all defects and deficiencies covered by guarantees. 7.1.2. Upon final acceptance by Northwestern of construction of the Work, the Architect shall collect from the Contractor the marked-up Construction Document Drawings and Specifications, coordination drawings, and Change Order Drawings. These shall be incorporated into the final Construction Document Drawings to produce a set of Record Drawings. These Record Drawings shall show the as-built final locations of all mechanical equipment, utility lines, ducts and outlets as well as any other changes made in the field that affect the operation, maintenance, or ability to reconfigure, remodel, or advantageously use the Work. 7.1.3. Prior to substantial completion the Architect shall collect from the Contractor Operations/Engineers Manuals. 7.2. Deliverables 7.2.1. One (1) set of sepia 30” x 42” size Record Drawings. 7.2.2. One (1) set of CAD files including layering in AutoCAD version 14 format on compact disc. 7.2.3. Provide (2) schematic floor plans (8.5” x 11”) showing rooms, corridors, equipment rooms. Plans shall indicate locations of all panels, major equipment, valves and utility connections. * * *