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Addendum #3 RFCSP752-20-243994DH Terrill Hall MEP Renovation Page 1 of 16

UNT SYSTEM

RFP #: RFCSP752-20-243994DH SUBMITTAL DUE DATE: August 20, 2020, 2:00 pm, local time

TITLE: T e r r i l l H a l l M E P R e n o v a t i o n

DATE: August 11, 2020

Addendum #3

Please note the following clarifications are hereby made to the aforementioned RFCSP.

Update/Change

Specifications:

Section 200800 Part 1.3A.1 Add to section f. New VAV Terminal Units.

Section 200800 Part 1.3A.2 Add to section d. Generator and ATS

Section 200800 Part 3.3 Add VAV Terminal Units to Matrix at 100 % Quantity to be tested.

Section 200800 Part 3.3 Revise HVAC Controls from 25% to 100% testing in Matrix.

Section 200820 Part 1.3A.1 Add to section f. New VAV Terminal Units.

Section 200810 Part 1.2L Contractor responsible for supporting testing of all equipment shown on the

drawings per the commissioning plan developed by the commissioning agent.

Final testing criteria will be developed as part of the commissioning plan.

Section 200820 Part 1.2L Contractor responsible for supporting testing of all equipment shown on the



Section 200830 Part 1.2M Contractor responsible for supporting testing of all equipment shown on the



Section 213213 Delete specification section.

Section 213113 Add specification section to project specifications to replace section 213213.

Drawings:

A2.1 Revised Floor 1 South Entrance

A3.1A Revised Floor 1 South Entrance detail 02 and Keynote D12

A3.1B Revised per responses to questions.

A3.2 Revised per responses to questions.




A4.1A Revised per responses to questions.

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UNT

UNT | Health Science Center

UNT | Dallas

UNT | System Administrative Office








E2.02 Delete Note by Symbol 4 shown adjacent to restroom. E3.01 Delete General Note No. 2 E3.01 Main 120/208V service entrance conduits in crawl space shall be fire proofed. E3.02 Delete General Note No. 2 E3.03 Delete General Note No. 2 E3.04 Delete General Note No. 2 M-001 Revised sheet index. M-002 Delete sheet from set. All commissioning requirements per specification sections. M-003 Revised Notes on schedules, added VAV 1B. M-101 Revised demolition of outside air ductwork and clarified number of existing pumps. M-102 Clarified relocation of diffuser in main lobby. M-103 Revised general note. M-104 Revised general note. M-201 Revised new supply ductwork and outside air duct to AHU-1 M-202 Clarified relocated supply diffusers over main lobby. M-205 Sheet added to show location of condensing units on roof and roof penetration locations. M-502 Added chilled water control schematic. FP-001 Revise Fire Pump Model number to Aurora 919 Series Fire Pump Package with Pump 382B-

CC-5x5x7A. FP-001 Revise Jockey Pump Model number to Aurora POVM(X) 1-10.

Questions and Answers

Question 1: Many times, the 2x2 tile is used on the shower floor as it is easier to slope towards the drain, and the 12x24 tile is used for the walls. Are T-5 and T-6 listed correctly or should they be switched?

Answer Switched, revised/clouded on sheet.

Question 2: Sheet A3.1B, Detail 03 It appears that notes #10 & #11 are switched for the field wall tile and accent wall tile. This also occurs at A3.2 detail 06.

Answer Revised/clouded on sheet.

Question 3: Sheet A3.2, detail 01 for Floor 1 Restroom Demolition The demo lines do not show to remove the chase wall between the two restrooms. However, the plumbing fixtures show to be relocated. Please confirm that the chase walls in each of the three restrooms is to be removed and rebuilt.

Answer Up to the contractor to determine how much of the wall needs to be removed to replace plumbing

Question 4: Sheet A3.2 & A3.3, typical for all restroom The demo notes do not show that the existing hard ceilings (including furrdown at the toilets) are to be removed. Please confirm that the hard ceilings are to be removed. Additionally, the new RCP for the restrooms shows installation of acoustical ceilings. Please confirm that the new ceilings in the restrooms are to be acoustical ceilings.

Answer All ceilings hallways restrooms and common areas are new grid or wood as shown

Question 5: Sheet A1.1, typical for all restrooms The demo keynote legend does not reference removal of the acoustical ceiling for all lobbies, halls/corridors throughout, noted restrooms. Please confirm that the ceilings in these areas are to be removed.


Answer Note added to demo keynotes

Question 6: In the phasing plans, it is indicated that there are year-round clinic facilities to remain operational. Please indicate location of these facilities on each floor.

Answer The Psychology Clinic is located on the north end of the 1st floor. It is anticipated that the Psychology Clinic will be physically closed during the summer of 2021, beginning May 10, 2021 through August 22, 2021 for the completion of work during Phase 2. Contractor will be required to protect furniture, equipment and finishes in the Psychology Clinic from damages during construction.

Question 7: On sheet A1.1, demolition note 1 indicates, “demolishing flooring and wallcovering in lobbies, halls/corridors throughout, noted restrooms, and elevator prepare for new flooring." Please provide a leveling and patching allowance the contractor is to provide.

Answer Contractor to provide allowance based on existing conditions

Question 8: On sheet A2.1, furniture notes are offset from the furniture plan. Please revise plans.

Answer Revised/clouded

Question 9: Please specify a necessary material allowance for floor prep.

Answer Contractor to provide allowance based on existing conditions

Question 10: Please provide call outs on the building floor plans which show locations of CMU lined walls (If Any), as well as any existing fire walls/rated assemblies.

Answer Per original existing drawings we received there are no Existing CMU walls. There are existing T.C. Walls (Terra Cotta Block Walls) and cast in place concrete walls. The current interior wall configuration barely resembles the original interior floor plan.

Question 11: Please provide demolition reflected ceiling plans to show extent of required ceiling removal.

Answer New ceilings are shown in the architectural RCP. These areas are the same as areas to be removed. No removal in offices or classrooms

Question 12: Please clarify if exterior stud framing at CMU chase needs to include engineered studs.

Answer Yes, Engineered Studs and connections. Refer to sheet S-100

Question 13: Please update the existing ceiling plan to include locations of existing grille diffusers.

Answer Coordinate with Mechanical

Question 14: What is the UNT building standard for door frame finish?

Answer Hollow metal frames painted to match existing in this building (dark bronze)

Question 15: Is the building standard for hardware cores 7 pins?

Answer Yes

Question 16: Ref. 05/A3.1B: There is a section tag labeled 01/A8.1. The section is not found on A8.1. Please provide section.

Answer Section Provided, refer 01/A8.1

Question 17: Ref A3.1B: Detail 01 has a note to remove the transaction window between C111 and 171. Elevation 04 says this window and counter are to remain. (note tag for elevation 04 in elevation 02) Please clarify.

Answer Note to remove- removed from demo plan

Question 18: As not all areas of the building were accessed during the site visit, which corridors, lobbies, and


other areas require removal of existing wall coverings?

Answer Corridor walls within the clinic area (not accessed during walkthrough) match conditions of pubic corridors on first floor. West wall at north lobby C111 to remove existing carpet and prep wall for paint as scheduled.

Question 19: Will coring of structural concrete beams be necessary and allowed above ceilings in corridors and rooms for the installation of conduits and pipes? Clearance appears too low in some areas to run components between concrete structure and suspended ceilings.

Answer Contractor shall design systems to avoid penetration of existing concrete beams.

Question 20: What size are the doors at C105A and C105B? Schedule shows a pair of 3-0 doors, but 02/A3.2 and 02/A3.1B show them fitting into a 5'-8" space.

Answer C105A and C105B= pr 2'6 doors. Revised at door schedule

Question 21: What roof system is on the building, and who carries the current warranty, if any?

Answer See attached roof warranty.

Question 22: What is the height of the corner guards.

Answer To the ceiling.

Question 23: Is any painting required in the basement?

Answer None at this time

Question 24: Some VAV boxes to be replaced are over areas shown as NIC. We will need to remove the ceiling for the mechanical work, and also for some fire protection piping work. In those places are we to reinstall the existing ceilings or replace with new? Are these ceilings lay-in or hard ceilings? Are the existing lighting fixtures and HVAC diffusers in these ceilings to remain or be replaced?

Answer Contractor responsible for removal of existing ceiling systems for installation of new systems. All existing ceiling tiles and components will remain and be reused unless noted as new on the drawings.

Question 25: Are the finish schedules for T-5 and T-6 switched. o Many times, the 2x2 tile is used on the shower floor as it is easier to slope towards the drain, and the 12x24 tile is used for the walls. Are T-5 and T-6 listed correctly or should they be switched?

Answer Switched, revised/clouded

Question 26: It appears that notes #10 & #11 are switched for the field wall tile and accent wall tile. This also occurs at A3.2 detail 06


Question 27: The demo lines do not show to remove the chase wall between the two restrooms. However, the plumbing fixtures show to be relocated. Please confirm that the chase walls in each of the three restrooms are to be removed and rebuilt.

Answer Up to the contractor to determine how much of the wall needs to be removed to replace plumbing

Question 28: The demo notes do not show that the existing hard ceilings (including furrdown at the toilets) are to be removed. Please confirm that the hard ceilings are to be removed. Additionally, the new RCP for the restrooms shows installation of acoustical ceilings. Please confirm that the new ceilings in the restrooms are to be acoustical ceilings

Answer Yes new restroom ceilings are acoustical ceilings

Question 29: The demo keynote legend does not reference removal of the acoustical ceiling for all lobbies, halls/corridors throughout, noted restrooms. Please confirm that the ceilings in these areas are to


be removed.

Answer Yes. All hallways lobby and restrooms are to be removed.

Question 30: D1 states to remove all wall covering in lobbies, halls/corridors throughout. The current wall covering includes carpet and wall paper wrapped at the edges (pictures attached). We expect that removal of these wall coverings will cause damage to the existing drywall. Should we specify an allowance to be held for wall repair/drywall replacement?

Answer Yes

Question 31: During the site walk, it was mentioned that there is currently no active plan for a material lay down area. It was also mentioned that because of this, materials may have to be brought in daily. Please confirm if there is to be a lay down area, or if materials are to be brought in daily to the jobsite.

Answer Reserved UNT parking Lot 8, which is along West Sycamore St, east of Avenue C, will be the laydown area for this project. This will need to be fenced off, with a gate on the west end, and an opening on the west end to the alley that will remain open at all times for Fire Department Access. Also, the dock area for the Life Science Complex on to the southeast of Terrill Hall will continue to receive deliveries during the project, so the gate will need to be opened periodically to allow deliveries to the Life Science Complex to continue. See attached ma

Question 32: General Note #5 says to provide appropriate size of water heater

Answer General Note #5 deleted

Question 33: Detail 01/A3.1B, south wall in room C111 shows to remove transaction window for new sill but, the new floor plan shows the window in the same location and no new notes for a new window. Does this mean just replace the ledge underneath?

Answer Existing to remain--remove note on demo plan.

Question 34: the floor plans show corner guards on most outside corners, but they are not shown on the enlarged pages. Do we need to figure new ones?

Answer All outside corners to receive new floor to ceilng corner guards.

Question 35: Please confirm if wood grille ceiling panels are combustible and will require fire sprinkler protection above.

Answer Provide fire protection above wood ceiling.

Question 36: The sizes of the tiles scheduled (Sheet A8.1) do not match the floor patter on A8.2. Additionally, the sizes of the tiles scheduled (Sheet A8.1) do not match the elevations where the tile is shown/noted on sheet A3.2, A3.3, and A3.4. Please confirm that the tiles scheduled on sheet A8.1 are the correct tiles


Question 37: 1. PLAM-2 & PLAM-4 are both referenced in the finish schedule to be used at C102 tech rail. The millwork elevations indicate "as scheduled" when referencing the finish type. Please clarify what PLAM is to be installed at the tech rail

Answer Plam 4 at the tech rail. Plam 2 not used. Schedule revised


Question 38:

Sheet A8.1 contains the finish schedule which lists T5 & T6 for Tile as shown:


Question 39: Sheet A1.1, typical for all demolition D1 states to remove all wall covering in lobbies, halls/corridors throughout. The current wall covering includes carpet and wall paper wrapped at the edges (pictures attached). We expect that removal of these wall coverings will cause damage to the existing drywall. Should we specify an allowance to be held for wall repair/drywall replacement?

Answer Yes

Question 40: Please provide copy of asbestos report and areas of remediation.

Answer Refer to Addendum No. 2.

Question 41: Will the abatement be completed prior to the start of this project? If not, provide exact amount of time it will take to abate each phased area prior to performing work

Answer No. Abatement will be completed during the allotted time for Construction for each Phase of the project.

Question 42: Is the current fireproofing blown in ceilings “HOT”?


Question 43: Will abetment time be part of the phase time for each section or prior to the phase time commencing?



Question 44: Please advise if asbestos abatement scope of work is to be included in contractor's proposal. If so, please provide asbestos survey and abatement specification section.


Question 45: Are any firms preferred by UNT for MEP commissioning?

Answer Commissioning and Test & Balance will be contracted separately by UNT for this project. Contractor must provide support for Commissioning as described in the contract documents.

Question 46: Please provide necessary trench safety requirements at the generator duct bank fire line.

Answer Refer to speciations: 260000 - 1.7 and 337119 - 3.1 and 3.3.

Question 47: We have couple of questions about the new location According what we saw around this building is by leaving everything as the same by only replacing with the new equipment and by the code of NEC, we have to make sure the basement is in good condition for any drilling since there’s already cracks on the walls.

Answer Contractor shall penetrate all existing walls with appropriate support around new penetrations. Provide sufficient distance between new penetrations to provide support of existing wall. Provide steel angle frames around all penetrations minimum of 1 1/2" x 1 1/2" angle iron.

Question 48: We noticed from the main construction beam there’s a 5” space from the bottom to the top of the ceiling grid there’s existing extra equipment across, we need to consider a different area that will be accessible to provide the right material, we need to use a 2” EMT pipe to provide the power for the NEW Panel Location not including the existing circuits

Answer Refer to specifications: 260533 - 1.3, D.

Question 49: We noticed There’s a small space to operate the MSB to the new location and there’s also the same problem by the space to relocate the existing EMT PIPE to supply the transformers and the HVAC, we will require a secure support for the structure for any concrete drilling

Answer No interior transformers. Building voltage designed as 120/208V.

Question 50: What is Note #4 by restroom for?

Answer Note #4 on sheet E2.02 shall be deleted.

Question 51: Has the EE pulled the panel dead fronts off and checked each circuit has separate neutrals?

Answer No. This effort and replacing existing branch circuit wiring is under Alternate No. 2.

Question 52: Does the main feeder 2000 amps need to be encased in concrete under the crawl space? Or has the AHJ given a variance for this? Or does this need to be fire wrapped?

Answer Fireproof same as other conduits noted in crawl space.

Question 53: Can we install the Main Switch outside the building in leui of indoors? It will fit outside on the wall of the building. This will take care of the RFI above.

Answer No.

Question 54: If we can install the main switch outside, may we install PVC in the crawl space?

Answer No.

Question 55: Are we to reuse the existing F/A devices in place when the ceiling are torn out, or replace them with new ones?

Answer Reuse existing F/A devices in place.


Question 56: Who is the elevator motor equipment vendor and/or elevator service vendor?


Question 57: Are there will be any new elevators as part of the renovation, and if the existing units will be undergoing a full modernization, or if the project scope is of a lesser degree (aesthetics/door system upgrade, etc.) which would be completed by our Service Department.


Question 58: Is the request for upgrades to solely the aesthetics of the elevator, I noticed that the SPEC mentions the interior panels and ceilings, but does not reference upgrades/changes to the mechanical equipment. Please let me know, if the scope is not a full modernization I will need to send the request over to a different department.


Question 59: Can the Fire Alarm scope be bid directly to UNT or does it need to go to a GC or be included in the Electrical contractor or mechanical contractors bid.

Answer Fire Alarm material and services must be bid to the General Contractor as part of the scope of this project.

Question 60: If the ceilings are being removed in the corridors to install the new sprinklr pipe, will the FA devices be taken down and reinstalled or be replaced with new devices?

Answer Reuse existing F/A devices in place.

Question 61: Who is the current fire alarm service vendor for Terrill hall?

Answer Notifier

Question 62: Please provide drawings detailing ALL drains within each floor of the building that will be allowed to use to drain trapped water in fire sprinkler lines.

Answer Refer to plumbing drawings for existing drains.

Question 63: At site walk, we were told fire pump and equipment were laid out by EOR and all fire pump, jockey pump equipment, accessories, control cabinets, backflow preventer fit in space and met NFPA 20 requirements for space to open cabinets and around equipment, please provide fire pump and equipment lay-out drawings. Fire pump room B11 is 8’-0” deep x 14’-1” wide with a door opening of 2’-10”.

Answer Contractor responsible for lay out drawings as part of their design responsibilities.

Question 64: Confirm all existing equipment in fire pump room B11 will be removed and room will only house fire pump equipment and no additional equipment will be installed in room.

Answer All existing electrical equipment will be removed. Refer to Electrical Drawings.

Question 65: Will the prime be responsible for removing existing housekeeping pads and leveling floor in fire pump room B11?

Answer Contractor is responsible for all components to meet drawigns and specifications.

Question 66: Will the prime be responsible for adding a floor drain in fire pump room B11 for fire pump packing water drip and relief valves?


Question 67: Will prime be required to remove (Possibly widen) and reinstall door for room B11 if fire pump equipment will not fit?



Question 68: Will crawl space require fire sprinkler protection?

Answer Yes, the crawl space will be protected.

Question 69: If sprinkler pipe must run through crawlspace, will heat trace be required?

Answer Heat trace will not be required.

Question 70: Will basement be maintained at or above 40°F at all times?

Answer Yes.

Question 71: Is there a roof access? Please provide exact location, size and how it is accessed.

Answer Roof access is located in the Janitor closet room 394 on the 3rd Floor, adjacent to the elevator.

Question 72: Will standpipe roof manifold be required on roof with check valve and post indicator valve or just hose valve outlets at roof level near a roof access?

Answer Sprinkler contractor responsible for designing the system to meet NFPA 13 requirements.

Question 73: Will prime be required to patch and seal roof if standpipe roof manifold is required on roof?

Answer Contractor is responsible for all components to meet drawings and specifications and maintain existing roof warranty.

Question 74: Will sleeves be required for pipe passing through gypsum-board partition walls? (§210500 3.1 P.; §210517 3.1 D, 3.3 A. 5.; §211200 3.2 N)

Answer No requirement for sleeves thru drywall.

Question 75: Will .24-gauge galvanized sheet metal split sleeves be allowed in lieu of schedule 40 galvanized pipes?

Answer Provide sleeves per specifications.

Question 76: Will non-rated walls require sleeves?

Answer Sleeves are required in all masonry wall penetrations.

Question 77: Will non-rated walls require firestopping?

Answer No.

Question 78: Will ceilings be dropped if fire sprinkler lines cannot fit in 1” to 2” space between ceiling and structure or mechanical equipment?

Answer No.

Question 79: Confirm grooved schedule 10 steel pipe is allowed. (§211000 2.3 C.; 211000 3.4 2. & 5)

Answer Sprinkler pipe must be Schedule 40 American made steel pipe.

Question 80: Will Anvil fittings be allowed? Not listed in specifications §211000 2.5, however, Anvil is listed in §211200 2.2 I 1. for standpipes only.

Answer Provide per specifications.

Question 81: Confirm concealed sprinkler heads to be installed in all rooms with suspended and lay-in ceilings and not semi-recessed sprinkler heads §211000 3.10 A.

Answer Provide per specifications, concealed sprinklers.

Question 82: Confirm heads in suspended ceiling to be in center of acoustical tile panels and tiles §211000 3.11 A. Note: with limited space above the ceilings may cause for excessive sprinkler heads to meet the


center of tile and area of coverage per head.

Answer Provide per specifications.

Question 83: Do sprinkler heads in corridors need to run in line with ceiling light fixtures or can they run down one of the sides not lined up with the ceiling light fixtures?

Answer Location of sprinklers may be offset in corridor but must be consistent one side or the other.

Question 84: Please confirm and identify fire-suppression standpipe system(s). §211200 1.2 lists four (4) different types of standpipe systems, Class I wet, Class II wet, Class III wet and Class I Manual Dry.

Answer Sprinkler contractor responsible for designing the system to meet NFPA 13 requirements.

Question 85: Please confirm standpipe steel pipe to be black steel pipe with galvanized steel couplings and fittings. (§211200 2.2 A through I)

Answer Sprinkler pipe must be Schedule 40 American made steel pipe.

Question 86: Please confirm seismic restraints will be required on this project. (§211200 3.2 C.)

Answer None required.

Question 87: Specifications 211200 3.2 M. references Division 21 Section “Heat Tracing for Fire Suppression Piping” and Division 21 Section “Fire-Suppression Systems Insulation”. Neither of these sections are part of the bid documents.

Answer Not required.

Question 88: Please confirm an Automatic Transfer Switch for the fire pump will not be required.

Answer Not required. Fire Pump is served directly from transformer via Fire Pump Controller.

Question 89: Please confirm if wood grille ceiling panels are combustible and will require fire sprinkler protection above.

Answer Wood grille ceiling panels will require protection above.

Question 90: Where will the water for the fire sprinkler system tie into an existing water supply? FP-201 is not clear on the continuation of the 6" line and the distance to the existing water main.

Answer Main water line is located under W. Mulberry St. to the north of the building. Provide all pipe required to make connection to existing and meeting all City of Denton Water connection requirements.

Question 91: Please confirm specification §213213 Electric-Drive, Vertical-Turbine Fire Pump is correct specification. Plan sheet FP-001 Fire Pump Schedule calls for vertical in-line fire pump. Different pump types, please clarify. If not, please provide corrected specification or pump schedule.

Answer Delete section 213213. Refer to issue section 213113.

Question 92: Plan sheet FP-201 depicts fire water underground running between trees & transformers, and building & tree.

a. Confirm this is the route to run the fire water underground.

b. Note running underground this close to trees will probably have an adverse effect on trees.


c. Provide alternate route for underground

d. Confirm UNT to mark All existing underground in the path.

e. Confirm UNT to provide All civil drawings depicting the current underground in the path and area on August 4 at 5PM with question responses.

Snippet FP-201 – Route New 6” underground to main water line.

Answer Route shown is correct route. Maintain piping close to existing building footprint to avoid tree roots. Contractor is responsible for final design of fire protection system. Refer to utility plan provided. Contractor responsible for verification of all existing systems before work begins.

Question 93: Who is UNT's preferred fire sprinkler vendor, if any?

Answer UNT does not have a preferred Fire Sprinkler vendor.

Question 94: Will elevator be allowed for use by subcontractors?

Answer The elevator will be available for use prior to normal business hours beginning each day.

Question 95: Please provide days and times material will be allowed to be delivered and/or brought into the building

Answer Generally, the contractor should attempt to move material into and out of the building at scheduled times during the day to minimize disruption to ongoing operations. The General Contractor and UNT Facilities Project Manager will work out a schedule for movement of material.

Question 96: Please provide location (street), days and times (including duration) materials can be delivered to site.

Answer Material may be delivered during normal working hours, or after hours upon request, if needed.

Question 97: Will material be allowed to be placed/stored on floors? What areas?

Answer Material may be stored on floors while that phase of work is under construction, at the discretion of the General Contractor. Material must be stored in a safe manner for all workers.

Question 98: Please provide actual close and open dates for Terrill Hall and hours of access to perform work.

Answer Operating hours for Terrill Hall are 7am - 10pm Monday to Friday


Question 99: Please provide days and hours renovation work will be performed.

Answer The building will be generally open for Construction from 6am - 6pm during weekdays. If the contractor determines a different shift would be more efficient, we will be open to working the contractor working a different shift. Weekend work may be allowed, if needed.

Question 100: Will after hours and weekends be allowed?

Answer Yes, with notification of Weekend work required on a weekly basis

Question 101: Will any part of the floor area being renovated be occupied during renovation?

Answer The area of the floor in each phase will be unoccupied during the phase timeframe. However, furniture and equipment in the space will remain in place, and must be protected.

Question 102: Will one stair be closed off for contractors use during renovation?

Answer No. The Fire Marshall will not allow one stair case to be closed during construction.

Question 103: Will the furniture, equipment, etc. remain in their existing room locations?

Answer Yes

Question 104: Will the prime be responsible for moving and/or protecting the furniture, equipment, floors, etc.?

Answer Yes

Question 105: Will the prime be responsible for removing and installing all ceilings and grid?

Answer Contractor is responsible for all work required to install systems in all areas of the building.

Question 106: Will the prime be responsible for protecting the stairs and entry doors used to bring materials into the building?

Answer All finishes will be required to be protected during all phases of work. Any damage due to contractor shall be repaired by contractor.

Question 107: Will the prime be responsible for replacing any blown fireproofing that falls off or is removed for installation of new equipment?

Answer Contractor is responsible for replacing any fire proofing damaged or removed due to installation of new systems.

Question 108: If awarded, will complete access to building be allowed prior to work starting to verify contract documents against actual building configuration and above ceilings?

Answer The building will remain occupied during construction. Access to examine existing conditions will be coordinated with current occupants under the supervision of UNT Facilities project manager to ensure existing operations are not encumbered. Contractor will have access to examine existing conditions for coordination purposes, and to determine material orders needed to complete the project within the scope of work outlined on the contract documents.

Question 109: What is the estimated construction budget for this project?

Answer Please refer to publicly available documents for project budget. Overall project budget includes items not included in the construction budget for this scope of work. Capital Improvement Plan can be found at: https://www.untsystem.edu/meetings. The Capital Improvement PLan is in the Quarterly Operations Report of each meeting. The CIP is on Page 27 of the May Operations report. The quarterly report for the May BOR is here: https://www.untsystem.edu/sites/default/files/bor/quarterly_operations_report/quarterly_operations_report_-_may_2020.pdf

Question 110: List of contractors / subcontractors at walk thru.


Answer List attached

Question 111: Please provide drawings detailing ALL expansion joints within each floor of the building.

Answer The selected General Contractor will receive access to copies of As-built drawings that are currently in possession of UNT in pdf format. These As-Built drawings may not be complete, or 100% accurate. Contractor to verify existing as part of construction and provide all required system components for existing building expansion joints.

Question 112: Please provide approved drawings detailing ALL locations beams and floors either can or cannot be cored within each floor of the building and maximum core size allowed.

Answer Drawings are not available. Contractor to verify existing as part of construction and provide system installation avoiding penetrations of beams. All floor penetrations will require X-rays to avoid steel supports.

Question 113: Will as-builts be provide for the following drawings? Architectural, Standpipe, HVAC, Plumbing, Lighting, RCP, Structural, Civil, Elevations, Stairs, Roof, Crawlspace, Wall schedule, any expansions and renovations.

Answer The selected General Contractor will receive access to copies of As-built drawings that are currently in possession of UNT in pdf format. These As-Built drawings may not be complete, or 100% accurate.

Question 114: Will Structural CAD files of Terrill Hall be provided to the awarded contractor

Answer No structural CAD drawings are available.

Question 115: Will Mechanical CAD files of Terrill Hall be provided to the awarded contractor?

Answer Mechanical CAD drawings will be available.

Question 116: Will Electrical CAD files of Terrill Hall be provided to the awarded contractor?

Answer Electrical CAD drawings will be available.

Question 117: Will Reflected Ceiling Plan CAD files of Terrill Hall be provided to the awarded contractor?

Answer Ceiling Plan CAD drawings will be available.

Question 118: Will As-Builts of current standpipe system be provided to the awarded contractor?

Answer No drawings are available.

Question 119: Must all Texas HUB firms on the HUB plan be on the CMBL?

Answer NO

Question 120: Section 230900 reference BAS contractors not on the current UNT acceptable contractor list, will this be updated with the current UNT standard?


Question 121: Are new space temperature sensors going to be installed in the same location as the current sensor? Can the existing raceway for sensors be utilized

Answer Sensors will be installed in same location as shown on drawings. Existing raceways can be used.

Question 122: Is the BAS manufacturer responsible for providing airflow monitoring station for EF-3?

Answer Airflow monitoring is required for EF-3.

Question 123: Are controls for the AHU intended to be field installed controls by BAS contractor?



Question 124: Are there existing isolation valves at the HHWS/R and CHWS/R piping entry/exit locations in the basement? If not, is contractor to provide isolation valves at these locations?

Answer Existing valves exist. Operation capability is unknown.

Question 125: Is there an existing BAS in the building and is any part being re-used?


Question 126: Does keynote #1 apply on sheets M-101 and M-201?

Answer No, keynote has been removed.

Question 127: Is there a sequence of operations for the chilled water pumps?


Question 128: 2. In room B15 there are (3) existing pumps. Only (2) are shown to be demolished. Please clarify if all three pumps are to be demolished.

Answer All three pumps shall be removed.

Question 129: 3. Please provide schematic details which indicate the amount of hydronic piping associated with the pump replacement in B15.

Answer Refer to Addendum No. 3. Revised drawings.

Question 130: Clarify number of new pumps and type.

Answer Refer to Addendum No. 3. Revised schedule sheet.

Question 131: Please provide laydown area(s).

Answer Reserved UNT parking Lot 8, which is along West Sycamore St, east of Avenue C, will be the laydown area for this project. This will need to be fenced off, with a gate on the west end, and an opening on the west end to the alley that will remain open at all times for Fire Department Access. Also, the dock area for the Life Science Complex on to the southeast of Terrill Hall will continue to receive deliveries during the project, so the gate will need to be opened periodically to allow deliveries to the Life Science Complex to continue. See attached map.

Question 132: Please provide location of subcontractors parking for this project.

Answer Contractor parking is in Lot 35 on the south side of I35E, near Apogee Stadium. A limited number of spaces for the General Contractor Superintendent may be used inside the Laydown area along West Sycamore St.

Question 133: Please provide location of contractor provided dumpster.

Answer Dumpster will be located inside the laydown area. See question 136 and attached map attachment.

Question 134: Will Civil CAD files be provided depicting ALL underground to the awarded contractor?

Answer No. There are no Civil CAD files available for all underground installations. Terrill Hall was erected in 1938, long before CAD was available, and the current documentation UNT has is not 100% accurate.

Question 135: During the site walk, it was mentioned that there is currently no active plan for a material lay down area. It was also mentioned that because of this, materials may have to be brought in daily. Please confirm if there is to be a lay down area, or if materials are to be brought in daily to the jobsite.

Answer Reserved UNT parking Lot 8, which is along West Sycamore St, east of Avenue C, will be the laydown area for this project. This will need to be fenced off, with a gate on the west end, and an opening on the west end to the alley that will remain open at all times for Fire


Department Access. Also, the dock area for the Life Science Complex on to the southeast of Terrill Hall will continue to receive deliveries during the project, so the gate will need to be opened periodically to allow deliveries to the Life Science Complex to continue. See attached map.

Question 136: Please provide screen-captured - GIS Data of the areas surrounding the fire line and duct bank areas.

Answer Current GIS Maps for underground installations surrounding Terrill Hall are attached. Note that GIS maps for installations going back 82 years are estimated locations, not exact locations for underground installations, and may not be all-inclusive.

Question 137: Is there an existing lawn irrigation system in the vicinity of the new transformer and generator?

Answer Yes.

Question 138: Is there away to drop off the submittal packet for this project in person? The material suppliers will not release pricing until a couple hours before the proposal deadline. This makes for a very difficult situation for turning in the proposal. Maybe we can email the proposal submission and have the actual paper proposal sent via UPS / FedEx to be received the next day?

Answer For this solicitation ONLY proposal may be delivered by hand on August 20th before 2:00pm and the HUB HSP's may be delivered by hand on August 21st before 2:00 pm. NO ELECTRONIC PROPOSALS WILL BE ACCEPTED.

Question 139: Is contractor allowed to submit proposal as an electronic submission? A hand delivered submission, by a third party, would require pricing to be submitted day(s) in advance.


Question 140: Is contractor allowed to submit proposal as an electronic submission? A hand delivered submission, by a third party, would require pricing to be submitted day(s) in advance.


Attachments:

Specifications:

Section 213113 Electric-Drive, Centrifugal Fire Pumps

Drawings:

A2.1

A3.1A

A3.1B

A3.2

A3.3

A3.4

A4.1

A4.1A

A4.2

A4.2A

A4.3

A4.3A

A8.1

A8.2


M-001M-003M-101M-102M-103M-104M-201M-202M-205M-502

FP-001 FP-001

Terrill Site Underground Utilities Terrill Roof Warranty Terrill Laydown Site Map Site Tour Schedule

-End of Addendum-

Issued by

8/11/2020 Date

ACKNOWLEDGEMENT: Please acknowledge receipt of this addendum by initialing the appropriate line on the Addenda Checklist, Section 4 of the RFP.

Denise Harpool

UNT Terrill Hall MEP Upgrade 213113 - 1 Denton, Texas TLC Project No. 518073

ELECTRIC DRIVEN CENTRIFUGAL FIRE PUMPS ADDENDUM NO. 3 11 AUGUST 2020

SECTION 213113

ELECTRIC-DRIVE, CENTRIFUGAL FIRE PUMPS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. In-line fire pumps. 2. Fire-pump accessories and specialties.

1.2 PERFORMANCE REQUIREMENTS

A. Pump Equipment, Accessory, and Specialty Pressure Rating: 175 psig minimum unless higher pressure rating is indicated.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product indicated.

B. Shop Drawings: For fire pumps, motor drivers, and fire-pump accessories and specialties. Include plans, elevations, sections, details, and attachments to other work.

1.4 INFORMATIONAL SUBMITTALS

A. Product Certificates: For each fire pump, from manufacturer.

B. Source quality-control reports.

C. Field quality-control reports.

1.5 CLOSEOUT SUBMITTALS

A. Operation and maintenance data.

1.6 QUALITY ASSURANCE

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



B. NFPA Compliance: Comply with NFPA 20, "Installation of Stationary Pumps for Fire Protection."

1.7 COORDINATION

A. Coordinate sizes and locations of concrete bases with actual equipment provided.

PART 2 - PRODUCTS

2.1 GENERAL REQUIREMENTS FOR CENTRIFUGAL FIRE PUMPS

A. Description: Factory-assembled and -tested fire-pump and driver unit.

B. Base: Fabricated and attached to fire-pump and driver unit with reinforcement to resist movement of pump during seismic events when base is anchored to building substrate.

C. Finish: Red paint applied to factory-assembled and -tested unit before shipping.

2.2 IN-LINE FIRE PUMPS

A. Basis-of-Design Product: Subject to compliance with requirements, provide product indicated on Drawings or comparable product by one of the following:

1. Aurora 2. A-C Fire Pump Systems; a business of ITT Industries. 3. Patterson Pump Company; a subsidiary of the Gorman-Rupp Company. 4. Peerless Pump, Inc. 5. Pentair Pump Group; Aurora Pump. 6. Pentair Pump Group; Fairbanks Morse. 7. S.A. Armstrong Limited.

B. Pump:

1. Standard: UL 448, for in-line pumps for fire service. 2. Casing: Radially split case, cast iron with ASME B16.1 pipe-flange connections. 3. Impeller: Cast bronze, statically and dynamically balanced, and keyed to shaft. 4. Wear Rings: Replaceable bronze. 5. Shaft and Sleeve: Steel shaft with bronze sleeve.

a. Shaft Bearings: Grease-lubricated ball bearings in cast-iron housing. b. Seals: Stuffing box with minimum of four rings of graphite-impregnated

braided yarn and bronze packing gland.

6. Mounting: Pump and driver shaft is vertical, with motor above pump and pump on base.

C. Coupling: None or rigid.



D. Driver:

1. Standard: UL 1004A. 2. Type: Electric motor; NEMA MG 1, polyphase Design B.

E. Capacities and Characteristics: Refer to Drawings.

2.3 FIRE-PUMP ACCESSORIES AND SPECIALTIES

A. Automatic Air-Release Valves: Comply with NFPA 20 for installation in fire-pump casing.

B. Circulation Relief Valves: UL 1478, brass, spring loaded; for installation in pump discharge piping.

C. Relief Valves: Description: UL 1478, bronze or cast iron, spring loaded; for installation in fire-suppression water-supply piping.

D. Inlet Fitting: Eccentric tapered reducer at pump suction inlet.

E. Outlet Fitting: Concentric tapered reducer at pump discharge outlet.

F. Discharge Cone: Closed or open type.

G. Hose Valve Manifold Assembly:

1. Standard: Comply with requirements in NFPA 20. 2. Header Pipe: ASTM A 53/A 53M, Schedule 40, galvanized steel with ends

threaded according to ASME B1.20.1. 3. Header Pipe Fittings: ASME B16.4, galvanized cast-iron threaded fittings. 4. Automatic Drain Valve: UL 1726. 5. Manifold:

a. Test Connections: Comply with UL 405 except provide outlets without clappers instead of inlets.

b. Body: Flush type, brass or ductile iron, with number of outlets required by NFPA 20.

c. Nipples: ASTM A 53/A 53M, Schedule 40, galvanized-steel pipe with ends threaded according to ASME B1.20.1.

d. Adapters and Caps with Chain: Brass or bronze, with outlet threaded according to NFPA 1963 and matching local fire-department threads.

e. Escutcheon Plate: Brass or bronze; rectangular. f. Hose Valves: UL 668, bronze, with outlet threaded according to

NFPA 1963 and matching local fire-department threads. g. Exposed Parts Finish: Polished brass. h. Escutcheon Plate Marking: Equivalent to "FIRE PUMP TEST."



2.4 GROUT

A. Standard: ASTM C 1107, Grade B, post-hardening and volume-adjusting, dry, hydraulic-cement grout.

B. Characteristics: Nonshrink and recommended for interior and exterior applications.

C. Design Mix: 5000-psi, 28-day compressive strength.

D. Packaging: Premixed and factory packaged.

2.5 SOURCE QUALITY CONTROL

A. Testing: Test and inspect fire pumps according to UL 448 requirements for "Operation Test" and "Manufacturing and Production Tests."

1. Verification of Performance: Rate fire pumps according to UL 448.

B. Fire pumps will be considered defective if they do not pass tests and inspections.

C. Prepare test and inspection reports.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine equipment bases and anchorage provisions, with Installer present, for compliance with requirements and for conditions affecting performance of fire pumps.

B. Examine roughing-in for fire-suppression piping systems to verify actual locations of piping connections before fire-pump installation.

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

3.2 INSTALLATION

A. Fire-Pump Installation Standard: Comply with NFPA 20 for installation of fire pumps, relief valves, and related components.

B. Equipment Mounting: Install fire pumps on concrete bases.

1. Install dowel rods to connect concrete base to concrete floor. Unless otherwise indicated, install dowel rods on 18-inch centers around the full perimeter of concrete base.

2. For supported equipment, install epoxy-coated anchor bolts that extend through concrete base and anchor into structural concrete floor.

3. Place and secure anchorage devices. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.



4. Install anchor bolts to elevations required for proper attachment to supported equipment.

C. Install fire-pump suction and discharge piping equal to or larger than sizes required by NFPA 20.

D. Support piping and pumps separately so weight of piping does not rest on pumps.

E. Install valves that are same size as connecting piping. Comply with requirements for fire-protection valves specified in Division 21 Section "Wet-Pipe Sprinkler Systems."

F. Install pressure gages on fire-pump suction and discharge flange pressure-gage tappings. Comply with requirements for pressure gages specified in Division 21 Section "Wet-Pipe Sprinkler Systems."

G. Install piping hangers and supports, anchors, valves, gages, and equipment supports according to NFPA 20.

H. Electrical Wiring: Install electrical devices furnished by equipment manufacturers but not factory mounted. Furnish copies of manufacturers' wiring diagram submittals to electrical Installer.

I. Wiring Method: Conceal conductors and cables in accessible ceilings, walls, and floors where possible.

J. Engage a factory-authorized service representative to perform startup service.

1. Complete installation and startup checks according to manufacturer's written instructions.

3.3 ALIGNMENT

A. Align split-case pump and driver shafts after complete unit has been leveled on concrete base, grout has set, and anchor bolts have been tightened.

B. After alignment is correct, tighten anchor bolts evenly. Fill baseplate completely with grout, with metal blocks and shims or wedges in place. Tighten anchor bolts after grout has hardened. Check alignment and make required corrections.

C. Align piping connections.

D. Align pump and driver shafts for angular and parallel alignment according to HI 1.4 and to tolerances specified by manufacturer.

3.4 CONNECTIONS

A. Comply with requirements for piping and valves specified in Division 21 Section "Wet-Pipe Sprinkler Systems." Drawings indicate general arrangement of piping, fittings, and specialties.



B. Install piping adjacent to pumps and equipment to allow service and maintenance.

C. Connect relief-valve discharge to drainage piping or point of discharge.

D. Connect fire pumps to their controllers.

3.5 IDENTIFICATION

A. Identify system components. Comply with requirements for fire-pump marking according to NFPA 20.

3.6 FIELD QUALITY CONTROL

A. Test each fire pump with its controller as a unit. Comply with requirements for electric-motor-driver fire-pump controllers specified in Division 21 Section "Controllers for Fire-Pump Drivers."

B. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect, test, and adjust components, assemblies, and equipment installations, including connections.

C. Perform tests and inspections.

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

D. Tests and Inspections:

1. After installing components, assemblies, and equipment including controller, test for compliance with requirements.

2. Test according to NFPA 20 for acceptance and performance testing. 3. Leak Test: After installation, charge system and test for leaks. Repair leaks and

retest until no leaks exist. 4. Operational Test: After electrical circuitry has been energized, start units to

confirm proper motor rotation and unit operation. 5. Test and adjust controls and safeties. Replace damaged and malfunctioning

controls and equipment.

E. Components, assemblies, and equipment will be considered defective if they do not pass tests and inspections.

F. Prepare test and inspection reports.

G. Furnish fire hoses in number, size, and length required to reach storm drain or other acceptable location to dispose of fire-pump test water. Hoses are for tests only and do not convey to Owner.



3.7 DEMONSTRATION

A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain fire pumps.

END OF SECTION 213113

ZOL3-MS2SMODULAR BENCHSTANDARD DEPTH





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4131 N. Central Expressway, Suite 200

Dallas, TX 75204

P 214.540.5900

www.tlc-engineers.com

© Copyright 2019 TLC Engineering Solutions,Inc.

TLC Project No.:

F-004790

518073

Seal

Drawing No.:

Scale:

Revisions:

Drawing Title:

Approved By:

Issue Date:

Project No.:

Drawn By:

18-049

07/13/2020

AS

AS NOTED

Consultants:

No. Date Description

ARCHITECT:

GSO Architects

5310 Harvest Hill Rd. Suite 226, LB 156

Dallas, Texas 75230

PH: 972.385.9651

www.GSOarchitects.com

Yaggi Engineering Inc.

5840 Interstate 20 W, Suite 270

Arllington, Texas 76017

PH: 817.483.2373

www.yaggiengineering.com

ELECTRICAL ENGINEER:

AS

REGISTRATION NO. 17645

LISA LESLIE SWIFT

ARCHITECT

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TLC Project No.:

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518073

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Approved By:

Issue Date:

Project No.:

Drawn By:

18-049

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Consultants:


ARCHITECT:

GSO Architects


Dallas, Texas 75230

PH: 972.385.9651





PH: 817.483.2373



AS


LISA LESLIE SWIFT

ARCHITECT

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TLC Project No.:

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Issue Date:

Project No.:

Drawn By:

18-049

07/13/2020

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ARCHITECT:

GSO Architects


Dallas, Texas 75230

PH: 972.385.9651





PH: 817.483.2373



AS


LISA LESLIE SWIFT

ARCHITECT

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TLC Project No.:

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Scale:

Revisions:

Drawing Title:

Approved By:

Issue Date:

Project No.:

Drawn By:

18-049

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AS

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Consultants:


ARCHITECT:

GSO Architects


Dallas, Texas 75230

PH: 972.385.9651





PH: 817.483.2373



AS


LISA LESLIE SWIFT

ARCHITECT

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Issue Date:

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Drawn By:

18-049

07/13/2020

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Consultants:


ARCHITECT:

GSO Architects


Dallas, Texas 75230

PH: 972.385.9651





PH: 817.483.2373



AS


LISA LESLIE SWIFT

ARCHITECT

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AutoCAD SHX Text01



AutoCAD SHX TextENLARGED DEMOLITION

AutoCAD SHX Text03



AutoCAD SHX TextENLARGED DEMOLITION



AutoCAD SHX TextREMOVE EXISTING AUTOMATIC DOOR BUTTON(S) COMPLETELY TO POINT OF ORIGIN, TYPICAL


AutoCAD SHX TextSIM.































AutoCAD SHX Text231

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AutoCAD SHX Text340

AutoCAD SHX Text341

AutoCAD SHX TextREFER TO A8.2 FOR FLOOR PATTERN

AutoCAD SHX TextREFER TO A8.2 FOR FLOOR PATTERN

AutoCAD SHX TextD6

AutoCAD SHX TextD6

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AutoCAD SHX TextWATER CLOSET: HANDICAP GRAB BAR BOBRICK B-6806 X 36" AND B-6806 X 42". FINISH SATIN STAINLESS STEEL - PROVIDE BLOCKING, SEE NOTES THIS SHEET

AutoCAD SHX TextTOILET PAPER DISPENSER PROVIDED BY UNT

AutoCAD SHX TextSANITARY NAPKIN DISPOSAL PROVIDED BY UNT

AutoCAD SHX TextHAND DRYER WITH RECESSED KIT. GC TO FIELD VERIFY & CONFIRM CLEARANCES FOR AT LEAST ONE (1) TO BE ADA/TAS COMPLIANT IN EACH RESTROOM. REFER TO MEP. WORLD DRYER: SMART DRI IN BRUSHED STAINLESS STEEL

AutoCAD SHX TextNOT USED

AutoCAD SHX TextELEVATION KEY NOTES

AutoCAD SHX Text7

AutoCAD SHX TextTOILET PARTITIONS (FLOOR MOUNTED)

AutoCAD SHX Text8

AutoCAD SHX TextPRIVACY SCREEN (WALL MOUNTED)

AutoCAD SHX Text9

AutoCAD SHX TextPAINTED WALL, REFER TO FINISH SCHEDULE

AutoCAD SHX TextADA

AutoCAD SHX TextADA WATER CLOSET 17"-19" TO T.O. SEAT A.F.F. (REFER TO MEP)

AutoCAD SHX TextB

AutoCAD SHX TextURINAL (REFER TAS/ADA FOR ACCESSIBLE HEIGHTS & MEP)

AutoCAD SHX TextC

AutoCAD SHX TextLAVATORY W/ SPECIFIED FAUCET WITH INSULATION KIT: TRUEBRO #102W COLOR: WHITE (REFER MEP)

AutoCAD SHX Text10

AutoCAD SHX TextFIELD WALL TILE, REFER TO FINISH SCHEDULE

AutoCAD SHX TextMIRROR: FULL WIDTH OF COUNTERTOP -- MOUNT 38" TO B.O. MIRROR (MAX 40" AFF)

AutoCAD SHX Text11

AutoCAD SHX TextBABY CHANGING STATION KOALA CARE KB-110-SSRE, HORIZONTAL RECESSED-MOUNTED STAINLESS STEEL. DIAPER CHANGING STATION SHALL BE INSTALLED WITH TOP OF UNIT NO MORE THAN 48" (1220MM), AND CHANGING BE NO MORE THAN 34" (865MM) ABOVE FINISH FLOOR. UNIT SHALL OPERATE (OPEN & CLOSE) WITH ONE HAND AND LESS THAN 5 POUNDS OF FORCE (22.2N). WHEN CLOSED UNTIL SHALL PROTRUDE NO MORE THAN 4" (100MM) FROM WALL.

AutoCAD SHX TextSEMI-RECESSED ADA/TAS COMPLIANT NAPKIN VENDOR, TYPICAL AT ALL WOMEN'S MULTI STALL RESTROOMS.

AutoCAD SHX TextLINEAR LIGHT FIXTURE, REFER TO MEP.

AutoCAD SHX TextBOBRICK B-221, SURFACE MOUNTED SEAT-COVER DISPENSER, FINISH: STAINLESS STEEL

AutoCAD SHX Text14

AutoCAD SHX TextDRINKING FOUNTAIN (REFER MEP)

AutoCAD SHX TextSURFACE-MOUNTED SOAP DISPENSER PROVIDED BY UNT.

AutoCAD SHX Text15

AutoCAD SHX TextSHOWER: HANDICAP GRAB BAR BOBRICK B-6806 X 30" AND B-6806 X 48", FINISH STAINLESS STEEL - PROVIDE BLOCKING, SEE NOTES THIS SHEET AND SPECS.

AutoCAD SHX TextA

AutoCAD SHX TextWATER CLOSET (REFER MEP)

AutoCAD SHX Text16

AutoCAD SHX TextSHOWER: SYSTEM KIT, REFER MEP

AutoCAD SHX Text19

AutoCAD SHX TextSCHLUTER QUADEC METAL FINISHING PROFILE, REFER TO FINISH METAL FINISHING PROFILE, REFER TO FINISH SCHEDULE, FINISH SATIN STAINLESS STEEL

AutoCAD SHX Text18

AutoCAD SHX TextSHOWER CURTAIN ROD WITH CONCEALED MOUNTING- BOBRICK MOUNTING- BOBRICK B-6107 FIELD VERIFY LENGTH, SATIN FINISH STAINLESS STEEL

AutoCAD SHX Text20

AutoCAD SHX TextACCENT WALL TILE, REFER TO FINISH SCHEDULE

AutoCAD SHX Text21

AutoCAD SHX TextROBE HOOK BOBRICK B-76717. MOUNT 48" A.F.F. MAX.

AutoCAD SHX Text22

AutoCAD SHX TextTOWEL PIN BOBRICK B-6777. MOUNT 48" A.F.F. MAX, DO NOT PLACE WITHIN REQUIRED WATER CLOSET CLEARANCES

AutoCAD SHX Text23


AutoCAD SHX Text24


AutoCAD SHX TextREFER TO FINISH SCHEDULE

AutoCAD SHX Text02

AutoCAD SHX Text01

AutoCAD SHX Text02

AutoCAD SHX Text02

AutoCAD SHX Text02

AutoCAD SHX TextREFER TO FLOOR PLAN FOR NEW RECESSED HAND DRYER, TYPICAL




AutoCAD SHX Text2

AutoCAD SHX Text2

AutoCAD SHX Text2

AutoCAD SHX Text2

AutoCAD SHX Text2

AutoCAD SHX Text2

AutoCAD SHX Text2

AutoCAD SHX Text2

AutoCAD SHX Text2

AutoCAD SHX Text2

AutoCAD SHX Text2

AutoCAD SHX Text8/11/2020

AutoCAD SHX TextD12

AutoCAD SHX Text2

AutoCAD SHX TextD12

AutoCAD SHX Text2

AutoCAD SHX TextD12

AutoCAD SHX Text2

AutoCAD SHX TextD12

AutoCAD SHX Text2

K-2035-8PINOIRLAVATORY

K-2035-8PINOIRLAVATORY

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Dallas, TX 75204

P 214.540.5900



TLC Project No.:

F-004790

518073

Seal

Drawing No.:

Scale:

Revisions:

Drawing Title:

Approved By:

Issue Date:

Project No.:

Drawn By:

18-049

07/13/2020

AS

AS NOTED

Consultants:


ARCHITECT:

GSO Architects


Dallas, Texas 75230

PH: 972.385.9651





PH: 817.483.2373



AS


LISA LESLIE SWIFT

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ADDENDUM 27/29/201ADDENDUM 38/11/202

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AutoCAD SHX Text1

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AutoCAD SHX Text10

AutoCAD SHX Text9

AutoCAD SHX TextADA

AutoCAD SHX TextC

AutoCAD SHX Text19

AutoCAD SHX Text19

AutoCAD SHX Text5

AutoCAD SHX TextCONTROL AREA

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AutoCAD SHX Text11

AutoCAD SHX Text10

AutoCAD SHX Text15

AutoCAD SHX Text16

AutoCAD SHX Text11

AutoCAD SHX Text10

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text3

AutoCAD SHX Text3

AutoCAD SHX Text9

AutoCAD SHX Text10

AutoCAD SHX Text15

AutoCAD SHX Text11

AutoCAD SHX Text16

AutoCAD SHX Text9

AutoCAD SHX TextC

AutoCAD SHX TextC

AutoCAD SHX Text2


AutoCAD SHX Text19

AutoCAD SHX Text19

AutoCAD SHX Text18

AutoCAD SHX Text19

AutoCAD SHX Text18

AutoCAD SHX Text19

AutoCAD SHX Text21

AutoCAD SHX Text22

AutoCAD SHX Text22

AutoCAD SHX Text5

AutoCAD SHX Text11

AutoCAD SHX Text9

AutoCAD SHX Text3

AutoCAD SHX Text2

AutoCAD SHX Text19

AutoCAD SHX Text2

AutoCAD SHX Text3

AutoCAD SHX Text10

AutoCAD SHX Text9

AutoCAD SHX Text10

AutoCAD SHX Text21

AutoCAD SHX TextD5

AutoCAD SHX Text04

AutoCAD SHX Text%%UENLARGED DEMO PLAN


AutoCAD SHX TextRESTROOM 263A

AutoCAD SHX Text05

AutoCAD SHX Text%%UENLARGED FLOOR PLAN


AutoCAD SHX TextRESTROOM 263A

AutoCAD SHX Text02

AutoCAD SHX Text%%UENLARGED DEMO PLAN


AutoCAD SHX TextRESTROOM 168

AutoCAD SHX Text03

AutoCAD SHX Text%%UENLARGED FLOOR PLAN


AutoCAD SHX TextRESTROOM 168

AutoCAD SHX Text08

AutoCAD SHX Text%%UAT RESTROOM 168


AutoCAD SHX TextELEVATION

AutoCAD SHX Text09





AutoCAD SHX Text11

AutoCAD SHX Text%%UAT RESTROOM 263A



AutoCAD SHX TextINFILL EXISTING DOOR


AutoCAD SHX TextNEW WALL TO FILL IN ALCOVE

AutoCAD SHX TextREFER TO SHEET A3.1A FOR NOTES AND LEGEND

AutoCAD SHX Text13





AutoCAD SHX TextEXISTING RECESSED CABINET FIRE EXTINGUISHER TO BE RELOCATED






AutoCAD SHX Text07




AutoCAD SHX Text06




AutoCAD SHX Text10




AutoCAD SHX Text12




AutoCAD SHX TextFEC RELOCATED

AutoCAD SHX Text263A

AutoCAD SHX TextC162A

AutoCAD SHX TextD11

AutoCAD SHX TextD10

AutoCAD SHX TextD1

AutoCAD SHX TextD11

AutoCAD SHX TextD10

AutoCAD SHX TextD11

AutoCAD SHX TextD5

AutoCAD SHX TextD1

AutoCAD SHX TextD5

AutoCAD SHX TextD1

AutoCAD SHX TextD10

AutoCAD SHX TextD9

AutoCAD SHX TextD9

AutoCAD SHX TextD9

AutoCAD SHX Text12

AutoCAD SHX Text17

AutoCAD SHX Text13

AutoCAD SHX TextD

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text3

AutoCAD SHX Text4

AutoCAD SHX Text5

AutoCAD SHX Text6

AutoCAD SHX TextWATER CLOSET: HANDICAP GRAB BAR BOBRICK B-6806 X 36" AND B-6806 X 42". FINISH SATIN STAINLESS STEEL - PROVIDE BLOCKING, SEE NOTES THIS SHEET

AutoCAD SHX TextTOILET PAPER DISPENSER PROVIDED BY UNT

AutoCAD SHX TextSANITARY NAPKIN DISPOSAL PROVIDED BY UNT

AutoCAD SHX TextHAND DRYER WITH RECESSED KIT. GC TO FIELD VERIFY & CONFIRM CLEARANCES FOR AT LEAST ONE (1) TO BE ADA/TAS COMPLIANT IN EACH RESTROOM. REFER TO MEP. WORLD DRYER: SMART DRI IN BRUSHED STAINLESS STEEL


AutoCAD SHX TextELEVATION KEY NOTES

AutoCAD SHX Text7

AutoCAD SHX TextTOILET PARTITIONS (FLOOR MOUNTED)

AutoCAD SHX Text8

AutoCAD SHX TextPRIVACY SCREEN (WALL MOUNTED)

AutoCAD SHX Text9

AutoCAD SHX TextPAINTED WALL, REFER TO FINISH SCHEDULE

AutoCAD SHX TextADA

AutoCAD SHX TextADA WATER CLOSET 17"-19" TO T.O. SEAT A.F.F. (REFER TO MEP)

AutoCAD SHX TextB

AutoCAD SHX TextURINAL (REFER TAS/ADA FOR ACCESSIBLE HEIGHTS & MEP)

AutoCAD SHX TextC

AutoCAD SHX TextLAVATORY W/ SPECIFIED FAUCET WITH INSULATION KIT: TRUEBRO #102W COLOR: WHITE (REFER MEP)

AutoCAD SHX Text10

AutoCAD SHX TextFIELD WALL TILE, REFER TO FINISH SCHEDULE

AutoCAD SHX TextMIRROR: FULL WIDTH OF COUNTERTOP -- MOUNT 38" TO B.O. MIRROR (MAX 40" AFF)

AutoCAD SHX Text11

AutoCAD SHX TextBABY CHANGING STATION KOALA CARE KB-110-SSRE, HORIZONTAL RECESSED-MOUNTED STAINLESS STEEL. DIAPER CHANGING STATION SHALL BE INSTALLED WITH TOP OF UNIT NO MORE THAN 48" (1220MM), AND CHANGING BE NO MORE THAN 34" (865MM) ABOVE FINISH FLOOR. UNIT SHALL OPERATE (OPEN & CLOSE) WITH ONE HAND AND LESS THAN 5 POUNDS OF FORCE (22.2N). WHEN CLOSED UNTIL SHALL PROTRUDE NO MORE THAN 4" (100MM) FROM WALL.

AutoCAD SHX TextSEMI-RECESSED ADA/TAS COMPLIANT NAPKIN VENDOR, TYPICAL AT ALL WOMEN'S MULTI STALL RESTROOMS.

AutoCAD SHX TextLINEAR LIGHT FIXTURE, REFER TO MEP.

AutoCAD SHX TextBOBRICK B-221, SURFACE MOUNTED SEAT-COVER DISPENSER, FINISH: STAINLESS STEEL

AutoCAD SHX Text14

AutoCAD SHX TextDRINKING FOUNTAIN (REFER MEP)

AutoCAD SHX TextSURFACE-MOUNTED SOAP DISPENSER PROVIDED BY UNT.

AutoCAD SHX Text15

AutoCAD SHX TextSHOWER: HANDICAP GRAB BAR BOBRICK B-6806 X 30" AND B-6806 X 48", FINISH STAINLESS STEEL - PROVIDE BLOCKING, SEE NOTES THIS SHEET AND SPECS.

AutoCAD SHX TextA

AutoCAD SHX TextWATER CLOSET (REFER MEP)

AutoCAD SHX Text16

AutoCAD SHX TextSHOWER: SYSTEM KIT, REFER MEP

AutoCAD SHX Text19

AutoCAD SHX TextSCHLUTER QUADEC METAL FINISHING PROFILE, REFER TO FINISH METAL FINISHING PROFILE, REFER TO FINISH SCHEDULE, FINISH SATIN STAINLESS STEEL

AutoCAD SHX Text18

AutoCAD SHX TextSHOWER CURTAIN ROD WITH CONCEALED MOUNTING- BOBRICK MOUNTING- BOBRICK B-6107 FIELD VERIFY LENGTH, SATIN FINISH STAIN

unt | dallas unt system · 2 days ago · section 200800 part 3.3 revise hvac controls from 25% to...

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