B.08.03 Attachment F - Amendment 0003 Summary of Changes.pdf

AMENDMENT NO. 0003 TO W912DR21B0019

Letterkenny Army Depot: Renovations to Building 320

EFFECTIVE 23 July 2021

SPECIFICATIONS:

1) Specification 01 11 00: Delete the Phasing and Work Summary Scope attached to this specification as originally issued and substitute the attached like-named Phasing and Work Summary Scope, dated 23 July 2021.

2) Specification 01 33 00: Delete the Submittal Register attached to this specification as originally issued and substitute the attached like-named Submittal Register dated 23 July 2021.

3) Specification 05 52 00: Insert the following immediately after Paragraph 2.2.5.1:

“2.3 NON-PENETRATING ROOF GUARDRAIL SYSTEM

Non-penetrating railing system for roof edge fall protection.

2.3.1 System Description

Provide and install freestanding Roof Edge Protection System, including pipe railings, uprights, bases, counterweights, fittings and delivery to site.

2.3.2 Components

Freestanding counterweighted guardrail system with 42 inch (1067 mm) minimum height to provide a pedestrian egress barrier on the roof to withstand a minimum load of 200 lb (90719 g) in any direction to the top rail per OSHA Regulation 29 CFR 1910.23.

a. Pipe: Steel, 1-1/2 inches (48 mm) schedule 40, galvanized.

b. Tube: Galvanized tube, 12 gauge, 1-1/2 inches, 1.90 inches (48 mm) OD.

c. Rails and Posts: Galvanized Tube, 12 gauge, 1-1/2 inches 1.90 inches (38 mm) diameter.

d. Counterweight Levers: Galvanized Tube, 12 gauge, 1-1/4 inches 1.660 inches (38 mm) diameter.

e. Mounting Bases: Steel bases are galvanized and are supplied with a rubber pad on underside of the component.

f. Counterweights: Molded recycled PVC with one fixing collar per counterbalance. Weight per counterweight base, 30 pounds.

g. Fasteners: stainless steel or galvanized.

h. Fittings, Including Elbows, Crossovers, Wall flanges, Tees, Couplings: Galvanized

Malleable Cast Iron, ASTM A447 with ASTM A153 galvanizing.

2.3.3 Finish

Factory applied powder coat finish. Color as selected from manufacturer's full line of RAL colors.”

4) Specification 07 42 13: Insert existing metal wall panel shop drawing “Morin Building Products” at the end of the specification.

5) Specification 23 07 00: Delete this specification section as originally issued and substitute the attached like-named specification section dated 23 July 2021.

DRAWINGS:

6) Sheet AD103: Delete note A4b in room 119. The ceiling in this area is to be patched/repaired and repainted.

7) Sheet A010: Delete this sheet in its entirety as originally issued and substitute the attached like-numbered sheet, dated 07/2021.

8) Sheet A402: Revise roof replacement general note #16 to read as follows:

“DUE TO HAZARDOUS WORKING CONDITIONS WITH-IN THE DESIGNATED AREA

SHOWN ON THE “SET UP PLAN” ON THIS SHEET ALL WORK WITHIN THIS AREA

SHALL BE DURING NON-DUTY HOURS FOR THIS PROJECT SHALL BE 7:00 A.M. TO

3:30 P.M. FRIDAY THRU SUNDAY. (SEE ALSO SECTION 01 14 00 WORK RESTRICTIONS

SECTIONS 1.3.2, 1.3.3 AND 1.3.4.”

9) Sheet A602: Delete this sheet in its entirety as originally issued and substitute the attached like-numbered sheet, dated 07/2021.

10) Sheet A702: Delete this sheet in its entirety as originally issued and substitute the attached like-numbered sheet, dated 07/2021.

11) Sheet A901: Revise reference note of plaster ceiling patching on Photos 1 and 3 to read as follows:

“EXISTING CEILING TO BE ABATED OF ASBESTOS CONTAINING MATERIAL

AND THEN REMOVED”

12) Sheet S101: Add Reference note on Existing Pit to read the following:

“BACKFILL EXIST PIT, 2’-8”+/- DEEP AND REPAIR SLAB”

13) Sheet S102: Plan Note 1 to read the following:

“SAFETY RAILING IS DESIGNED AROUND A NON-PENETRATING ROOF

GUARDRAIL SYSTEM. MAXIMUM SPACING OF POSTS AND BASES IS 8’-0”

WEIGHT AT EACH POST IS 57 POUNDS. WEIGHT AT BASES ARE 30 LBS. REFER

TO REVISED SPECIFICATION 05 52 00 SECTION 2.3.”

14) Sheet S102B: Plan Note 1 to read the following:

“SAFETY RAILING IS DESIGNED AROUND A NON-PENETRATING ROOF

GUARDRAIL SYSTEM. MAXIMUM SPACING OF POSTS AND BASES IS 8’-0”

WEIGHT AT EACH POST IS 57 POUNDS. WEIGHT AT BASES ARE 30 LBS. REFER

TO REVISED SPECIFICATION 05 52 00 SECTION 2.3.”

15) Sheet P001: Delete Roof Drain Footnote #4.

GENERAL:

16) Price Schedule: Delete this document and replace with the attached revised price schedule, dated

23 July 2021.

PHASING OF WORK

RENOVATIONS TO BLDG-320 LETTERKENNY

Phasing of Work (Refer to plan PH101)

A. Phase-1: BCA Roof Replacement Area A.

a. Wash bay

b. Steam Cleaning Building (Regular business hours)

B. Phase-1A: BCA

a. Owner to Temporarily Relocate Paint Line 3 off-site.

b. ACM removal Wash Bay Line 2 and Line 3

c. Perform work at Line 2 and Line 3 Wash Bay Area

C. Phase-1B: BCA

a. ACM removal Wash Bay Line 1

b. Perform work at Line 1 Wash Bay Area

D. Phase-2: BCA Roof replacement Area B and C.

a. Phase 2a Regular business hours

b. Phase 2b Non-Duty hours, Replacement will be completed in sections and any equipment shutdowns will be scheduled for weekends.

E. Phase-3: BCA

a. Perform work in the Steam Cleaning Building F. Phase-4: Cost Option-1

a. Perform work at Paint Line 2

b. Perform work at Paint Line 3

c. Perform work on Paint Line 1

Note: Infrared drying are Line 3 to remain in operations during construction G. Phase-4D: Cost Option-2 Perform Wall Insulation Facing repairs.

H. Phase-5A: Cost Option-3 Perform Exterior Man Door and Overhead Door replacement I. Phase-5B: Cost Option-4 Perform Exterior Metal Wall Panel repairs J. Phase-6: Cost Option-5

a. Site Work modifications and installation of Emergency Generator.

K. Phase-7: Cost Opton-6 Office Area, Breakroom, Locker Rooms, Mech. Room and High Bay Office Area:

a. Owner to relocate office staff and furniture from office areas.

b. Owner to relocate breakroom, paint office area to general office area.

c. ACM removal, breakroom, locker room, mechanical room, paint office, tool and parts Area.

d. Selective demolition Breakroom, Locker Room Area, Mechanical Room, Paint Office, Tool and Parts Area.

e. Perform work at Breakroom, Locker Room Areas, Mech. Room, Paint Office, and Tool and Parts Room.

f. Move Breakroom, Paint Office, and Tool and Parts Room to their original locations.

g. ACM removal General Office Area

h. Perform work in General Office Area

i. Owner to move General Office Areas to original location.

PHASING OF WORK

L. Phase-8: Cost Option-7 Maintenance bays

Other Considerations of Phasing:

A. Temporary patching of roof areas that receive new ceiling will be required.

B. Some new ceiling tile may require replacement at the time the roof replacement begins.

C. The facility will be operational during construction.

D. Infrared drying room on Paint Line-3 will stay in operations during construction.

E. Main electrical gear turnover will be done on a weekend.

F. All furniture, wall mounted furnishings (bulletin boards, pictures, etc.), appliances and equipment will be removed and reinstalled by LEAD G. Temporary work areas, portable toilets and other facilities for employees during phasing of construction will be provided by LEAD.

WORK SUMMARY

Scope of Work:

1. Site and Building Exterior

A. Proposed site improvements include the addition of a concrete generator pad and an electrical duct bank to Building 320. Access to the site shall be achieved from the parking area east of the proposed work. The abandoned underground storage tank and associated underground oil lines shall remain as part of the project. Temporary access into the site shall have bearing pads to protect existing utilities and sidewalk. Temporary erosion and sediment controls shall be placed on site to protect the adjacent area from sediment laden runoff. After the generator pad and electrical duct bank is complete, the site shall be restored to original conditions including topsoil and seeding in lawn areas, restoration of concrete sidewalk, and restoration of asphalt paving areas. Any damage caused by access into the site shall also be restored to original conditions.

B. Repair and or replace damaged exterior metal wall panels, approximately 2,500 SF. Letterkenny Army Depot (LEAD) will provide information on the existing Morin wall panel product installed so the new replacement product will match the existing. The Morin Building Product may no longer be available so the GC would then be required to find a suitable replacement and issue submittal information so confirmation can be made for Profile, gage, and color.

Miscelleanous items such as fasteners, flashing and sealants must be compatible with the exiting product.

C. Exterior Items to be painted

1. Bollards (66)

2. Eyewash stations (1) exterior

3. Exterior ladders to roof

D. Temporary Construction Facilities and Controls

E. Electrical:

1. An 800KW/1000KVA 480/277V diesel exterior emergency generator with

48-hour capacity sub-base tank.

2. High Bay

A. Wash Bay Open Trench Grates.

Remove existing open trench grates in this area. Replace with new heavy load type, low grip and heal safe plates.

1. 12” wide approximately (262) LF

2. 18” wide approximately (24) LF

B. Open Trench grate in High Bay

Remove existing open trench grates in this area. Replace with new heavy load type, low grip and heal safe plates.

1. 12” wide solid grates approximately (550) LF

2. 18” wide solid grates approximately (195) LF

C. Solid Plate Pit Cover: Approximately (1,000) SF

Will remain in place, abrasive blast corroded solid plate pit cover, repaint as specified.

D. Solid Plate Drag Chain Cover:

Will remain in place Abrasive blast corroded drag chain cover, repaint as specified, weld in place loose sections.

E. Existing Wall Insulation Repairs Approximately 3,000 SF: Included wall insulation facing repair in selected areas of the paint line:

F. Doors and Hardware.

1. Man, Doors Replacement (Refer to door schedule)

a. Exterior (18)

b. Interior (23)

2. Replace all Overhead Doors (Refer to door schedule)

a. 8x9 (2)

b. 12x14 (1)

c. 16x14 (23) Door D19 is show at 16’-6”

d. 22x14 (3) Door D21 will expand from 16’ to 22’

G. Finishes:

1. Paint Areas: Ceiling to be cleaned, not painted, compressed air method, not water. Approximate (50,115) SF

2. Ceilings to be replaced.

a. Wash Bay: moisture resistant grid and tile system (4,596 SF)

b. 120 Paint office, 121 Storage room, and 123 Maintenance office:

(814) SF

3. Flooring:

a. High Bay and Paint Booths approximately (50,171)SF; strip existing and seal

b. Wash Bay approximately (4,531 SF): New epoxy nonslip sand grit floor finish

4. Paint Walls and Columns

a. Walls to 27’ Approximately (45,000) SF

b. Columns 6x6x27’ Total (64)

c. Bollards Interior (56)

d. Eyewash Stations (9)

e. Between women’s and men’s restroom’s, preserve existing murals, clean, touch up and seal with a 2” border.

H. Miscellaneous

1. Lockers, cabinets, and furniture panels in the paint area will be removed and stored by the building user (LEAD).

I. HVAC

High Bay - All abandoned steam supply and return piping and associated terminal equipment, insulation, hangers, and controls, located in this area shall be removed. Existing heating and ventilation unit HV-1 located between column lines 7A and 8A, in the High Bay area, is to be removed including all associated ductwork, diffusers, wiring, controls, hangars and supports. Remove outside air duct up through roof and patch remaining curb weather tight.

The controls for the Solar Wall are to be integrated with the infrared radiant heat system so that the solar wall heat comes on first. The radiant gas heat will be energized after the solar wall heat has been expended. The new controls shall operate under the following Sequences:

Column lines 5A through 14A: High Velocity Low Speed fans HVLS-1 and HVLS-2 shall operate as currently controlled. Solar Wall Fans SWF-1 and SWF-2 shall operate as currently controlled. A new temperature sensor shall be installed in the solar wall section serving solar wall supply fans SWF-1 and SWF-2. Whenever the solar wall temperature rises above 70 deg. F. (adj.) the Zone #5 IR heaters shall be disabled through the BMS system. Whenever the solar wall temperature drops below 68 deg. F. (adj.), or if the space temperature drops below 63 deg. F., the Zone #5 IR heaters shall be enabled and shall operate under their current control system.

Column lines 15A through 23A: Solar Wall Fans SWF-3 and SWF-4 shall operate as currently controlled. A new temperature sensor shall be installed in the solar wall section serving solar wall fans SWF-3 and SWF-4. Whenever the solar wall temperature rises above 70 deg. F. (adj.) the Zone #1 IR heaters shall be disabled through the BMS system. Whenever the solar wall temperature drops below 68 deg. F. (adj.), or if the space temperature drops below 63 deg.

F., the Zone #1 IR heaters shall be enabled and shall operate under their current control system.

Column lines 26A through 26C: High Velocity Low Speed fan HVLS-3 shall operate as currently controlled. Solar Wall Fan SWF-5 shall operate as currently controlled. A new temperature sensor shall be installed in the solar wall section serving solar wall supply fan SWF-5. Whenever the solar wall temperature rises above 70 deg. F. (adj.) the Zone #2 IR heaters shall be disabled through the BMS system. Whenever the solar wall temperature drops below 68 deg. F. (adj.), or the space temperature drops below 63 deg. F., the

Zone #2 IR heaters shall be enabled and shall operate under their current control system.

IR Heaters Zone #3 and Zone #4: Infrared hearer zones 3 and zone 4 shall operate under their current control system.

MAU-1 and EF-1, 2 and 3: The gas fired makeup air unit and associated exhaust fans shall operate under their current control system and maintain their existing sequence of operation.

J. Wash Bay

All abandoned steam supply and return piping and associated terminal equipment, insulation, hangers, and controls, located in this area shall be removed.

MAU-14 shall remain and shall operate under its current control system and maintain its existing sequence of operation. A new roof mounted exhaust fan will be installed. The exhaust fan shall also be equipped with a hand on auto switch with timed override to allow the exhaust fan to be used in a manual mode. The exhaust fan shall be constant volume and sized to maintain a slight negative pressure relation between the wash bay and the adjacent spaces. The existing supply diffusers and return registers shall be removed, the ductwork shall be modified as required to install new diffusers and registers into the new ceiling grid being installed in this area.

K. Plumbing/Sprinkler System

1. Provide new laundry sink with instantaneous water heater below sink.

Connect new cold water piping to existing cold water piping. Provide new waste and vent from new sink. Vent piping to terminate through roof, and waste piping to connect to existing piping from trench drain below slab.

Provide new semi-recessed sprinkler heads in Wash Bay.

L. Electrical

1. Disconnect and remove the existing original building section of the 1600-amp 480/277 volt, 3 phase,4 wire Main Distribution Switchboard 'MDS' with existing distribution section #3 to remain and provide a new 1600 amp, 480/277 volt, 3phase, 4 wire Main Distribution Switchboard.

2. Provide ARMs on the main with light to indicate maintenance mode.

3. Disconnect and remove existing 112.5 KVA 480V:208/120V step-down transformer and provide a new 150 KVA 480V:208/120V step-down transformer.

4. Replace existing original building branch panelboards and associated feeders.

5. Replace the existing fire alarm system in its entirety except for the existing SigCom fire alarm transmitter which would remain and be reconnected to the new fire alarm system control panel. The new fire alarm system will be a Siemens XLS system.

6. Provide an exterior mounted diesel fired 800 KW generator with 48-hour capacity sub-based tank will be provided. The generator will be sized to serve the entire building.

7. Connect new overhead door operator to existing circuit breaker serving existing prior to demolition.

8. Relocate existing switching expand Door D21.

3. Restrooms and Showers

A. Doors and Hardware:

1. Install new ADA compliant doors and hardware.

B. Install new walls: (Refer to plan A001, A702, and A703)

1. Women’s locker room entry

2. Men’s locker room entry

3. New 5/8” dry wall with FRP wall finish: approximately (3,800 SF)

C. Finishes:

1. New 2x4 Suspended Ceiling: approximately (1,850) SF.

2. New 2x4 moisture resistant ceilings at showers: approximately (100 SF)

3. Flooring: New VCT approximately (1,850) SF

4. Painted drywall above lockers and FRP (see plan A702)

D. Millwork-Furnishings:

1. Counter Tops: New solid surface counters approximately (24) LF (see plan

A702)

E. Specialties:

1. New lockers and benches all areas.

5. Locker 18x18 Single 6” base sloped top approximately (78) units

6. Double Tier at Women’s Locker room (6)

7. (4) Lockers to be ADA accessible.

8. Benches approximately (35) LF in locker room and Shower areas.

F. New toilet partitions painted steel floor mounted with stainless steel hardware.

1. Standard Stall (8)

2. ADA Stall (2)

3. Urinal Screen (5)

G. Accessories:

1. New manual paper towel dispenser/waste receptacle combo

2. Toilet paper dispenser (Type TBD)

3. Soap dispensers: manual surface mount liquid type

4. Hand sanitizer dispenser

5. Waste receptacle

6. Metal frame mirror 24x36 (no shelf) (10)

7. Fire extinguisher and cabinet, surface mount approximately (20)

8. Existing showers to remain.

H. HVAC

The men's and women's locker room area is scheduled to receive new mechanical systems. Due to elevated temperatures, during the summer months, the user requested that air conditioning be provided for these areas.

Disconnect and remove existing rooftop heating and ventilating unit, associated exhaust fan, all associated ductwork, hangers, registers, controls and wiring in their entirety.

The proposed design includes a new rooftop energy recovery air handling unit, which will provide heating, cooling and ventilation air to the Men's and Women's Locker Rooms. The unit will be located on the roof, mounted on existing structural steel supports, and will be provided with a supply and exhaust fan, merv 8 and merv 13 filters, a natural gas fired furnace, air-cooled condensing unit, air side economizer, and an energy wheel. The unit will be constant volume. A smoke detector is not required for this unit. Ductwork shall be round or rectangular galvanized and constructed to the latest SMACNA construction standards. All supply ductwork shall be insulated and concealed above the ceiling. Diffusers and registers shall be painted steel and of modular design to fit the lay-in ceiling system. Supply air shall be ducted to the locker rooms and transferred to the toilet and shower areas. Exhaust air shall be ducted from the showers and toilet areas back to the unit and exhausted through the energy wheel. New ceiling mounted electric unit heaters will be installed in the vestibule, locker rooms and toilet rooms to provide supplemental heat.

I. Plumbing/Sprinkler System

1. Replace all plumbing fixtures (American Standard)

a. Sinks (10)

b. Toilets (10)

c. Urinals (6)

2. Disconnect and remove existing water closets, urinals, lavatories, lavatory traps and stops. Existing associated branch piping to remain. Existing showers and mop sinks to remain.

3. Disconnect and remove existing sprinkler heads and associated piping as necessary for renovation.

4. Provide new manual flush valve 1.6 GPF vitreous china water closets, 0.5 GPF manual flush valve urinals, 1.0 GPM manual faucets, lavatories, lavatory traps and stops. New fixtures to be installed in same location as the existing, Contractor shall modify existing waste, vent and water piping to accommodate for new installation, as necessary.

5. Provide new sprinkler heads and associated piping as necessary for renovation.

J. Electrical

1. Disconnect and remove existing lighting, switching, receptacles, HVAC connections, branch circuiting and conduit.

2. The proposed design includes new LED lighting, lighting controls (low voltage switching, occupancy sensors), receptacles, HVAC connections, branch circuiting and conduit.

4. Break Room

A. New Wall Construction:

1. New data demark closet 5’x9’and storage area (See Plan)

2. Provide a 5’ high separation wall extension separating the breakroom the conference room and the director’s office. (See wall type-C A001)

B. Doors and Hardware

1. Replace interior doors and hardware to High Bay area

2. Remove existing ADA activation operator, switch, and push button.

3. New door and hardware for demark closet and storage closet.

C. Finishes:

1. New VCT flooring and rubber base (1,148 SF)

2. Paint walls

3. New 2x4 suspended ceiling system (1,148 SF)

D. Cabinetwork:

1. New laminated counters

2. New base and wall cabinets

E. Accessories:

1. Manual paper towel and soap dispenser added near new sink.

2. Existing Fire Extinguisher will be relocated.

F. Equipment and Furnishings:

1. Appliances and electronics provided by LEAD.

2. New 50” to 70” TV provided by LEAD.

3. Vending will be reinstalled by LEAD.

4. Tables, chairs, and cabinets will be removed and reinstalled by LEAD.

5. Bulletin Boards will be removed and reinstalled by LEAD.

G. HVAC:

1. Per the SOW, a building load calculation has been run for the Break Room to determine if the existing RTU has sufficient capacity to heat and cool the space. The load calculations indicate that a nominal six-ton unit is required for the Break Room. We were able to obtain a copy of the original submittal from the unit manufacturer, which is included in the equipment cut sheet section of this report. The submittal indicated that the unit is a nominal five-ton unit. Unfortunately, the submittal did not include the design conditions under which the unit was selected. Therefore, it is our recommendation that the existing unit be replaced. Also, due to the age and construction of the ductwork, we would recommend that the existing ductwork and diffusers be replaced as well.

2. Disconnect and remove existing rooftop unit, all associated ductwork, hangers, registers, and diffusers in their entirety. Install a new rooftop air handling unit on the existing roof curb, using a curb adaptor if required. The new rooftop unit will provide heating, cooling and ventilation air to the Break Room. The unit will be located on the roof and will be provided with a supply fan, merv 13 filters, a natural gas fired furnace, air-cooled condensing unit, air side economizer and barometric relief. The unit will be a single zone variable air volume unit. A smoke detector will be provided in the ductwork and wired to the fire alarm system to shut down the unit in the event that products of combustion are detected in the air stream. Ductwork shall be round or rectangular galvanized and constructed to the latest SMACNA construction standards. All supply ductwork shall be insulated and concealed above the ceiling. Diffusers and registers shall be painted steel and of modular design to fit the lay-in ceiling system. The above ceiling plenum space shall be used to return the air back to the unit. A new roof mounted exhaust fan will be installed to ventilate the telephone and storage closets. The exhaust fan shall be interlocked with the RTU to run whenever the unit is energized based on a time of day schedule.

3. The existing opening in the plenum between the Breakroom and the Office will be sealed.

H. Plumbing/Sprinkler System

1. Disconnect and remove existing sink, water cooler and associated waste and vent piping. Existing water piping demolition to be limited.

2. Disconnect and remove existing sprinkler heads and associated piping, as necessary.

3. A new single bowl stainless-steel ADA sink and water cooler with bottle filler will be provided in this area. New sanitary and vent piping to connect to existing waste and vent piping. Provide new sanitary piping below slab and connect to existing. A new electric instantaneous water heater will be provided below the sink, due to no hot water in proximity. Contractor shall modify existing water piping to accommodate for new installation, as necessary.

4. Provide new sprinkler heads, contractor shall modify existing fire protection piping to accommodate for new installation, as necessary.

I. Electrical:

1. Disconnect and remove existing lighting, switching, receptacles, HVAC connections, telecommunication outlets and associated wiring, branch circuiting and conduit.

2. The proposed design includes new LED lighting, lighting controls (low voltage switching, occupancy sensors), receptacles, HVAC connections, empty conduit for telecommunication outlets, CAT 6e telecommunication cabling, branch circuiting and conduit. Dedicated circuits will be provided in the kitchenette for equipment.

3. A 4" empty conduit with inner duct will be provided from the existing communication demarcation point to the new telecommunication closet in the Break Room.

5. Office Area, Directors Office, and Conference Room

A. Doors and Hardware

1. Replace doors and hardware per schedule.

2. New weather-stripping and caulking at storefront exterior and interior entry.

B. Finishes:

1. New acoustic ceiling tile, grid to remain approximately (4,500) SF.

2. Paint walls

3. Chair rail in conference room will remain.

4. Flooring:

a. New VCT and vinyl base in office area approximately (4,500) SF

b. New carpet and base in conference room and director’s office (660) SF

c. Kardex filing system to remain new flooring to be installed around the unit.

C. Furnishings:

1. Office furniture and equipment to be removed and replaced by LEAD.

2. New window treatment at entry

a. Rubber 3-1/2” vertical blinds with one-way wand control

D. HVAC:

Due to the ceilings being replaced in this area, all existing supply diffusers and return registers are to be removed, cleaned, and reinstalled.

E. Plumbing/Sprinkler System:

A. No work

F. Electrical:

1. Disconnect and remove existing lighting, switching and associated branch circuiting and conduit.

2. The proposed design includes new LED lighting, lighting controls (low voltage switching, occupancy sensors), branch circuiting and conduit.

6. High Bay Office Area-120, 121, 122, 123 and 201

A. Miscellaneous Metals

1. New reconfigured metal stairs to mezzanine

2. New handrail at stairs and mezzanine

3. New fencing/mesh partition at mezzanine 201 (Refer to plan A603)

B. Doors and Hardware:

1. Replace existing doors and Hardware with new.

2. Remove existing concrete curb at door going from office to storage, install new door to fill opening or lower door head.

C. Install new walls: (Refer to plan A001, A603 and A722)

1. Entry to 120 partition type A3

2. Full height separation wall between 120 and 122

D. Finishes:

1. New 2x4 suspended ceiling system 120 and 121 (800 SF)

2. Walls to be painted.

3. Exposed ceiling and deck to be painted, approximately (1,850) SF

4. Parts and Maintenance Office: New VCT flooring and rubber base

Approximately (1,092) SF

E. HVAC:

1. Disconnect and remove existing gas fired unit heaters, split system air conditioning units and through the wall air handling units and turn them over to LEAD. Disconnect and remove existing exhaust fan and roof mounted outside air intake all associated ductwork, registers, hangers and wiring in their entirety and cap openings above roof.

2. The proposed design includes a new rooftop air handling unit, which will provide heating, cooling, and ventilation air to the High Bay Office Area.

The unit will be located on the roof and will be provided with a supply fan, merv 8 and merv 13 filters, a natural gas fired furnace, air-cooled condensing unit, air side economizer, and barometric relief. The unit will be a single zone variable volume unit. A smoke detector will be provided in the ductwork and wired to the fire alarm system to shut down the unit if products of combustion are detected in the air stream. Ductwork shall be round or rectangular galvanized and constructed to the latest SMACNA construction standards. All supply ductwork shall be insulated and concealed above the ceiling. Diffusers and registers shall be painted steel and of modular design to fit the lay-in ceiling system. Ceiling mounted return air registers and galvanized ductwork will be installed to return the air back to the unit.

F. Plumbing/Sprinkler System

1. No plumbing work in this area.

2. Disconnect and remove existing sprinkler heads and associated piping as necessary for renovation.

3. Provide new sprinkler heads, contractor shall modify existing fire protection piping to accommodate for new installation, as necessary.

G. Electrical:

branch circuiting and conduit.

2. The proposed design includes new LED lighting, lighting controls (low voltage switching, occupancy sensors), branch circuiting and conduit.

3. LEAD will need to relocate the existing main telecommunication cabinet location in Tools & Parts Room to accommodate new stairs from Mezzanine.

7. Mechanical Room

A. Architectural:

1. Provide (1) new 8’x10’ Overhead doors in existing openings.

2. Fill in (1) existing 8x10 opening with CMU and brick to match existing.

3. Patch and repair plaster ceiling, paint walls, doors, and frames.

4. Remove existing unused concrete equipment pads.

B. HVAC:

1. The proposed design includes the removal of all abandoned steam unit heaters, supply and return piping and all associated insulation, hangers and supports.

2. A new roof mounted outside air intake GRV with motor operated damper and roof mounted exhaust fan will be installed to provide general ventilation and heat removal. The exhaust fan shall be equipped with a line voltage, wall mounted, thermostat and a hand on auto switch with timed override to allow the exhaust fan to be used in a manual mode.

C. Plumbing/Sprinkler System

1. Provide new domestic water heaters, existing domestic water piping to water heaters to remain, accommodate for new installation, as necessary.

Gas and water piping that is abandon in place, to be disconnected and capped.

2. No sprinkler work in this area.

D. Electrical:

branch circuiting and conduit.

2. The proposed design includes new LED lighting, line voltage switching, branch circuiting and conduit.

8. Automatic Temperature Controls

A. Architectural NA

B. HVAC

1. The existing Distech EC-BOS-6 building controller will be replaced with a new EC-BOS-8, or newer, controller. A manufacturer supplied, DDC control system will be provided to control and monitor each new HVAC system. All new controls shall be standalone with a Niagara framework system using Bacnet controllers for future connection to the existing central N4 Niagara server located in building 10. All new DDC controls shall be capable of seamlessly integrating with the existing campus wide Niagra Jace system.

C. Electrical NA

9. Commissioning

A. Architectural NA

B. HVAC

1. All new HVAC equipment and controls shall be commissioned as part of this project. (Refer to the Design Phase Cx Plan)

2. Solar wall integration with Gas Fired Infrared Radiant Heat

3. Rooftop Units

4. Rooftop Energy Recovery Units

5. Automatic Temperature Controls

C. Plumbing

1. Domestic water heaters, pumps, and controls

2. Water-saving plumbing fixtures for restroom and shower upgrades.

D. Electrical

1. New Main Breaker and Transformer

2. Standby Generator and Standby Power System (Pull the Plug Test)

3. Lighting and lighting controls for Administration Area, Mechanical Room and Breakroom.

10. Roof Replacement: per approved modification

A. Architectural:

1. Remove exiting roof membrane and insulation, replace with new white

PVC and (2) layers totaling R-30 insulation.

2. Roof Warranty for 20 years

3. Remove existing walkway pads replace with new

4. Fall Protection safety railing system type around entire roof perimeter.

Type and attachment TBD. A ballasted roof curb and equipment pad system was suggested to avoid roof penetrations.

5. Patch roof as required for new penetrations and removal of equipment (refer to plan)

6. Paint existing roof ladders at Wash Bay, High Bay to Office and over Mechanical Room.

B. Structural

1. Remove all abandoned roof top equipment, patch opening with new metal deck (Refer to plans A401, A402, A403 and A404 for locations)

C. Plumbing:

1. Disconnect and remove existing roof drains and any plumbing piping penetrations that are not used.

2. Disconnect gas piping from roof top units and alter gas piping on roof, as necessary.

3. Provide new roof drains, contractor shall modify existing storm piping to accommodate for new installation, as necessary.

4. Provide new gas piping to roof top units and replace gas piping on roof, as necessary.

5. No sprinkler work in this area.

11. Environmental (Hazardous Material Remediation)

(Refer to new report dated April 1, 2020) USA perform additional testing under the contract modifications. The following areas will require remediation:

A. ACM Floor Tile (VAT) and Mastic

1. Breakroom approximately: (1,176) SF

2. General Office Area-A: Approximately (2,511) SF

3. Directors Office: Approximately (313) SF

4. Conference Room: Approximately (276) SF

B. Pipe Mastic

1. None found.

C. Ceiling Plaster

1. Wash Bay: Approximately (4,880) SF D. Lead Paint

1. All work is to be performed with the assumption that some painted surfaces are lead containing. Each Prime Contractor is responsible for following all required OSHA 1926.62 “Lead in Construction” standards when disturbing or impacting these painted surfaces during the renovations, including but not limited to activities such as: cutting, patching, core drilling, anchoring, fastening, air cleaning etc. These areas shall be visually clean upon completion of any of these activities.

a. Action Plan: Contractor shall submit an Action Plan to the contracting officer that conforms with OSHA guidelines which specifically outlines details of means and methods to be used for each dust-generating activity involving lead-painted surfaces.

b. Contractors shall ensure areas beyond work areas are not contaminated, and provide protective measures as needed.

Letterkenny Renovations to Building 320 23 July 2021

(a) (b) (c) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

Line

Acti vity

Transm ittal #

Specification Section

SD

# Submittal Description Item Submitted Paragraph #

Classification:

GOVT or A/E

Reviewer Submit

Approval Needed

By

Material Needed

By Action Code

Date Of Action

Date FWD to APPR / Auth

Date RCD From

CONTR

Date FWD To Other Revwr

Date RCD From Other Reviewer

Action Code

Date Of Action

Mailed To CONTR/ Date

RCD From

APPR

Authority Remarks

1 01 11 00 1 Preconstruction Submittals Salvage Plan 1.8 G RO

2 01 14 00 1 Preconstruction Submittals List of Contact Personnel 1.4.1.1 G AE

3 01 30 00 1 Preconstruction Submittals View Location Map 1.3 G RO

4 01 30 00 1 Preconstruction Submittals Progress and Completion Pictures 1.4 G RO

5 01 32 01.00 10 1 Preconstruction Submittals Project Scheduler Qualifications 1.3 G RO

6 01 32 01.00 10 1 Preconstruction Submittals Preliminary Project Schedule 3.4.1 G RO

7 01 32 01.00 10 1 Preconstruction Submittals Initial Project Schedule 3.4.2 G RO

8 01 32 01.00 10 1 Preconstruction Submittals Periodic Schedule Update 3.6.2 G RO

9 01 33 00 1 Preconstruction Submittals Submittal Register 1.8 G RO

10 01 35 26 1 Preconstruction Submittals Accident Prevention Plan (APP) 1.7 G RO

11 01 35 26 6 Test Reports Monthly Exposure Reports 1.4

12 01 35 26 6 Test Reports Notifications and Reports 1.12

13 01 35 26 6 Test Reports Accident Reports 1.12.2 G RO

14 01 35 26 6 Test Reports LHE Inspection Reports 1.12.3

15 01 35 26 7 Certificates Crane Operators/Riggers 1.6.1.4

16 01 35 26 7 Certificates Standard Lift Plan 1.7.2.2 G RO

17 01 35 26 7 Certificates Critical Lift Plan 1.7.2.3 G RO

18 01 35 26 7 Certificates Activity Hazard Analysis (AHA) 1.8

19 01 35 26 7 Certificates Confined Space Entry Permit 1.9.1

20 01 35 26 7 Certificates Hot Work Permit 1.9.1

21 01 35 26 7 Certificates Acm Removal Permit 1.9.1

22 01 45 00.00 10 1 Preconstruction Submittals Contractor Quality Control (CQC) Plan 3.2 G AE

23 01 45 00.00 10 6 Test Reports Verification Statement 3.9.2

24 01 45 35 1 Preconstruction Submittals Written Practices 3.1.2

25 01 45 35 1 Preconstruction Submittals NDT Procedures and Equipment Calibration Records

3.1.2

26 01 45 35 6 Test Reports Daily Reports 3.1.2

27 01 45 35 6 Test Reports Daily Reports 3.1.2

28 01 45 35 6 Test Reports Biweekly Reports 3.1.1

29 01 45 35 7 Certificates Fabrication Plant 2.1

30 01 45 35 7 Certificates Steel Truss Plant 2.1

31 01 45 35 7 Certificates Wood Truss Plant 2.1

32 01 45 35 7 Certificates AC472 Accreditation 2.1

33 01 45 35 7 Certificates Steel Joist Institute Membership 2.1

34 01 45 35 7 Certificates Certified Plant 2.1

35 01 45 35 7 Certificates Certificate of Compliance 2.1

36 01 45 35 7 Certificates Special Inspector of Record 1.5.17 G RO

37 01 45 35 7 Certificates Special Inspector 1.5 G RO

38 01 45 35 7 Certificates Qualification Records 3.1.2

39 01 45 35 11 Closeout Submittals Interim Final Report 3.1.2

40 01 45 35 11 Closeout Submittals Comprehensive Final Report 3.1.2 G AE

41 01 50 00 1 Preconstruction Submittals Construction Site Plan 1.3 G AE

42 01 50 00 1 Preconstruction Submittals Traffic Control Plan 3.4.1 G RO

43 01 50 00 1 Preconstruction Submittals Haul Road Plan 2.2.1 G RO

(d)

CONTRACTOR

ACTION

CONTRACTOR SCHEDULE

DATES

APPROVING AUTHORITY

TITLE: Letterkenny Renovations to Building 320

SUBMITTAL REGISTER

JOB NAME:

LOCATION:

CONTRACT NO:

CONTRACTOR:

(a) (b) (c) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)(d)

CONTRACTOR

ACTION

CONTRACTOR SCHEDULE

DATES

APPROVING AUTHORITY

44 01 57 19 1 Preconstruction Submittals Preconstruction Survey 1.5.1

45 01 57 19 1 Preconstruction Submittals Solid Waste Management Permit 1.1 G RO

46 01 57 19 1 Preconstruction Submittals Regulatory Notifications 1.5.2 G RO

47 01 57 19 1 Preconstruction Submittals Environmental Protection Plan 1.6 G RO

48 01 57 19 1 Preconstruction Submittals Stormwater Notice of Intent 3.1.1.2 G RO

49 01 57 19 1 Preconstruction Submittals Dirt and Dust Control Plan 1.6.9.1 G RO

50 01 57 19 1 Preconstruction Submittals Employee Training Records 1.5.5 G RO

51 01 57 19 1 Preconstruction Submittals Environmental Manager Qualifications 1.5.4 G RO

52 01 57 19 6 Test Reports Laboratory Analysis 3.5.1.1.2

53 01 57 19 6 Test Reports Inspection Reports 3.1.1.3

54 01 57 19 6 Test Reports Solid Waste Management Report 3.5.2.1 G RO

55 01 57 19 7 Certificates Employee Training Records 1.5.5 G RO

56 01 57 19 7 Certificates Certificate of Competency 1.5.5.1

57 01 57 19 11 Closeout Submittals Stormwater Pollution Prevention Plan Compliance Notebook

3.1.1.4 G RO

58 01 57 19 11 Closeout Submittals Stormwater Notice of Termination 3.1.1.5 G RO

59 01 57 19 11 Closeout Submittals Waste Determination Documentation 3.5.1 G RO

60 01 57 19 11 Closeout Submittals Disposal Documentation for Hazardous and Regulated Waste

3.5.3.5 G RO

61 01 57 19 11 Closeout Submittals Assembled Employee Training Records 1.5.5 G RO

62 01 57 19 11 Closeout Submittals Solid Waste Management Permit 1.1 G RO

63 01 57 19 11 Closeout Submittals Solid Waste Management Report 3.5.2.1 G RO

64 01 57 19 11 Closeout Submittals Hazardous Waste/Debris Management 3.5.3.1 G RO

65 01 57 19 11 Closeout Submittals Regulatory Notifications 1.5.2 G RO

66 01 57 19 11 Closeout Submittals Sales Documentation 3.5.2.1 G RO

67 01 57 19 11 Closeout Submittals Contractor Certification 3.5.2.1

68 01 74 19 1 Preconstruction Submittals Construction Waste Management Plan 1.7 G RO

69 01 74 19 6 Test Reports Quarterly Reports 1.9.2

70 01 74 19 6 Test Reports Annual Report 1.9.3

71 01 74 19 11 Closeout Submittals Final Construction Waste Diversion Report

1.1 G RO

72 01 78 00 3 Product Data Warranty Management Plan 1.7.1

73 01 78 00 3 Product Data Warranty Tags 1.7.5

74 01 78 00 3 Product Data Spare Parts Data 1.5

75 01 78 00 8 Manufacturer's Instructions Instructions 1.7.1

76 01 78 00 10 Operation and Maintenance Data Operation and Maintenance Manuals 3.7 G AE

77 01 78 00 11 Closeout Submittals As-Built Drawings 3.1 G AE

78 01 78 00 11 Closeout Submittals Record Drawings 3.3 G AE

79 01 78 00 11 Closeout Submittals As-Built Record of Equipment and Materials

1.7.1

80 01 78 00 11 Closeout Submittals As-Built Record of Equipment and Materials

3.6

81 01 78 00 11 Closeout Submittals Final Approved Shop Drawings 3.4

82 01 78 00 11 Closeout Submittals Construction Contract Specifications 3.5

83 01 78 00 11 Closeout Submittals Certification of EPA Designated Items 2.3 G RO

84 01 78 00 11 Closeout Submittals Certification Of USDA Designated Items 2.4 G RO

85 01 78 00 11 Closeout Submittals Interim DD FORM 1354 3.9 G AE

86 01 78 00 11 Closeout Submittals Checklist for DD FORM 1354 3.9 G AE

87 01 78 23 10 Operation and Maintenance Data O&M Database 1.4 G RO

CONTRACTOR

ACTION

CONTRACTOR SCHEDULE

DATES

APPROVING AUTHORITY

88 01 78 23 10 Operation and Maintenance Data Training Plan 3.1.1 G RO

89 01 78 23 10 Operation and Maintenance Data Training Outline 3.1.3 G RO

90 01 78 23 10 Operation and Maintenance Data Training Content 3.1.2 G RO

91 01 78 23 11 Closeout Submittals Training Video Recording 3.1.4 G RO

92 01 78 23 11 Closeout Submittals Validation of Training Completion 3.1.6 G RO

93 01 78 24.00 10 1 Preconstruction Submittals Facility Data Project Execution Plan 1.5.1

94 01 78 24.00 10 5 Design Data Facility Data Workbook, Design 3.4 G AE

95 01 78 24.00 10 5 Design Data Facility Document Set, Design 3.1 G AE

96 01 78 24.00 10 10 Operation and Maintenance Data Facility Data Workbook, Construction Progress

3.2 G AE

97 01 78 24.00 10 10 Operation and Maintenance Data Facility Document Set, Construction Progress

3.2 G AE

98 01 78 24.00 10 11 Closeout Submittals Facility Data Workbook, Construction Final

3.3 G AE

99 01 78 24.00 10 11 Closeout Submittals Facility Document Set, Construction Final 1.5.3 G AE

100 01 78 24.00 10 11 Closeout Submittals Facility Document Set, Construction Final 3.3 G AE

101 01 91 00.15 10 1 Preconstruction Submittals Commissioning Firm 1.7 G DO

102 01 91 00.15 10 1 Preconstruction Submittals Lead Commissioning Specialist 1.7.1 G DO

103 01 91 00.15 10 1 Preconstruction Submittals Commissioning Firm's Contract 1.7 G DO

104 01 91 00.15 10 6 Test Reports Design Review Report 3.1.3 G DO

105 01 91 00.15 10 6 Test Reports Interim Construction Phase Commissioning Plan

3.1.2.1 G DO

106 01 91 00.15 10 6 Test Reports Final Construction Phase Commissioning Plan

3.1.2.2 G DO

107 01 91 00.15 10 6 Test Reports Pre-Functional Checklists 3.1.5.2 G DO

108 01 91 00.15 10 6 Test Reports Issues Log 1.8

109 01 91 00.15 10 6 Test Reports Commissioning Report 3.2 G DO

110 01 91 00.15 10 6 Test Reports Post-Construction Trend Log Report 3.3.1 G DO

111 01 91 00.15 10 7 Certificates Certificate of Readiness 1.9 G DO

112 01 91 00.15 10 10 Operation and Maintenance Data Training Plan 3.1.6 G RO

113 01 91 00.15 10 10 Operation and Maintenance Data Training Attendance Rosters 3.1.6 G RO

114 01 91 00.15 10 10 Operation and Maintenance Data Systems Manual 3.1.7 G DO

115 01 91 00.15 10 10 Operation and Maintenance Data Maintenance and Service Life Plans 3.1.8 G DO

116 01 91 00.15 10 11 Closeout Submittals Final Commissioning Report 3.2 S DO

117 01 91 00.15 10 11 Closeout Submittals Final Construction Phase Commissioning Plan

3.1.2.2 S RO

118 02 41 00 1 Preconstruction Submittals Deconstruction Plan 1.2.2 G RO

119 02 41 00 1 Preconstruction Submittals Existing Conditions 1.9

120 02 41 00 11 Closeout Submittals Receipts 3.2.3

121 02 82 00 3 Product Data Amended Water 1.2.2 G RO

122 02 82 00 3 Product Data Safety Data Sheets (SDS) for All Materials

1.3.9 G RO

123 02 82 00 3 Product Data Encapsulants 2.1 G RO

124 02 82 00 3 Product Data Respirators 3.1.2.1 G RO

125 02 82 00 3 Product Data Local Exhaust Equipment 3.1.7 G RO

126 02 82 00 3 Product Data Pressure Differential Automatic Recording Instrument

3.1.7 G RO

127 02 82 00 3 Product Data Vacuums 3.1.8 G RO

128 02 82 00 3 Product Data Glovebags 3.1.10 G RO

129 02 82 00 6 Test Reports Air Sampling Results 1.5.5 G RO

130 02 82 00 6 Test Reports Pressure Differential Recordings for Local Exhaust System

1.5.6 G RO

CONTRACTOR

ACTION

CONTRACTOR SCHEDULE

DATES

APPROVING AUTHORITY

131 02 82 00 6 Test Reports Clearance Sampling 3.2.12.5 G RO

132 02 82 00 6 Test Reports Asbestos Disposal Quantity Report 3.3.3.2 G RO

133 02 82 00 7 Certificates Employee Training 1.3.4 G RO

134 02 82 00 7 Certificates Notifications 1.3.5 G RO

135 02 82 00 7 Certificates Respiratory Protection Program 1.3.7 G RO

136 02 82 00 7 Certificates Asbestos Hazard Abatement Plan 1.3.10 G RO

137 02 82 00 7 Certificates Testing Laboratory 1.3.11 G RO

138 02 82 00 7 Certificates Landfill Approval 1.3.12 G RO

139 02 82 00 7 Certificates Delivery Tickets 1.3.12 G RO

140 02 82 00 7 Certificates Waste Shipment Records 1.3.12 G RO

141 02 82 00 7 Certificates Transporter Certification 1.3.13 G RO

142 02 82 00 7 Certificates Medical Certification 1.3.14 G RO

143 02 82 00 7 Certificates Private Qualified Person Documentation 1.5.1 G RO

144 02 82 00 7 Certificates Competent Person 1.5.2 G RO

145 02 82 00 7 Certificates Worker's License 1.5.3 G RO

146 02 82 00 7 Certificates Contractor's License 1.5.4 G RO

147 02 82 00 7 Certificates Federal, State or Local Citations on Previous Projects

1.5.7 G RO

148 02 82 00 7 Certificates Encapsulants 2.1 G RO

149 02 82 00 7 Certificates Equipment Used to Contain Airborne Asbestos Fibers

3.1 G RO

150 02 82 00 7 Certificates Water Filtration Equipment 3.1.3.3 G RO

151 02 82 00 7 Certificates Vacuums 3.1.8 G RO

152 02 82 00 7 Certificates Ventilation Systems 3.1.8 G RO

153 02 82 00 11 Closeout Submittals Permits and Licenses 1.3.5 G RO

154 02 82 00 11 Closeout Submittals Notifications 1.3.5 G RO

155 02 82 00 11 Closeout Submittals Respirator Program Records 1.3.7.1 G RO

156 02 82 00 11 Closeout Submittals Rental Equipment 1.7.1 G RO

157 03 30 53 2 Shop Drawings Installation Drawings 1.4 G AE

158 03 30 53 3 Product Data Air-Entraining Admixture 2.2.3.1

159 03 30 53 3 Product Data Accelerating Admixture 2.2.3.2

160 03 30 53 3 Product Data Water-Reducing or Retarding Admixture 2.2.3.3

161 03 30 53 3 Product Data Curing Materials 2.2.11

162 03 30 53 3 Product Data Expansion Joint Filler Strips, Premolded 2.2.6

163 03 30 53 3 Product Data Joint Sealants - Field Molded Sealants 2.2.7

164 03 30 53 3 Product Data Waterstops 2.4.1

165 03 30 53 3 Product Data Chemical Floor Hardener 2.4.2

166 03 30 53 3 Product Data Batching and Mixing Equipment 3.1.4.3

167 03 30 53 3 Product Data Conveying and Placing Concrete 3.2

168 03 30 53 3 Product Data Formwork 2.2.8

169 03 30 53 3 Product Data Mix Design Data 2.3 G AE

170 03 30 53 3 Product Data Ready-Mix Concrete 2.3

171 03 30 53 3 Product Data Curing Compound 2.4.3

172 03 30 53 3 Product Data Mechanical Reinforcing Bar Connectors 2.2.5

173 03 30 53 6 Test Reports Aggregates 2.2.2

174 03 30 53 6 Test Reports Concrete Mixture Proportions 2.1.3 G AE

175 03 30 53 6 Test Reports Measurement of Floor Tolerances 3.3.3.2

176 03 30 53 6 Test Reports Compressive Strength Testing 3.9.3 G AE

177 03 30 53 6 Test Reports Slump 3.9.3 G AE

178 03 30 53 6 Test Reports Air Content 3.9.3

179 03 30 53 6 Test Reports Water 2.2.4

CONTRACTOR

ACTION

CONTRACTOR SCHEDULE

DATES

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180 03 30 53 7 Certificates Cementitious Materials 2.2.1

181 03 30 53 7 Certificates Pozzolan 2.2.1.2

182 03 30 53 7 Certificates Aggregates 2.2.2

183 03 30 53 7 Certificates Delivery Tickets 2.3

184 03 30 53 8 Manufacturer's Instructions Chemical Floor Hardener 2.4.2

185 03 30 53 8 Manufacturer's Instructions Curing Compound 2.4.3

186 05 05 23.16 1 Preconstruction Submittals Welding Quality Assurance Plan 3.2 G AE

187 05 05 23.16 3 Product Data Welding Procedure Qualifications 1.3 G AE

188 05 05 23.16 3 Product Data Welder, Welding Operator, and Tacker Qualification

1.3.4

189 05 05 23.16 3 Product Data Previous Qualifications 1.3.2

190 05 05 23.16 3 Product Data Pre-Qualified Procedures 1.3.3 G AE

191 05 05 23.16 3 Product Data Welding Electrodes and Rods 2.2

192 05 05 23.16 6 Test Reports Nondestructive Testing 3.3

193 05 05 23.16 6 Test Reports Weld Inspection Log 3.2

194 05 05 23.16 7 Certificates Certified Welding Procedure Specifications (WPS)

1.3.1

195 05 05 23.16 7 Certificates Certified Brazing Procedure Specifications (BPS)

1.3.1

196 05 05 23.16 7 Certificates Certified Procedure Qualification Records

(PQR)

1.3.1

197 05 05 23.16 7 Certificates Certified Welder Performance Qualifications (WPQ)

1.3.1

198 05 05 23.16 7 Certificates Certified Brazer Performance Qualifications (BPQ)

1.3.1

199 05 05 23.16 7 Certificates Certified Welding Inspector 1.3.5

200 05 05 23.16 7 Certificates Nondestructive Testing Personnel 1.3.5

201 05 12 00 1 Preconstruction Submittals Erection and Erection Bracing Drawings 1.5.1.1 G AE

202 05 12 00 2 Shop Drawings Fabrication Drawings 1.5.2 G AE

203 05 12 00 3 Product Data Shop Primer 2.6.2

204 05 12 00 3 Product Data Welding Electrodes and Rods 2.4.1

205 05 12 00 3 Product Data Direct Tension Indicator Washers 3.7.2

206 05 12 00 3 Product Data Non-Shrink Grout 2.4.2

207 05 12 00 3 Product Data Recycled Content for Structural Steel 2.2.1 S RO

208 05 12 00 3 Product Data Recycled Content for Structural Steel Tubing

2.2.2 S RO

209 05 12 00 3 Product Data Recycled Content for Steel Pipe 2.2.3 S RO

210 05 12 00 5 Design Data Design Calculations for Steel Connections

1.5.3 G AE

211 05 12 00 5 Design Data Shoring and Temporary Bracing 1.5.2 G AE

212 05 12 00 6 Test Reports Class B Coating 2.6.2

213 05 12 00 6 Test Reports Bolts, Nuts, and Washers 2.3

214 05 12 00 6 Test Reports Weld Inspection Reports 3.7.1.2

215 05 12 00 6 Test Reports Direct Tension Indicator Washer Inspection Reports

3.7.2.1

216 05 12 00 6 Test Reports Bolt Testing Reports 3.7.3.1

217 05 12 00 6 Test Reports Embrittlement Test Reports 3.7.4

218 05 12 00 7 Certificates Steel 2.2

219 05 12 00 7 Certificates Bolts, Nuts, and Washers 2.3

220 05 12 00 7 Certificates Galvanizing 2.5

221 05 12 00 7 Certificates AISC Structural Steel Fabricator Quality Certification

1.3

222 05 12 00 7 Certificates AISC Structural Steel Erector Quality Certification

1.3

223 05 12 00 7 Certificates Welding Procedures and Qualifications 1.5.4.1

224 05 12 00 7 Certificates Certified Welding Inspector 3.7.1.1

225 05 12 00 7 Certificates NDT Technician 3.7.1.2

CONTRACTOR

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226 05 12 00 7 Certificates Welding Procedure Specifications (WPS) 3.4

227 05 50 13 2 Shop Drawings Structural Steel Door Frames 2.6 G AE

228 05 50 13 2 Shop Drawings Floor Gratings 2.3 G AE

229 05 50 13 2 Shop Drawings Bollards/Pipe Guards 2.4 G AE

230…