ATTACHMENT_2_-PRS__-_094I4J_Repair_Chapel_Wiring_For_Construction.pdf

Performance Requirement Summary (PRS)

Repair Chapel Wiring

Statements Standards/AQLs Incentive/Remedy

3.1 Chapel a) As described in

sections 3.1.1 to 3.1.15.7 AQL: 100% Compliance.

3.1.1 In the utility room provide a new

70 amp, double pole breaker in panel 6-A to replace existing 60 amp breaker to power new distribution panel to be placed in the chapel.

3.1.2 Use existing number 6 AWG

wiring from panelboard 6-A, see drawing E-101, to new distribution panelboard to be mounted on north wall of the chapel.

3.1.3 Provide new 70 amp, 12-space, 120/208-volt, 1 phase, 60 Hz panelboard, with main breaker and cover, to replace existing panelboard on north wall.

3.1.4 Remove and save paneling in

Chapel as needed. Run new conduit and replace visible conduit behind existing furred out wall so as to remain hidden from view. At the completion of the project, replace paneling and return wall to original condition.

3.1.5 Remove carpeting, see AD-101

for details, to allow saw cutting of concrete floor.

3.1.6 Saw-cut two trenches, see AD-

101 for details (12” W x12” D), in floor to provide power from new panelboard to new floor outlets and for installing conduit to run communication cable from audio control area to east utility tunnel.

3.1.7 Run 1" PVC conduit from new

panelboard through saw-cut trench to a 2 (two) gang electrical floor box.

3.1.7.1 Provide separate circuits to each

duplex receptacle.

3.1.7.2 Provide a brass plate cover for

the receptacle box and place box so that the cover is flat and level with the floor after carpet is installed so as to prevent any tripping hazard.

3.1.8 Provide a 12”x12" PVC junction

box to be mounted in the floor for communication.

3.1.8.1 Mount box at the junction point of

the two trenches to allow for the 2-1/2" conduit installed in both trenches to be connected to the box.

3.1.8.2 Provide a 14”x14" brass cover

for the box and place box so that the cover is flat and level with the floor after carpet is installed so as to prevent a tripping hazard.

Modify cover to allow for penetration of multiple communication points from the control center to other parts of the chapel.

3.1.9 From the 12”x12" PVC box

provide 2-1/2" to be placed in the north-south trench to the north wall, see E-101 for details, to provide a connection path for communication cabling for multiple equipment. Also provide 2-1/2" PVC to be placed in the east-west trench as a connection path for existing multi-wire communication cable to be run from the control area through the conduit into the access tunnel, along the access tunnel south to be fed through an access point by the altar area to existing equipment.

3.1.10 Provide means of connection for

communication from audio control to altar.

3.1.11 Provide means of communication

from control table to north mounted projector.

3.1.12 Provide new conduit from new

distribution center to provide power to the south overhead projector, sound system, and south projection screen.

Remove old wiring consisting of SO cable and extension cords.

Provide new grounded receptacles and new grounded cord/plug sets to connect equipment to newly supplied power.

3.1.13 Provide new conduit for

automatic shade operators on windows, run behind the wall and rewire to timers internally.

Remove existing SO cord connectors.

3.1.14 Upon completion of conduit and

box installation, backfill the trenches with sand, compacted to a level of the bottom of existing concrete. Provide rebar doweled into existing concrete to provide support for new concrete and fill and level new concrete in trenches to existing floor. See A- 101 for details.

a) Compacted fill sand.

AQL: 100 % compliance.

3.1.14.1 Provide adequate load bearing

capacity.

a) Load capacity of 1500

PSF.

3.1.14.2 Concrete shall be ready-mix

concrete conforming to ASTM C150, Type IIA.

3.1.14.3 The maximum nominal size

coarse aggregate is 3/4 inch, in accordance with ACI MCP SET Part 3.

a) ACI MCP SET Part 3.

3.1.14.4 The air content shall be between

4.5 and 7.5 percent with slump between 2 and 5 inches.

3.1.14.5 The maximum water cement

ratio is 0.50.

3.1.14.6 Calcium Chloride shall not be

used.

3.1.14.7 The concrete mix design, including Accelerating Admixture, shall be submitted for Government review.

3.1.14.8 Finishing concrete shall be in

conformance with the following requirements:

3.1.14.8.1 In compliance with ACI 318.

3.1.14.8.2 Remove all fins and loose

materials, and surface defects including filling of tie holes.

Repair all honeycomb areas and other defects. Remove all unsound concrete from areas to be repaired.

3.1.14.8.3 Concrete shall be flush and even

with existing floor level.

3.1.14.9 Curing and Protection of

concrete shall be in conformance with the following requirements:

3.1.14.9.1 Provide curing compound

conforming to ASTM C 309.

a) ASTM C 309.

3.1.14.9.2 Ensure concrete is protected

from Hot and/or Cold weather per ACI 318.

a) ACI 318.

3.1.14.10 Before placing concrete, verify

that all conduit and embedded items are firmly and securely fastened in place. Provide conduit and embedded items free of oil and other foreign matter, such as loose coatings of rust, paint and scale. Embedding of wood in concrete is permitted only when specifically authorized or directed.

3.1.14.11 Contractor will send a mix design

for Government approval.

Provide three (3) cylinders for strength tests. Test concrete for compressive strength at 7 and 28 days for each design mix.

Concrete test specimens shall conform to ASTM C 31. Perform Compressive strength testing conforming to ASTM C 39. Test a minimum of one cylinder on day seven and one on day 28 and maintain the last cylinder as a reserve.

a) ACI 318 5.6.1.3

3.1.14.12 Upon testing the concrete the

following procedures shall be adhered to:

3.1.14.12.1 Ensure that the concrete is

properly consolidated, finished, protected, and cured.

3.1.14.12.2 Report the results of all tests and

inspections conducted at the project site. Submit test and inspection reports within 3 days of conducting the inspection or receiving the test results.

a) ACI 318.

3.1.15 Provide new carpeting to replace

existing throughout the chapel area.

a) As described in sections 3.1.15.1 to 3.1.15.7 AQL: Meet or exceed.

3.1.15.1 The type of carpet shall be

broadloom with a cut and loop pile type.

3.1.15.2 The gauge or pitch shall have a

minimum of 1/12” in accordance with ASTM D5793.

a) ASTM D5793.

AQL: 100% compliance.

3.1.15.3 The minimum stitches or

rows/wire shall be 47 per every 10 square centimeters.

3.1.15.4 The surface pile weight shall

have a minimum of 28.5 ounces per square yard. This does not include weight of backings.

Determine weight IAW ASTM D5848.

a) ASTM D5848.

AQL: 100% Compliance.

3.1.15.5 The carpet shall be solution

dyed.

3.1.15.6 The backing material shall be

unibond plus.

3.1.15.7 Provide static control to

permanently regulate static buildup to less than 3.5 kV when tested at 20 percent relative humidity and 21 degrees C IAW

AATCC 134.

a) AATCC 134.

3.1.15.8 Carpet Installation to be within

CRI104 installation standards.

a) CRI104 AQL: 100% Compliance

3.1.15.9 Retain existing doorway

thresholds at all doorways affected by new carpeting. Re-install existing thresholds after installation of new carpeting.

3.1.15.10 Provide new base moldings in all

areas receiving new carpet. Base moldings style to match existing in adjacent areas.

3.1.15.11 Floor preparation for carpet shall

be IAW the following:

3.1.15.11.1 Preparation: do not install carpet

on surfaces that are unsuitable and/or prevent proper installation. Carpet installation will be over a carpet cushion that meets minimum density of 22 lbs per cubic foot (recycled pad must meet this criterion). Prepare floor surface IAW carpet manufacturer requirements. Repair holes, cracks, depressions, or rough areas using material recommended by the cushion or adhesive manufacture. Level off surface, free floor of any foreign materials and sweep clean.

Before beginning work, test subfloor with glue and cushion to determine "open time" and bond.

3.1.15.11.2 Concrete primer: use concrete

primer IAW requirements of the carpet cushion manufacturer and/or adhesive selected.

3.1.15.11.3 Deliver carpet system materials

to the site in the manufacturer's original wrappings and packages clearly labeled with the manufacturer's name, brand name, size, dye lot number, and related information.

3.1.15.11.4 Provide extra carpeting material

from same dye lot consisting of 10% of the total square footage of installed carpet for future maintenance.

3.1.15.11.5 Furnish first quality carpet, free

of visual blemished, streaks, poorly dyed areas, fuzzing of pile yarn, spots or stains, and other physical and manufacturing defects.

3.1.15.11.6 Provide the CRI indoor air quality

(IAQ) label.

3.1.15.11.7 Carpet type bearing the label will

indicate that carpet has been tested and meets the criteria of the CRI Green Label

a) CRI Green Label requirements for the IAQ Test Criteria.

3.1.15.11.8 Perform all work by installers

who are international certified floor covering installer association (CFI) certified or manufacturer-approved installers.

3.1.15.11.9 Conduct installation IAW the

manufacturer's printed instructions. Where manufacturer does not provide instructions, installation shall be IAW CRI 104.

a) Instructions or CRI

Statements Standards/AQLs Incentive/Remedy

3.2 Meeting Rooms a) As described in

sections 3.2.1 to 3.2.7

3.2.1 Remove all existing wire mold.

3.2.2 Provide new round conduit IAW the

NEC to replace any existing wire mold which carries 120/208 volt power wiring.

3.2.3 Provide new wire mold for all

communication wiring. All cable shall be hidden through the use of raceways, elbows, couplings and tees. Provide to the government three

(3) samples of products to be used for approval prior to installation.

3.2.4 Remove all existing wiring for outlet

receptacles and wiring to lights.

Provide new wiring, IAW the NEC, and replace all receptacles with 20 amp grounded receptacles. Provide new GFCI (Ground Fault Circuit Interrupter) receptacles IAW the NEC.

3.2.5 Paint all existing conduit to match

existing wall color.

3.2.6 In the nursery provide tamper

resistance 20 Amp receptacles.

Statements Standards/AQLs Incentive/Remedy

3.3 Fire Protection a) As stated in

3.3.1 Have a certified fire engineer, IAW

UFC 3-600-01, design a:

3.3.1.1 In the kitchen provide a new

UL300A residential fire suppression system over the stove IAW NFPA 96 (current edition) listed that will:

3.3.1.1.1 Provide a shunt trip that upon a

high temperature incident will isolate input power to the stove and hood.

3.3.1.1.2 Provide an alarm output to a fire

control panel that will auto dial dispatch.

3.3.1.1.3 Provide a dry/wet chemical

extinguishing agent that is initiated by a high temperature (grease fire) as designated by current code and/or UFC 3-600-01 and a certified fire engineer.

3.3.1.2 Provide a new fire control panel by

the west entrance.

3.3.1.3 Provide pull switches at each

entrance.

3.3.1.4 Provide strobes and audible

alarms.

3.3.1.5 Provide all interconnections and

coordinate with the Network Enterprise Center (NEC) to complete auto dialer. Run all connections in prior approved wire mold.