Attachment3-SOW-W912C324R0003_GeneralRepairBldg509_20240628.pdf

Additional Repairs for SSMO Operations – Building 509

Section 00800 - Special Contract Requirements

STATEMENT OF WORK

DESIGN: Bldg. 509 Additional Repairs for Subsistence Supply Management Office (SSMO) Operations – Building 509

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

Section 00 01 15 List of Drawings Section 01 11 00 Summary of Work Section 01 20 00 00 20 Price and Payment Procedures Section 01 30 00 Administrative Requirements Section 01 32 16.00 20 Small Project Construction Progress Section 01 33 00 Submittal Procedures Section 01 35 26 Governmental Safety Requirements Section 01 42 00 Sources for Reference Publications SSMO Section 01 45 00.00 10 Quality Control Section 01 45 01 Contractor Quality Control Section 01 50 00 Temporary Construction Facilities Section 01 57 19 Temporary Environmental Controls Section 01 58 00 Project Identification Section 01 74 19 Construction Waste Management Section 01 78 00 Closeout Submittals Section 01 78 23 Operation and Maintenance Data

DIVISION 02 – EXISTING CONDITIONS

Section 02 41 00 Demolition Section 02 83 00 Lead Remediation

DIVISION 03 – CONCRETE

Section 03 30 53 Miscellaneous Cast-in-place Concrete

DIVISION 05 – METALS

Section 05 12 00 Structural Steel Section 05 40 00 Cold-Formed Metal Framing Section 05 50 15 Civil Works Fabrication

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

Section 07 92 00 Joint Sealants

DIVISION 08 – OPENINGS

Section 08 33 23 Overhead Cooling Doors

DIVISION 09 - FINISHES

Section 09 90 00 Paints and Coatings Section 09 97 23.17 Corrosion Inhibitor Coating of Concrete Surfaces

DIVISION 22 – Plumbing

Section 22 00 00 Plumbing, General Purpose Section 22 07 19.00 40 Plumbing Pipe Insulation aheisha.m.crooks Sticky Note Accepted set by aheisha.m.crooks aheisha.m.crooks Sticky Note Completed set by aheisha.m.crooks aheisha.m.crooks Sticky Note Accepted set by aheisha.m.crooks aheisha.m.crooks Sticky Note Marked set by aheisha.m.crooks

DIVISION 23 – HEATING, VENTILATION AND AIR CONDITIONING

Section 23 00 00 Air Supply, Distribution, Ventilation and Exhaust Systems Section 23 03 00.00 20 Basic Mechanical Materials and Methods Section 23 05 15 Common Piping for HVAC

Section 23 09 53.00 20 Space Temperature Control Systems

Section 23 23 00 Refrigerant Piping

DIVISION 26 – ELECTRICAL

Section 26 05 00.00 40 Common Work Results for Electrical.

Section 26 24 16.00 40 Panelboards Section 26 51 00 Interior Lighting

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 00 01 15 – LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This document lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps & Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET NO. DRAWING NO. TITLE

1 T-101 Title Sheet, Location, Site Maps and Index of Drawings

2 G-101 General Notes, Abbreviations, Legend

3 C-101 Existing/Demolition Works Floor Plan and Elevations

4 SI-101

New Loading Dock and Forklift Battery Charging Area Floor Plan Elevations

5 SI-102 New Plumbing Works Plan and Forklift Battery Charging Security Grille Elevations and Details

S-101

S-102

S-103

FP-101

New Loading Dock Concrete Works Plan and Sections

Loading Dock, Forklift Battery Charging Area-Metal Roof Plan, Elevation and Sections

Freezer and Cooler Floor Repair Works

Exterior Canopy’s Fire Protection System

FP-102

E-101

E-102

M-101

Sections 1, 2 and 3 Blow-Up, Legend and Notes

Electrical Demolition Works Plan

Electrical New Works Plan

New Mechanical Works Plan

14 M-102

Mechanical Details and Sections

1.3 REFERENCE DRAWINGS

The reference drawings are intended only to show the existing site condition. Drawings are property of the Government and shall not be used for any purpose other than that intended by the contract. Information on procuring these drawings may be obtained from the Contracting Officer. Half or full-size drawings may be inspected during regular working hours at the Engineering Division Office, Directorate of Public Works, Building #34, Fort Buchanan, PR.

SECTION 01 11 00 – SUMMARY OF WORK

08/15

1.1 SUBMITTALS

Government approval is required for submittals in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

PART 1- Project Description

WORK TO BE DONE

Provide labor, equipment, materials, insurances, supervision, incidentals and all necessary to perform the

Subsistence Supply Management Office (SSMO) at Building 509, Fort Buchanan, PR”.

Prospective Bidders

All prospective bidder’s area encourages to visit project site and familiarize with all conditions that might affect the work or cost thereof. Site visits are not mandatory but recommended. Contractor should take advantage of the visit to verify quantities, dimensions, details and notify in writing any omitted data or discrepancy with the drawings or scope of work.

Contractor should submit any questions related to any difference between the existing conditions and the illustrated in drawing for Government consideration. Responses would be provided via official amendment to the Solicitation.

Location

The work is located in South Terminal Road, Building 509 at Fort Buchanan, P.R. as shown on drawings.

OCCUPANCY OF PREMISES

Building will be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment.

Since the building will be occupied by the tenant, contractor shall begin with the exterior works, including loading dock works and battery charging station. The contractor shall also proceed with the purchase of materials to avoid long lead-times. Once exterior works are finished, contractor shall proceed with finishing all tasks related to the interior of the building. All works previously mentioned, shall be coordinated with the project Contracting Officer Representative.

1.2 REQUIRED WORK

All Architectural, Civil, Structural, Plumbing, Mechanical and Electrical trades shall be performed in accordance with all applicable Technical Organizations and Regulatory Agencies listed in Paragraph 1.4. Work shall also comply with US Army Corps of Engineers, Department of the Army, Environmental Protection Agency and PR Environmental Quality Board Standards and Regulations. The required work is in general described as follows:

1.2.1 Administrative

Safety and Environmental Works shall be performed in accordance with this SECTION 01 11 00, STATEMENT OF WORK and DIVISION 01, GENERAL REQUIREMENTS indicated in the TABLE OF CONTENTS:

SECTION 00 01 15, LIST OF DRAWINGS; SECTION 01 20 00 00 20 PRICE AND PAYMENT PROCEDURES;

SECTION 01 30 00 ADMINISTRATIVE REQUIREMENTS; SECTION 01 32 16.00 20, SMALL PROJECT

CONSTRUCTION PROGRESS SCHEDULES; SECTION 01 33 00, SUBMITTAL PROCEDURES; SECTION

01 35 26, GOVERNMENTAL SAFETY REQUIREMENTS; SECTION 01 42 00, SOURCES FOR REFERENCE PUBLICATIONS; SECTION 01 45 00.00 10, QUALITY CONTROL; SECTION 01 50 00, TEMPORARY

CONSTRUCTION FACILITIES AND CONTROLS; SECTION 01 58 00, PROJECT IDENTIFICATION;

SECTION 01 74 19, CONSTRUCTION WASTE MANAGEMENT; SECTION 01 78 00, CLOSEOUT

PROCEDURES; SECTION 01 78 23, OPERATION AND MAINTENANCE DATA.

1.2.2 WORKS TO BE DONE:

Contractor shall provide all labor, equipment, materials, insurances, supervision, incidentals, and everything necessary to make Additional Repairs for building 509 Subsistence Supply Management Office [SSMO] Operations and works indicated in related specifications sections and drawings “REPAIRS TO BUILDING 509 (SSMO) FOR ADDITIONAL CERTIFICATION REQUIREM,ENTS - DPW-2023-007” in accordance with attached Specifications in DIVISION 02, EXISTING CONDITIONS and indicated in the TABLE OF CONTENTS: SECTION 02 41 00, DEMOLITION.

The Contractor shall perform the following as indicated on drawings:

1.2.2.1 COOLER AND FREEZER FLOOR REPAIRS AND PALLETS RACK INSTALLATION:

1.2.2.1.1 Remove and store existing anchor bolts to be reused.

1.2.2.1.2 Remove and store existing steel ramps to be reused.

1.2.2.1.3 Remove top metal plates, including construction adhesive. Return metal plates to the government and keep the screw for use on the new plates’ installation.

1.2.2.1.4 Make core drills on existing floor system to install 4” and 1” diameter pipes. (See

Construction Drawing Sheet S-104 for core drill location and details).

1.2.2.1.5 Install 4” stainless steel and 1” diameter black steel pipes schedule 160 on the previously made core drill. Fill interior of pipes with insulation material. (See Construction Drawing Sheet S-104 for quantities, details, and layout).

1.2.2.1.6 Install new Stainless Steel 3/8” x 4’ x 10’ metal plates with diamond tread finish over existing floor. Apply heavy duty metal liquid bonding adhesive between new 3/8” S/S plates and existing floor. Apply food service silicone adhesive sealant at all floor steel plates joints, material shall be waterproof and low temperature resistant. (See Construction Drawing Sheet S-104).

1.2.2.1.7 Attaches the new steel plates with the screws previously removed. (See Construction Drawing, sheet S-104).

1.2.2.1.8 Install new black steel angle 5” x 5” x ¼” to the existing steel ramps and re-install it on the freezer and cooler entrances, contractor shall assure that the finish level of the ramp and the interior steel floor level are the same. (See Construction Drawing, sheet S-104).

1.2.2.1.9 Supply and Install 8 ea.- 4 pallet capacity rack systems inside the Cooler and freezer according with the layout showing on drawing sheet SI-101. The 4 pallets system Rack shall have capacity of 6,420 pounds with 108” w x 42” d x 144” h. System shall be equal or similar to Global Industrial Teardrop Pallet Rack System Model WB796616N. For rack floor base contractor shall include perform works on items “d” (4” DIA. Pipes) and “e” to reinforce floor under each base (8 x 4 = 32 ea.).

1.2.2.2 SINK ISTALLATION FOR VETERINARIAN PERSONAL:

1.2.2.2.1 Install veterinarian personal sink. (Government will provide SINK).

1.2.2.2.2 Provide and install commercial faucet with pre-rinse sprayer, 8” adjustable center wall mount with 12” swivel spout’ 36” height compartment sink, lead-free brass similar or equal to VEVOR Model 5805A-08.

1.2.2.2.3 Using existing potable water pipe, contractor shall provide two ¾” copper water pipes with two heavy duty angle valves, one for cool water and other for hot water. Hot water pipes shall include black rubber insulation for low thermal conductivity.

1.2.2.2.4 Provide and install sanitary sewer pipe to the sink in 2” sch. 40 PVC pipe from the existing 4” Clean Out sanitary sewer pipe. The existing concrete beam shall be extended to protect new exposed 2” PVC pipe. (See Construction Drawing, Sheet SI-102, Note II and III).

1.2.2.3 FOLK LIFT BATTERY CHARGING AREA FACILITIES:

1.2.2.3.1 Remove and dispose existing hollow metal door and frame, (return hardware to Government).

1.2.2.3.2 Demolition portion of the wall for 8’ x 8’ roll-up door opening and dispose debris. Contractor shall cut with saw-cut machine to avoid damage on remaining wall and install temporary shoring to protect opening lintel. Install 6” steel channel at lintel with flat head wedge anchor bolts 5/8” x 6”, support lintel channel with two tie columns and repair the wall opening finish.

(See Construction Drawing, sheet SI-101 for more details).

1.2.2.3.3 Remove and dispose existing steel railings on area where the new fence will be installed, disposal in accordance with lead abatement regulations.

1.2.2.3.4 Install vertical pipe to support existing railing remaining at each side of the removed section.

Make core-drill in concrete floor for set-up the new vertical pipe and fill with non-shrink grout. (See Construction Drawing sheet SI-102 security grill fence north elevations).

1.2.2.3.5 Supply and install metal Roof Canopy. (See Construction Drawing, Sheet S-102).

1.2.2.3.6 Supply and install new 8’ X 8’ Roll Up Door, motorized operation similar or equal to model

ESD10 by COOKSON inc. (color “RAGING SEA” similar or equal to SHERWIN WILLIAMS, SW-6474”), see Electrical Drawing for power and motor information. (See Drawing Sheet SI-101 for more information).

1.2.2.3.7 Supply and install new Air Curtain similar or equal to Model ETD-2-96E By Powered Aire Inc. (See Drawing Sheet SI-101 note 9 for more information).

1.2.2.3.8 Supply and install new PVC strips Door similar or equal to CHASE DOORS model number 121203. (See Drawing Sheet SI-101 note 9 for more information).

1.2.2.3.9 Supply and install security grill fence including two double gates. (See Construction Drawing Sheet SI-102).

1.2.2.3.10 See electrical Drawing for power and lighting details.

1.2.2.4 EMERGENCY EYE WASH AND SHOWER STATION:

1.2.2.4.1 Supply and install new eye wash/shower combination emergency station at location showing on drawings. (See Construction Drawing, Sheet SI-102 for more information)

1.2.2.4.2 For potable water supply & wastewater connection see Construction Drawing, sheet SI-102

1.2.2.5 MECHANICAL YARD CONDENSING WATER DRAINAGE PIPE:

1.2.2.5.1 Connect the water coming from the cooler and freezer condensing units and air conditioning unit and direct to the existing underground box culver located at north and south of the mechanical yard. (See Construction Drawing SI-102 notes 8 and 9 for more details).

1.2.2.6 LOADING DOCK ACCESSORIES:

1.2.2.6.1 Install new galvanized 6” diameter schedule 40 protection pipe bollards fill with 3,000 psi concrete; total pipe length shall be 5’-0” with 1’-6” shallow under a 3,000-psi concrete base of 24” x 24” x 24” deep include #4 steel rebars reinforcement. (See drawings sheet SI-101 note #13 for location and details). Clean exterior surface of pipes, remove all grease and dirt and apply one coat of primer and two coat of traffic yellow paint.

1.2.2.6.2 Supply and install galvanized Guardrails supported by post with 10” x 10” x ½” base plate anchor to the concrete floor with 4 - 5” wedge bolt by post to protect the interior walls. (See Construction Drawing, sheet SI-101 for locations and details).

1.2.2.6.3 Supply and install 4 cast-in wheel alignment to direct the trailers in the dock parking lane.

(See Construction Drawing, sheet SI-101 for location and specifications).

1.2.2.6.4 Supply and install loading dock bumpers 12” x 4” x 10” similar or equal to ULINE Model H- 1504. (See Construction Drawing, sheet SI-101, note 14 for locations and installation instruction).

1.2.2.7 LOADING DOCK NEW WORKS (INSTALL SECURITY RAILINGS, OVERHEAD

CANNOPY, DOCK LEVELERS, ELECTRIC OUTLETS FOR REFRIGERATED

CONTAINER):

1.2.2.7.1 Demolish and dispose existing concrete floor slab loading dock corridor, beams, columns, and footings.

1.2.2.7.2 Remove and dispose steel railings and corner guard angle, disposal in accordance with lead abatement regulations.

1.2.2.7.3 Construction of new concrete retaining wall including excavation, concrete footing, retaining wall and columns pedestal. (See Construction Drawing SI-101 and S-101 for location and structural details).

1.2.2.7.4 Supply selected fill material A-2-4 or better, spreading and compaction in 12” layers to 95% of proctor compaction test.

1.2.2.7.5 Construction of reinforcement concrete floor slab on ground at new loading dock, corridor, stair, and truck ramp, including the construction of two loading levelers pits with steel angles corner guards. (See Construction Drawing, sheet S-101 for details). Floor concrete areas shall be broom finish. Apply liquid coat of product equal or similar to Quikrete Acrylic concrete cure and seal. (Follow the manufacturer's specifications for the application.)

1.2.2.7.6 Supply and install 4” depth cast aluminum stair nosing similar or equal to Wooster products MOD. AG101.4. (see sheet S-101, section 6/S-101).

1.2.2.7.7 Construction of concrete curb on truck ramp to allow the pavement differences from 0” to 13”. (See Construction Drawing, sheet S-101 Section 5/S-101).

1.2.2.7.8 Supply and install new 24” diameter plastic HDPE corrugated double wall storm sewer pipes from existing east box culver to the existing west box culver. (See Construction Drawing, sheet SI-102 for location and details).

1.2.2.7.9 Connect the building down spout and concrete ramp trench drain at the top of the 24” diameter pipe with 4” PVC SDR 35 pipes with all necessary transition connection between down spout to PVC and PVC to HDPE corrugate pipe and clean-outs. In the case of the trench drain, contractor shall install one submergible sump pump similar or equal to FRANKLIN ELECTRIC 5.5 SERIES, ¼ HP, 8.7” WIDE X 10.4” LONG X 10.8” HEIGHT for discharge ramp storm water to the 24” DIAM. HDPE pipe. (See Construction Drawing SI-102 for location and details.)

1.2.2.7.10 Install 1.5” dia. stainless steel railing schedule 40 on the exterior corridor and two sections on loading dock area, 42” height with vertical pipe at 5’ center to center (maximum distance) and two horizontals’ pipes. (See drawing sheet SI-101 notes 5 and 6 for location and more details).

1.2.2.7.11 Install two wave guard rails at loading dock area. (See Construction Drawing, sheet SI-101 for more details and location).

1.2.2.7.12 Cover the loading dock and corridor areas, with metal pre-engineering structure and roof deck system. (See drawing sheet S-102 for dimensions and details).

1.2.2.7.13 Install electrical infrastructure for refrigerated truck-trailers. (See electrical drawings for installation location and specifications).

1.2.2.7.14 Install fall prevention bollards and chains on two loading levelers. (see drawing sheet SI-101 for location and details).

1.2.2.8 REPAIR WAREHOUSE FLOOR FINISH:

1.2.2.8.1 The surface of concrete must be dry, clean, and sound and have no crumbling or detached areas.

1.2.2.8.2 The areas where the detached topping was removed apply primer equal or similar to ARDEX P 51 and fill with cementitious self-leveling product similar or equal to ARDEX V-100. The contractor shall follow the manufacturer's specifications for proper installation. Contractor shall include an area of 1,110 sf to apply repair product (self-leveling repair).

1.2.2.8.3 Apply epoxy floor finish composed by one coat of primer similar or equal to Primer SN and finish with a two-component, high solid content, epoxy resin-based formulation similar or equal to Mapefloor I 302 SL.

1.2.2.9 INSTALL EXTERIOR WARNING LIGHT TO NOTIFY MALFUNCTION OF THE

COOLER AND FREEZER TEMPERATURE:

1.2.2.9.1 This system shall be connected to the existing cooler and freezer warning system with the necessary conduit and wiring to direct the warning alarm outside of the building. (See sheet E-102 for more information and location).

1.2.2.9.2 At exterior wall contractor shall install a 2’ x 3’ sign showing information of building administrator personnel, government will submit sign text information.

1.2.2.10 NEW MECHANICAL WORKS (TWO NEW 5 TON A/C UNITS):

Contractor shall perform all works indicated on drawings in accordance with Attached specifications in DIVISION 23 HEATING, VENTILATING AND AIR CONDITIONING and indicated in the TABLE OF CONTENTS: SECTION 23 00 00, AIR SUPPLY, DISTRIBUTION, VENTILATION AND EXHAUST SYSTEMS; SECTION 23 03 00.00 20, BASIC MECHANICAL MATERIALS AND METHODS; SECTION 23 05 15, COMMON

PIPING for HVAC; SECTION 23 05 48.00 00, VIBRATION AND SEISMIC CONTROLS for HVAC PIPING; SECTION 23 07 00, THERMAL INSULATION for MECHANICAL SYSTEMS; All new Air Conditioning Equipment shall labeled ENERGY STAR and comply with a minimum EER = 12 and SEER = 17.

1.2.2.10.1 Contractor shall install at the existing “C” channel steel structure a new steel plate screw anchor to support the new AC structure assembly as describe in Sheet M-101.

1.2.2.10.2 Install at the new steel plate a ¾” high-strength threaded rod with the corresponding washers and locknuts.

1.2.2.10.3 Install a new Slotted and Solid Strut Channel as indicate on Sheet M-101.

1.2.2.10.4 Contractor shall install at the AC structure assembly (2) new split (5) R-ton system direct expansion (PX) system including refrigerant piping, smoke detectors connection capacity, individual display thermostats, AC refrigerant insulation, drainage and accessories as indicate on drawings Sheet M100.

1.2.2.10.5 Contractor shall fix the new evaporator to the new assembled structure and install at the bottom of the solid strut channel a spring hanger mount vibration insulation as indicate on Sheet M-101.

1.2.2.10.6 Install the condensing units on the west wall of the building on the new wall mounted stainless steel brackets as indicated on Sheet M-101.

1.2.2.10.7 Contractor shall install the refrigeration piping starting at the front wall of the office area and running through the acoustical ceiling of the hallway to the west side of the building where it will be connected to the corresponding condensers units. See Sheet M-100.

1.2.2.10.8 Install new refrigerant piping insulation two inches thick for interior and exterior refrigerant pipe for all new systems. Also install aluminum jacket pipe insulation for all exterior refrigerant pipes.

1.2.2.10.9 Contractor shall install a new PVC drainage pipe adjacent to refrigerant pipe to drain above a splash block outside of the building.

1.2.2.10.10 Install for the new AC system new electrical connection for dedicated disconnect switch.

1.2.2.10.11 All work shall be in accordance with (IAW) the most current edition in effect at the time of the notice to proceed of the project of all applicable codes and standards including but not limited to:

I. The International Building Code

II. National Electrical Code

III. National Fire Protection Agency requirements

IV. Installation Design Guide.

V. HVAC Code

1.2.2.10.12 Implied specifications: All work for this requirement shall comply with Unified Facility Criteria (UFC) and Industry Standards and Unified Facilities Guide Specifications (UFGS) even though the specification is not listed within the SOW. The more restrictive prevails.

1.2.2.10.13 Preparation: Contractor shall be responsible for field/site visit to obtain and verify measurements, site conditions and to determine correct dimensions and structural support requirements IAW accepted local, state and federal building practices. All drawings provided to the contractor are for reference/information only. Contractor shall provide any/all deviations to accepted local, state and federal building practices/codes to the attention of the Construction Inspector and Contracting Officer Representative for review/consideration by the Government.

1.2.2.10.14 Contractor shall provide to the government a shop drawing indicating the results of the new AC system installation.

1.2.2.11 New electrical works:

1.2.2.11.1 Demolition Works:

Contractor shall perform selected Demolition and Disposal indicated on this scope of work using drawings and specifications for reference and good quality of works. The demolition/removal work consists of removing selected lighting fixtures and power receptacles including a circuit breaker. Specifics of the electrical demolition is described below:

1.2.2.11.1.1 Disconnect existing battery charger, model ETP36-483/3/160. Once disconnected remove junction box and conduit near device. Coil cables up to junction box above.

After this action is complete, coordinate with COR for temporary reconnection of battery charger using coiled cables. The intention is to leave the device in operation while other works are performed under this Scope of work.

1.2.2.11.1.2 Remove and dispose one (1) 30 amps three poles breaker at Main Distribution Panel [ MDP], circuits 12 14 and 16. Removal of this device is to be done, when temporary power is no longer needed (final connection of battery charger to new area)

1.2.2.11.1.3 Remove and dispose ten (10) wall pack lighting fixtures from the exterior as indicated on drawings.

1.2.2.11.1.4 Remove and dispose six (6) 1’ x 4 ‘lighting fixtures above freezer and cooler as indicated on drawings.

1.2.2.11.1.5 Remove and dispose Battery charger power cables as indicated on drawings.

1.2.2.11.1.6 Remove and dispose four (4) exit signs, circuit shall be maintained.

1.2.2.11.1.7 Remove and dispose one (1) fire pull station and one (1) strobe light, coordinate with COR as indicated on drawings.

1.2.2.11.1.8 Contractor is responsible for any damage done to any equipment, device, fixture or infrastructure of the building damaged during demolition or construction phase.

Repairs of such damages shall be done at no cost to the government.

1.2.2.11.2 Electrical Installation Works:

Contractor shall perform new Electrical Work indicated at this SOW and related drawings in accordance with the Technical Specifications. The mentioned works shall be completed in accordance with the specifications on DIVISION 26-ELECTRICAL, which includes

SECTION 26 05 00.00 40, COMMON WORK RESULTS FOR ELECTRICAL, SECTION

26 20 00 INTERIOR DISTRIBUTION SYSTEM, SECTION 26 24 16.00 40

PANELBOARDS, SECTION 26 51 00 INTERIOR LIGHTING, 26 53 00.00 40 EXIT

SIGNS and SECTION 26 56 00 EXTERIOR LIGHTING as follows:

Provide labor, equipment and material to replace existing power system including the electrical wiring and conduits required, including all / any incidental related work, as indicated on drawings. Works will be required only in the designated area of the building and not in the complete building (see drawings for reference).

Specifics of the electrical installation is described below:

1.2.2.11.2.1 Furnish and install new 1’ x 4’ led T8 lighting fixtures, equal or similar to Lithonia Z132MV rated for indoor use on walls indicated on drawings. These lighting fixtures shall provide lighting to area behind freezer/cooler, mount on wall above all electrical panels, transfer switch and other equipment in the area. Use galvanized steel Unistrut and accessories to mount on walls.

1.2.2.11.2.2 Furnish and install new wall pack LED fixtures, equal or similar in technical specs to MAXLITE WCOP80U-CSBPC, 120V 80 Watts, 12,000 Lumens and with photocell lighting control as indicated on drawings. These fixtures shall be mounted on building exterior and properly secured to building concrete walls and one will be mounted on new canopy. These fixtures shall be part of one electrical circuit and shall be controlled by integrated photocell for appropriate activation / deactivation. Utilize galvanized Unistrut accessories to properly secure to canopy and building’s concrete walls. These fixtures shall be part of an existing circuit on Main Distribution Panel

[MDP].

1.2.2.11.2.3 Furnish and install new 1’ x 4’ led T8 lighting fixtures, equal or similar to LITHONIA LIGHTING BLWP4 60L ADP GZ10 LP840, 6373 lumens, rated for outdoor use on area indicated on drawings. These lighting fixtures shall provide lighting to loading dock area on outer canopy, mount on canopy ceiling. Use galvanized steel Unistrut and accessories to mount appropriately.

1.2.2.11.2.4 Furnish and install new two way and three-way switches for lighting control as indicated on drawings.

1.2.2.11.2.5 Furnish and install new 480V 100 amps, NEMA 3R panel, designated as Panel PPL for new circuits indicated on drawings. Panel Shall have a 60 amps main breaker and a label inside, indicating from which circuit number is being powered from on Main Distribution Panel [MDP].

1.2.2.11.2.6 Furnish and install new 50KVA dry type transformer, 208V to 480V step up. Copper core.

1.2.2.11.2.7 Furnish and install new 3 poles, 150 amps breaker, installed at Main Distribution Panel [MDP] panel to protect new transformer circuit.

1.2.2.11.2.8 Furnish and install NEMA 4X stainless steel, 600V, 60 amps un-fused disconnect switches as indicated on drawings. Shall have a label indicating: “Danger: High Voltage, do not operate under load”

1.2.2.11.2.9 Furnish and install new 6”x”6”x6” SS junction box to be configured to accept a new 30 amps, raintight pin and sleeve receptacles as indicated on drawings.

1.2.2.11.2.10 Furnish and install new watertight pin and sleeve receptacle 30 amps, 480V, 4 pin as indicated on drawings.

1.2.2.11.2.11 Furnish and install new 6”x6”x6” SS junction box to be used as splice box for an existing battery charger. This junction box shall be installed on exterior area indicated on drawings, drill hole to exterior via metal ceiling and use watertight fittings to properly finish installation once box is properly installed.

1.2.2.11.2.12 Furnish and install new blind covers for existing receptacle, indicated on drawings.

1.2.2.11.2.13 Furnish and install two new 30 amps 3 poles breakers, 480V for exterior disconnect switches indicated on drawings.

1.2.2.11.2.14 Furnish and install one new 20 amps breakers for exterior T8 lighting fixtures indicated on drawings.

1.2.2.11.2.15 Furnish and install one new 20 amps breaker for interior T8 lighting fixtures as indicated on drawings.

1.2.2.11.2.16 Furnish and install two new 20 amps breakers for new GFCI Receptacle circuits indicated on drawings.

1.2.2.11.2.17 Furnish and install one new 35 amps 3 poles breaker for circuits 12 and 14 and 16 at Main Distribution Panel [MDP] for battery charger circuit.

1.2.2.11.2.18 Furnish and install new 1-1/2’’ EMT conduit for dry type transformer circuit run to Main Distribution Panel [MDP].

1.2.2.11.2.19 Furnish and install new 1’’ EMT conduits for interior 1 X 4 lighting circuits.

1.2.2.11.2.20 Furnish and install new 1’’ RGS conduits for exterior 1 X 4 lighting circuit runs.

1.2.2.11.2.21 Use AWG # 12 THHN/THWN-2 for alarm circuits.

1.2.2.11.2.22 Use AWG # 10 THHN/THWN-2 for interior lighting circuits, exterior lighting circuits and wall pack lighting fixtures.

1.2.2.11.2.23 Use AWG # 1/0 THHN/THWN-2 L1, L2, L3 for 50KVA Transformer.

1.2.2.11.2.24 Use AWG # 2 for 50KVA Transformer ground.

1.2.2.11.2.25 Use AWG # 10 THHN/THWN-2 L1, L2, L3 and ground for new disconnect switch circuits as indicated on drawings.

1.2.2.11.2.26 Furnish and install new AWG # 8 THHN/THWN-2 and AWG # 10 ground wires for new power cables from Main Distribution Panel [MDP] to battery charger. Circuits 12,14, and 16 MDP.

1.2.2.11.2.27 New motion sensors, ceiling type for lighting control as indicated on drawings.

1.2.2.11.2.28 New pushbuttons and electrical circuit connected at Main Distribution Panel [MDP] for new roll up (coiling) doors as indicated on drawings. Push buttons shall operate rolling door and operate with a safety sensor which will not permit roll up door to operate when obstruction is occurring. New circuit shall include a 30 amps NEMA 3R Disconnect switch for roll up door maintenance and include a 3 poles 20 amps breaker on panel MDP. Use equal or similar concept of roll up doors, push buttons and air curtains already installed on warehouse.

1.2.2.11.2.29 New outdoor rated strobe lights with horns to indicate when freezer / cooler is not in temperature range. Connect to existing control system and logic panel to have the ability to silence alarm by existing pushbuttons near each freezer / cooler door. Refer to article 1.3.9 on civil scope of work for a sign to be furnished regarding these fixtures.

1.2.2.11.2.30 Furnish and install new exit signs with emergency lighting and battery backup as indicated on drawings. Re-use existing circuit and extend conduits and circuits to reach areas.

1.2.2.11.2.31 Furnish and install new water heater circuit with 50 amps 3 poles OCPD at Main Distribution Panel [MDP] panel. Provide 1” conduits, AWG # 6THHN-THWN-2 and

AWG 10 GROUND cables. Water heater shall be capable of maintaining water flow at a temperature of no less than 110 degrees Fahrenheit.

1.2.2.11.2.32 Furnish and install new receptacle cover for existing duplex receptacle as indicated on drawings.

1.2.2.11.2.33 Furnish and install new GFCI receptacles with outdoor cover plate as indicated on drawings. One will be located at battery charger area and the other on the sump pump area.

1.2.2.11.2.34 Furnish and install grounding bonding jumpers to the new canopies on the outside to properly ground them. Use existing building grounding system.

1.2.2.11.2.35 Use AWG #6 THHN-THWN-2 and AWG # 10 Ground for new water heater circuit.

1.2.2.11.2.36 For new air curtain and new roll up door, use equal or similar models already functioning on the site. Please refer to note 24 on sheet E-103 for more details.

1.2.2.11.2.37 Furnish and install new 100 amps, 3 poles breaker at Main Distribution Panel [MDP] panel to provide power to new Panel FC.

1.2.2.11.2.38 Furnish and install new 125 Amps, 120/208V, NEMA 4X Stainless Steel Panel, Labeled as FC for new disconnect switches related to new A/C units.

1.2.2.11.2.39 Furnish and install two (2) new 50 Amps, 3 poles breakers for each new disconnect switch for new A/C units. These breakers are to be installed on Panel FC.

1.2.2.11.2.40 Furnish and install two (2) new 60 amps, 208V, NEMA 4X Stainless Steel disconnect switches to distribute power for two new disconnect switches.

1.2.2.11.2.41 Use AWG # 2 THHN/THWN-2 L1, L2, L3 and AWG #8 GND for new A/C panel circuit.

1.2.2.11.2.42 Use 1-1/4” RGS and EMT Conduits to Reach new panel FC location from Main Distribution Panel [MDP]. Use a new 6X6X6 Junction box as a pull box on building’s exterior.

1.2.2.11.2.43 Use 3/4 “RGS and EMT conduits to interconnect outdoor A/C units with interior A/C units.

1.2.2.11.2.44 Use 3/4 “RGS conduits to reach exterior A/C unit from each disconnect switch.

1.2.2.11.2.45 Use AWG #8 THHN/THWN-2 L1, L2, L3 and GND for each new outer A/C unit circuit.

1.2.2.11.2.46 Use 6X6X6 SS Junction Box to exit building and Transition from EMT and RGS.

1.2.2.11.2.47 Use 6X6X6 SS Junction Box to enter conduit space above acoustic ceiling, junction box will be used as pull box.

1.2.2.11.2.48 Use two ¾” RGS Condulets to enter conduit space, transition to EMT on acoustic ceiling space, until reaching interior A/C unit.

1.2.2.11.2.49 All new wires shall be stranded and copper, unless specified by manufacturer or equipment, provide supporting documentation for any discrepancy.

1.2.2.11.2.50 Perform insulation resistance tests to the following cable runs:

• Main Distribution Panel [MDP] to Transformer

• Transformer to New PPL Panel

• PPL Panel to Disconnect switches for pin and sleeve receptacles

• Main Distribution Panel [MDP] to FC Panel.

1.2.2.11.2.51 Provide clear directory and labeling of all new circuits and fixtures, follow pattern indicated on technical specs. Handwritten directories are not acceptable. Label each panel board on exterior doors; Panels and disconnects shall be labeled with NFPA warning indicating danger logo of electric shock. Labels shall be able to withstand outdoor conditions, even if they are installed indoors.

1.2.2.11.2.52 All electrical boxes, Junction boxes or disconnect switches installed outdoors, shall have proper rain tight terminations to conduits.

1.2.2.11.2.53 The Contractor shall develop a complete set of electrical “As-Built” drawings, including final connections to Main Distribution Panel [MDP]. This set shall be part of the “As Built” set of the complete project that the Contractor must provide as part of the “Close-Out Documents” listed in Section 01 78 00, Close- Out Procedures.

1.2.2.11.2.54 Utility Outages: Work shall be scheduled to hold power outages to a minimum. Power outages and connections required during the prosecution of work that affect existing systems shall be arranged for the convenience of the Government and facility users and may be done Monday thru Friday or out of regular work hours, including weekends. Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 30 calendar days in advance of the time required. Each request shall state the facilities to be impacted, approximate duration of outage, and the nature of work involved. Utilities outages during a holiday are to be considered an exceptional event, under emergency condition or circumstances, that otherwise will result in a significant adverse impact to the contract.

1.2.2.11.2.55 All work shall be in compliance with the National Fire Protection Association (NFPA) National Electrical Code NFPA-70 latest edition, Life Safety Code NFPA 101, American Disability Act (ADA), Illuminating Engineering Society of North America (IESNA), US Army Corps of Engineers (USACE) TI-800-1 National Electrical Manufacturers Association (NEMA), Puerto Rico Electric Power Authority (PREPA) and the U.S. Environmental Protection Agency

1.2.2.11.2.56 Work shall be performed by licensed qualified electricians. Provide evidence to project COR.

1.2.2.11.2.57 Contractor is responsible for any damage done to any equipment, device, fixture or infrastructure of the building damaged during demolition or construction phase.

Repairs of such damages shall be done at no cost to the government.

1.2.2.12 NEW FIRE PROTECTION WORKS:

Contractor shall provide a fire protection system extension on the new loading dock and forklift battery charging station areas of the Subsistence Supply Management Office [SSMO] building (509). Contractor shall install new fire suppression system to extend the existing system following the provided drawing called ‘’Repairs to Building 509 (SSMO) For Additional Certification Requirements’’ sheets FP-1010 and FP-102.

The required works and specifications on the new loading dock and forklift battery charging station area shall comply as a minimum with the following:

1.2.2.12.1 Expand the fire protection system to the new loading dock area following the provided drawing and following NFPA 13 codes.

1.2.2.12.2 Expand the fire protection system to the new forklift battery charging station area provided drawing and following NFPA 13 codes.

1.2.2.12.3 Follow expansion details such as piping connection points, piping sizes, lengths, piping attachments, bracings, hangers and sprinkler head specifications as per provided drawing ‘’Repairs to Building 509 (SSMO) For Additional Certification Requirements’’ sheets FP-1.

1.2.2.12.4 Regular working hours will consist of an 8-hour period established by the Contracting Officer, between 7:00 a.m. and 4:00 p.m., Monday through Friday, excluding Federal Government holidays.

1.2.2.12.5 A DD Form 369 for each personnel shall be submitted to the Contracting Officer to obtain a temporary pass/access. The forms shall be provided within 3 calendar days after contract award. This pass is valid for the duration of project or one year (whichever comes first). All Contractors’ personnel shall wear clothing and/or identification badges identifying them as company employees along with the proper PPE.

1.2.2.12.6 Contractor shall develop a project schedule and properly coordinate the project construction and execution to minimize adverse personnel daily operations. Plan shall be discussed with concerned DPW officials, Fire Department and approved by the COR and the Contracting Officer.

1.2.2.12.7 Contractor shall provide a status report in a weekly basis in accordance with the Project Schedule.

1.2.2.12.8 Test the system for Government acceptance.

1.2.2.12.9 Project system/components, installation, workmanship, parts, labor, integrity, and service costs shall be warranted for a period of not less than one (1) year from the date of Government final acceptance.

1.3 CODES AND STANDARDS

1.3.1 General

1.3.1.1 The project shall be constructed in accordance with the applicable codes, standards, design parameters or regulations noted in this section or other sections in the Statement of Work. In the event of conflict between codes, standards, or regulations, the most stringent requirement shall apply.

1.3.1.2 Reference to standard specifications of any technical society, organization, or association, or to codes, manuals, or regulations of Federal, State, or local, authorities shall mean the latest standard, code, manual, regulation, specification, or tentative specification adopted and published at least 30 days prior to submittal of proposals, unless specifically stated otherwise.

1.3.1.3 The reference of any code or standard listed below to the “building official” or the authority having “jurisdiction”, or “governmental authority” shall be interpreted to refer to the Contracting Officer as being the authority for code interpretation.

1.3.2. Basic Requirements

1.3.2.1 GENERAL: Construction shall be in accordance with the following codes, standards, and regulations. The most stringent shall govern when differences occur.

1.4.2.2 Building, Structural, Plumbing and Mechanical Codes: the latest edition of the Standard Building, Plumbing and Mechanical Codes and the Puerto Rico State Building, Plumbing and Mechanical Codes.

1.3.2.3 Electrical Codes: National Electrical Code, latest edition, National Electrical Safety Code latest edition, NFPA and National Safety Code.

1.3.2.4 National Fire Protection Association Fire Codes, latest edition, and MIL.HANDBOOK 1008A, Fire Protection for Facilities.

1.3.2.5 Applicable OSHA Standards and Regulations.

1.3.2.6 Uniform Federal Accessibility Standards and ADA Standards, whichever is stricter.

1.3.3 Structural

In addition to the general requirements stated above, any structural design and construction considered in this contract will meet the latest editions of the following codes, standards, and specifications:

1.3.3.1 The Aluminum Association, “Specifications for Aluminum Structures”.

1.3.3.2 American Concrete Institute (ACI), “ACI-31B, Building Code Requirements for Reinforced Concrete”.

1.3.3.3 American Concrete Institute (ACt), “ACI-SSO, Building Code Requirements for Masonry Structures.

1.3.3.4 American Institute of Steel Construction (AISC), “Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings”.

1.3.3.5 American Iron and Steel Institute (AlSl), “Specifications of the Design of Cold-Formed Steel structural Members”.

1.3.3.6 American National Standards Institute (ANSI), “American Standard Building Code Requirements for Reinforced Masonry”.

1.3.3.7 American Welding Society (AWS), “Structural Welding Code”.

1.3.3.8 American Society of Civil Engineers (ASCE), ASCE-7, Minimum Design Loads for Buildings and Other Structures.

1.3.3.9 American Society for Testing Materials (ASTM) as noted.

1.3.3.10 Brick Institute of America (BIA), Recommended Building Code Requirements for Engineered

Brick Masonry”.

1.3.3.11 Metal Building Manufacturers Association (MBMA), “Low Rise Building Systems Manual”.

1.3.3.12 National Concrete Masonry Association (NCMA), “Specifications for the Design and Construction of Load Bearing Concrete Masonry”.

1.3.3.13 National Forest Products Association, “National Design Specifications for Stress Grade

Lumber and Its Fastenings”.

1.3.3.14 Steel Deck Institute (SDI), “Publication 25” and “Diaphragm Design Manual”.

1.3.3.15 Steel Joist-Institute (SJI), ‘Standard Specifications, Load Tables and Weight Tables for Steel

Joists and Joists Girders”, 40th Edition.

1.3.4 Architectural (NOT USED)

1.3.5 Plumbing and Mechanical

In addition to the general requirements stated above, plumbing and mechanical design will meet the latest editions of the following codes, standards, and specifications:

1.3.5.1 Exterior water lines shall meet AWWA specifications for the Service required. Domestic water lines, if plastic, shall bear the NSF seal.

1.3.5.2. All mechanical equipment provided, furnished and installed shall be in compliance with local codes and ordinances and the applicable codes and standards of the National Sanitation Foundation (NSF), the American Gas Association (AGA), the Society of Heating, Refrigeration and Air Conditioning Engineers (ASHRAE), the National Fire Protection Association (NFPA), the Underwriters Laboratories (UL) and the American Standard Plumbing Code.

1.3.5.3 Plumbing shall be designed and installed in accordance with the latest edition of the National Standard Plumbing Code.

1.3.5.4 The proposed sprinkler head replacement shall in compliance with the National Fire Protection Association (NEPA) standards.

1.3.6 Electrical

In addition to the general requirements stated above, electrical equipment shall conform to the requirements of the American Institute of Electrical Engineers, American Standards Association, National Electrical Manufacturers Associations and Underwriters Laboratories, Inc.

1.3.7 Fire Protection

Fire protection shall comply with the Standard Building Code (SBC), NFPA National Fire Codes especially NFPA SOlD (NFC) latest edition as of the date of the contract.

1.3.7.1 Fire Alarm System

Contractor shall connect the A/C machines with the Fire Alarm System. Contractor shall coordinate with the Government, no later than 14 days prior to the proposed start of fire alarm system works, an inspection for the existing building fire alarm system and shall include a certification as a fully operational system. Contractor shall always be present during the inspection of the fire alarm system with the Government and maintenance personnel. This inspection will validate the current condition of the fire alarm system that will be transferred to the contractor’s responsibility. Contractor shall receive the certificate of the fire alarm system inspection before performing works to the fire alarm system. Also, contractor shall certify the fire alarm system of the building after performing contracted works to the fire alarm system. Contractor shall coordinate with COR to ensure the existing Preventive maintenance contractor for the fire alarm system is present to accept the work associated with the Fire Alarm.

1.3.8 Technical Organizations and Regulatory Agencies

Throughout the Construction Industry including master specification guides developed by United States Army Corps of Engineers, Construction Specifications Institute and the American Institute of Architects, certain acronyms and/or abbreviations are used to refer to various technical and regulatory organizations which provide standards for their respective trade. The following acronyms and abbreviations are defined to mean the listed organization and are provided for the Contractor’s convenience. Both names and addresses are subject to change and are not guaranteed to be up to date. Where no other standard or specification is provided, the standards of these organizations apply to this contract unless otherwise specified.

Aluminum Association 818 Connecticut Avenue, NW Washington, D.C. 20006 202-862-6100

AAMA American Aluminum Manufacturers Association 35 East Wacker Drive Chicago, Illinois 60601 312-782-8256

AASHTO American Association of State highway and Transportation Officials 444 North Capitol Street 9 Washington, D.C. 20001 202-624-5800

ACI American Concrete Institute Box 19150, Redford Street Detroit, Michigan 48219 313-523-2600

“Building Code Requirements for Reinforced Concrete”

AGA American Gas Association 1515 Wilson Boulevard Arlington, Virginia 22209 703-841-8400

AI Asphalt Institute Asphalt Institute Building College Park, Maryland 20740

AAN American Association of Nurserymen 1250 I Street, Suite 500 Washington, DC 20005 202-789-2900 “American Standard for Nursery Stock”

A. ATCC American Association of Textile Chemists and Colorist P.O. Box 12215

Research Triangle Park, NC 27709 919-549-8141

ACIL American Council of Independent Laboratories 1725 K. Street Washington, DC 20006 202-659-3766

ACPA American Concrete Pipe Association

222W. Las Colinas Blvd. Suite 641 Irving, TX 75039-5423 972-506-7216 “Concrete Pipe Design Manual”

ACPPA Asbestos Cement Pipe Producers Association

ADC Air Diffusion Council 435 N. Michigan Avenue Chicago, IL 60611 312-527-5494

AGA American Gas Association 1515 Wilson Blvd.

Arlington, VA 22209 703-841-8400

AHAM Association of Home Appliance Manufacturers 20 N. Wacker Drive Chicago, IL 60606 312-984-5800

AIA American Institute of Architects 1735 New York Avenue, NW Washington, DC 20006 202-626-7300

AIA American Insurance Association 85 John St.

New York, NY 10036 212-433-4400

AISC American Institute of Steel Construction 400 N. Michigan Avenue Chicago, IL 60611 312-670-2400

“Specification for the Design, Fabrication and Erection of Structural Steel for Buildings’ and “Code of Standard Practice for Steel Buildings and Bridges.”

AISI American Iron and Steel Institute

1000 16th St., NW.

Washington, DC 20027 202-452-7100

AITC American Institute of Timber Construction 333W. Hampden Avenue

Englewood, Co 80110 303-761-3212

AMCA Air Movement and Control Association 30W. University Drive Arlington heights, IL 60004 312-394-0150

ANSI American National Standards Institute 1430 Broadway New York, NY 10018

APA American Plywood Association

P.O. Box 11700 Tacoma, WA 98411 206-565-6600

ARI Air Conditioning and Refrigeration Institute 1501 Wilson Blvd.

Arlington, VA 22209 706-524-8800

ASC Adhesive and Sealant Council 1500 Wilson Blvd.

Arlington, VA 22209 703-841-1112

ASCE American Society of Civil Engineers 1801 Alexander Bell Drive Restin, VA 20191-4400 703-295-6000

ASHRAE American Society of Heating, Refrigeration & Air Conditioning Engineers 1791 Tullie Circle NE

Atlanta, GA 30329 404-627-8400

ASLA American Society of Landscape Architects 1732 Connecticut Avenue, N.W.

Washington, DC 202-466-7730

ASME American Society of Mechanical Engineers 345 East 47th Street

New York, NY 10017 212-644-7722

ASPE American Society of Plumbing Engineers 15233 Ventura Blvd.

Sherman Oaks, CA 91403

ASSE American Society of Sanitary Engineers

P.O. Box 9712 Bay Village, OH 44140 216-835-3040

ASCE American Society of Civil Engineers 1801 Alexander Bell Drive Restin, Virginia 20191-4400 703-295-6000

ASTM American Society for Testing and Materials 1916 Race St.

Philadelphia, PA 19130 215-299-5400

AWI Architectural Woodwork Institute 2310 S. Walter Reed Dr.

Arlington, VA 22206 703-671-9100

AWPA American Wood-Preservers Association 7735 Old Georgetown Road Bethesda, MD 20014 301-652-2109

AWPB American Wood Preservers Bureau

225. Randolph Street

Arlington, VA 22206 703-931-8180

AWPI American Wood Preservers Institute 1945 Old Gallows Road #550 Vienna, VA 22182 703-893-4005

AWS American Welding Society 550 Leiune Road Miami, FL 33135 05-642-7090

AWWA American Water Works Association 6666 Quincy Avenue Denver, CO 80235 303-794-7711

BHMA Builder’s hardware Manufacturers Association (c/n TGAM)

60 East 42nd Street, Room 1807 New York, NY 10017 212-682-8142

BIA Brick Institute of America 11490 Commerce Park Drive Reston, VA 703-620-0010 ‘Recommended Building Code Requirements…