W912C3-17-B-0004-Amend3.xps

1. CONTRACT ID CODE

PAGE OF PAGES

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

J 11336

2. AMENDMENT/MODIFICATION NO.5. PROJECT NO.(If applicable)

3. EFFECTIVE DATE

4. REQUISITION/PURCHASE REQ. NO.

0011052229 29-Aug-2017

6. ISSUED BY

CODE

7. ADMINISTERED BY (If other than item 6)

CODE

W912C3

MICC - FT BUCHANAN

See Item 6

FT BUCHANAN

DIRECTORATE OF CONTRACTING

34 SOUTH GATE RD, STE 1104

FORT BUCHANAN PR 00934-4206

9A. AMENDMENT OF SOLICITATION NO.

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912C3-17-B-0004

9B. DATED (SEE ITEM 11)

X 27-Jul-2017

10A. MOD. OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE

FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, is not extended.

X X Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) E. IMPORTANT: Contractor is not, is required to sign this document and returncopies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

a. The purpose of this Amendment is as follows:

1. Incorporate Answers to Questions submitted by Vendors.

2. Incorporate Revised copy of Drawings A-2, E-3, E-5 and E-6 (4 Sheets). All other Drawing sheets submitted with the original Solicitation Package (Attach1-OfficeSpaceRenovations-Dwgs) remain unchanged.

3. Clarify some of the information in the Statement of Work and the Specifications. The changes will be identified by bold, underlining and/or in RED

4. Incorporate Project 4, Removal, Modification, Installation and Finishes of Security Cage in SubClin 0002AD and in the Statement of Work.

b. Delete the original solicitation issued. Use the Conformed Copy issued with this Amendment 3.

c. The date and time for receipt of bids is extended to 0900hrs on 12 September 2017. All othe terms and conditions remain unchanged.

See Continuation Page Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

EMAIL:

TEL:

16C. DATE SIGNED

16B. UNITED STATES OF AMERICA

15C. DATE SIGNED

15B. CONTRACTOR/OFFEROR

BY

29-Aug-2017 (Signature of Contracting Officer) (Signature of person authorized to sign)

EXCEPTION TO SF 30

STANDARD FORM 30 (Rev. 10-83) 30-105-04

APPROVED BY OIRM 11-84

Prescribed by GSA

FAR (48 CFR) 53.243

W912C3-17-B-00040003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

Global Changes

CLIN 0001 -- CLIN 0003

The FSC code has changed from 7110 to Z2AA.

The PROG code C20 has been added.

The WSC Equipment code 000 has been added.

The MDAP/MAIS Code 000 has been added.

The NAICS code has changed from 236210 to 236220.

CLIN 0002

The CLIN extended description has changed from:

Provide labor, equipment, materials, insurances, supervision, incidentals and all necessary to perform the Purchase, relocationa and installation of Pallet Racking and Bulk Storage Racking System, Purchase and Installation of Modular Cublicle and Expansion of Data Connections at Building 613, Fort Buchanan, PR” in accordance with all terms and conditions, regulations and safety standardsNO PRICING IN THIS CLIN 0002 SHALL BE ADDED.

ALL PRICING UNDER CLIN 0002 SHALL BE INCORPORATED IN CLIN 0002AA, CLIN 0002AB, AND

CLIN 0002AC BASED ON INDIVIDUAL DESCRIPTION OF WORK

To:

Provide labor, equipment, materials, insurances, supervision, incidentals and all necessary to perform the Purchase, relocationa and installation of Pallet Racking and Bulk Storage Racking System, Purchase and Installation of Modular Cublicle, Expansion of Data Connections and Removal, Modification, Installation, and finishes of Securitty Cage at Building 613, Fort Buchanan, PR” in accordance with all terms and conditions, regulations and safety standardsNO PRICING IN THIS CLIN 0002 SHALL BE ADDED. ALL PRICING UNDER CLIN 0002 SHALL

BE INCORPORATED IN CLIN 0002AA, CLIN 0002AB, AND CLIN 0002AC BASED ON INDIVIDUAL

DESCRIPTION OF WORK.

SUBCLIN 0002AD is added as follows:

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0002AD 1 Each

Project 4 - Security Cage

FFP

The contractor shall provide labor, material, equipment and all necessary for the Removal, Modification, Installation and Finishes of a Security Cage located in Building 509.

FOB: Destination

NET AMT

DELIVERIES AND PERFORMANCE

The following Delivery Schedule Item has been deleted from CLIN 0001:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC

150 dys. ADC 1 W1H1 USAG FT BUCHANAN

W81YDN

LUIS TORRES

DPW LOGISTICS DIVISION

BLDG 37 SOUTH GATE RD

FORT BUCHANAN 00934-4206

787-707-3985

The following Delivery Schedule item has been added to SUBCLIN 0002AD:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC

150 dys. ADC 1 W6XD USALRCTR FT BUCHANA

W90JYH

ARNALDO TORRES

PBO DOL

BLDG 509 SOUTH TERMINAL ROAD

FORT BUCHANAN 00934-4578

787-707-3684

INSPECTION AND ACCEPTANCE

The following Acceptance/Inspection Schedule was added for SUBCLIN 0002AD:

INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

N/A N/A N/A Government

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been added by full text:

STATEMENT OF WORK - CLIN 0001

Section 00800 - Special Contract Requirements

STATEMENT OF WORK

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 Const. Progress Schedule Section 01 33 00 Submittal Procedures Section 01 35 26 Government Safety Requirements Section 01 42 00 Source for Reference Publications Section 01 45 00 00 10 Quality Control Section 01 45 01 Contractor Quality Control Rev.1 Section 01 50 00 Temporary Construction Facilities and Controls Section 01 57 19 Temporary Environmental Controls Section 01 58 00 Project Identification Section 01 74 19 Construction and Demolition Waste Management Section 01 78 00 Closeout Procedures Section 01 78 23 Operation and Maintenance Data

DIVISION 02 – EXISTING CONDITIONS

Section 02 41 00 Demolition

DIVISION 03 – CONCRETE

Section 03 30 53 Miscellaneous Cast-in-Place Concrete

DIVISION 04 – MASONRY

Section 04 20 00 Unit Masonry

DIVISION 05 – METALS

Section 05 52 00 Metal Railings

DIVISION 08 – OPENINGS

Section 08 11 13 Steel Doors and Frames Section 08 11 16 Aluminum Doors and Frames

TABLE OF CONTENTS

(Continuation)

DIVISION 08 – OPENINGS (continuation)

Section 08 33 23 Overhead Coiling Doors Section 08 71 00 Door Hardware Section 08 91 00 Metal Wall Louvers

DIVISION 09 - FINISHES

Section 09 22 00 Supports for Plaster and Gypsum Board Section 09 23 00 Gypsum Plastering Section 09 29 00 Gypsum Board Section 09 51 00 Acoustical Ceilings Section 09 65 00 Resilient Flooring Section 09 90 00 Paints and Coatings

DIVISION 21 – FIRE SUPPRESSION

Section 21 13 00.00 40 Fire Suppression Sprinkler System Section 21 13 13.00 10 Wet Pipe Sprinkler System

DIVISION 23 – HEATING, VENTILATING 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 05 48 Vibration and Seismic Controls for HVAC Piping Section 23 05 93 Testing, Adjusting and Balancing for HVAC Section 23 07 00 Thermal Insulation for Mechanical Systems Section 23 08 01.00 20 testing Industrial Ventilation Systems Section 23 09 23 Direct Digital Control for HVAC & Other Local Buildings Section 23 09 53.00 20 Space Temperature Control Systems Section 23 13 00.00 40 Final Fire Suppression – (ALL Specs) Section 23 35 19.00 20 Industrial Ventilation and Exhaust Section 23 37 13 Diffusers, Registers and Grills

DIVISION 26 – ELECTRICAL

Section 26 00 00.00 20 Basic Electrical Materials and Methods Section 26 20 00 Interior Distribution System Section 26 51 00 Interior Lighting

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

Section 28 31 00.00 10 Fire Detection and Alarm System, Direct Current Loop

DIVISION 32 – EXTERIOR IMPROVEMENT (Revision 1)

Section 32 11 24 Graded Crushed Aggregate Base Course for Flexible Pavement Section 32 12 17 Hot Mix Bituminous Pavement Section 32 16 13 Concrete Sidewalk, Curbs and Gutters

ATTACHMENTS (ELECTRONIC VERSION)

NO.1 ------------- FORM NO.1, ROOFING SYSTEM DESCRIPTION & INSTRUCTIONS SHEET

NO.2 ------------- NEGATIVE CERTIFICATION FOR ASBESTOS CONTAINING MATERIALS

(ACM) AND LEAD BASE PAINT (LBP) FROM MAY 2017 BY ZIMMETRY

ENVIRONMENTAL MANAGEMENT, CORP.

NO.3 ------------- INSTALLATION HAZARDOUS WASTE MANAGEMENT PLAN – MAY 2016

FORM 3000RE ------ MATERIAL APPROVAL SUBMITTAL FORM MAY 2005

FORM 4288-R ------ SUBMITTAL REGISTER FORM JAN 1997

SKETCH ----------- PROJECT SIGN SAMPLE

* * * END TABLE OF CONTENTS * * *

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

2 D-1 Demolition Plan and Existing Condition

3 A-1 New Work Plan – Warehouse Area

4 A-2 New Work Plan – Office Space Area (Revision 1)

5 A-3 Sections and Details

6 A-4 Fence type details

7 A-5 Fence type details

8 M-1 New A/C System layout

9 M-2 New Ventilation System layout

10 M-3 New Sprinkler System layout

11 E-1 Power and Lighting Demolition Plan And Existing Condition

12 E-2 New Communication and Power Floor Plan – Warehouse Area

13 E-3 New Lighting Floor Plan – Office Space Area (Revision 1)

14 E-4 New Power Floor Plan - Office Space Area

15 E-5 New Communications Floor Plan – Office Space Area (Revision 1)

16 E-6 New Fire Alarm Floor Plan –

Office Space Area (Revision 1)

17 E-7 Panel Board Schedules

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.

* * * END OF SECTION * * *

SECTION 01 11 00

STATEMENT OF WORK

PART 1 DESCRIPTION OF WORK

1.1 Work to be done: Provide labor, equipment, materials, insurances, supervision, incidentals and all necessary to perform the “Office Space Renovations at Building 613, Fort Buchanan, PR”.

1.1.1 Prospective Bidders: All prospective bidders area encourage to visit project site and familiarize with all conditions that might affect the work or cost thereof. On this visit, the contractor will verify quantities, dimensions, details and notify in writing any omitted data or discrepancy with the drawings or scope of work. If is necessary, the contractor shall coordinate all the necessary site visits for data compilation. The government will not be responsible for any difference between the existing conditions and the illustrated in drawing if it’s not notify prior to the proposal delivery.

1.1.2 Location: The work is located in South Terminal Road, Building 613 at Fort Buchanan, P.R. as shown on drawings.

1.2 The required work in 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

AND DEMOLITION WASTE MANAGEMENT; SECTION 01 78 00, CLOSEOUT PROCEDURES;

SECTION 01 78 23, OPERATION AND MAINTENANCE DATA.

1.2.2 Demolition Works: Contractor shall perform selective demolition, disposal and recycling works indicated in related specifications sections and drawing A-1 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:

1.2.2.1 Remove and dispose selected concrete curb to create

parking lot as indicated on drawings.

1.2.2.2 Remove and dispose top soil to create parking lot as

indicated on drawings.

1.2.2.3 Remove and dispose exterior wood shed as indicated on drawings.

1.2.2.4 Remove and dispose glass double doors and frames as

indicated on drawings.

1.2.2.5 Remove and dispose selected concrete wall sections to create building entrances as indicated on drawings.

1.2.2.6 Remove and dispose selected concrete wall sections to create woodshop ventilation system as indicated on drawings.

1.2.2.7 Remove and dispose security gate at woodshop.

1.2.2.8 Remove and dispose plywood section covering wall

openings through the building.

1.2.2.9 Remove and dispose plywood backerboard as indicated on drawings.

1.2.2.10 Remove and dispose exterior cyclone fence panels

(retaining the existing gates for relocation) as indicated on drawings.

1.2.2.11 Remove, dispose and cap abandoned sanitary pipe as

indicated on drawings.

1.2.3 Architectural/Structural Works: Contractor shall perform all works indicated in drawings in accordance with:

a. Attached sepcifications in DIVISION 03, CONCRETE and indicated in the TABLE OF CONTENTS: SECTION 03 30 53, MISCELLANEOUS CAST IN PLACE

CONCRETE.

b. Attached sepcifications in DIVISION 04, MASONRY and indicated in the

TABLE OF CONTENTS: SECTION 04 20 00, UNIT MASONRY.

c. Attached sepcifications in DIVISION 05, METALS and indicated in the

TABLE OF CONTENTS: SECTION 05 52 00, METAL RAILINGS.

d. Attached specifications in DIVISION 08, OPENINGS and indicated in the TABLE OF CONTENTS: SECTION 08 11 13, STEEL DOORS AND FRAMES;

SECTION 08 11 16, ALUMINUM DOORS AND FRAMES; SECTION 08 33 23,

OVERHEAD COILING DOORS; SECTION 08 71 00, DOOR HARDWARE; SECTION 08

91 00, METAL WALL LOUVERS.

e. Attached specifications in DIVISION 09, FINISHES indicated in the

TABLE OF CONTENTS: SECTION 09 22 00, SUPPORT FOR PLASTER AND GYPSUM

BOARD; SECTION 09 23 00, GYPSUM PLASTERING; SECTION 09 29 00. GYPSUM

BOARD; SECTION 09 51 00, ACOUSTICAL CEILINGS; SECTION 09 65 00,

RESILIENT FLOORING; SECTION 09 90 00, PAINTS AND COATINGS.

Work shall include, but not limited to:

1.2.3.1 Provide new vinyl tiles floor (12” x 12” x 1/8” thick) grade 1 with rubber base cove as indicated on drawings. Clean, wax and polish all floors.

1.2.3.2 Install new 9’ high gypsum board wall (5/8”, double

sided and/or furring type) with 3-5/8” galvanized steel stud framing support spaced at 16” on new office area, as indicated on drawings. The wall dividing the office area of the warehouse, shall be lined with 1/2” gypsum board panels and anchored to the existing concrete beam system. All perimeter walls shall be blanket insulated, 3-1/2”, R13.

1.2.3.3 Install two (2) exterior hollow metal door including

frame, threshold, heavy duty hinges, heavy duty mortise lock, push bar and door closer (installed in the interior side) for building main entrances as indicated on drawings.

1.2.3.4 Install one (1) interior hollow metal door including

frame, threshold, heavy duty hinges, heavy duty mortise lock, push bar and door closer (installed in the interior side) for office/warehouse area entrance as indicated on drawings.

1.2.3.5 Install three (3) interior wood door including metal

frame, threshold, hinges, mortise lock and offset reinforced narrow lite vision panel as indicated on drawings.

1.2.3.6 Install three (3) interior wood door including metal

frame, threshold, hinges and mortise lock as indicated on drawings.

1.2.3.7 New concrete entrance stairs, including an aluminum

shed, railings and anti-skid stair nosings with abrasive, as indicated on drawings.

1.2.3.8 Paint interior surface walls and ceiling (including

office spaces and warehouse area) as indicated on drawings.

1.2.3.9 Full cleaning, disinfection, restoration and

conditioning of 2” x 2” quarry tile floors at break room area.

1.2.3.10 Install two (2) protective barriers between the new

office space and the existing warehouse, as indicated on drawings.

1.2.3.11 Install a 3’ x 5’ plexiglass vision panel on SSA

office, as indicated on drawings.

1.2.3.12 Install new 2’ x 2’ regular acoustic hung ceiling

system as indicated in drawings. Acoustic ceiling tiles shall be fire proof and anti-mold/mildew type. Ceiling shall be blanket insulated, 3-1/2”, R13

1.2.3.13 Full maintenance, lubrication and restoration

(including but not limited to weatherstrip rubber seal, jambs, locking device and hardware) of the existing coiling doors, as indicated on drawings.

1.2.3.14 Install a complete new coiling door (including but not limited to weatherstrip rubber seal, jambs, locking device and all related hardware) as indicated on drawings.

1.2.3.15 Install new 42” high guard rail to protect new wall

from warehouse area as indicated in drawings.

1.2.3.16 New concrete slab to install VRF condensing units as indicated in drawings.

1.2.3.17 Install new 6’ cyclone fence as indicated in drawings.

Re-use existing entrance gates.

1.2.3.18 Seal selected wall openings with concrete block and

apply cement finish plaster on both sides (interior and exterior), as indicated on drawings. Exterior side shall be painted with a similar paint and color as the existing.

1.2.4 Plumbing Work: Not aplicable.

1.2.5 Mechanical Work: Contractor shall perform all works indicated on drawings in accordance with:

a. Attached specifications in DIVISION 21 FIRE SUPPRESSION SYSTEMS and indicated in the TABLE OF CONTENTS: SECTION 21 13 00.00 40, FIRE

SUPPRESSION SPRINKLER SYSTEMS; SECTION 21 13 13.00 10, WET PIPE

SPRINKLER SYSTEM.

b. Attached sepcifications 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, VIBRATION AND SEISMIC CONTROLS for HVAC PIPING; SECTION 23 05 93, TESTING, ADJUSTING AND BALANCING for HVAC; SECTION 23 07 00, THERMAL INSULATION for MECHANICAL

SYSTEMS; SECTION 23 08 01.00 20, TESTING INDUSTRIAL VENTILATION

SYSTEMS; SECTION 23 09 23, DIRECT DIGITAL CONTROLS for HVAC & OTHER

LOCAL BUILDINGS; SECTION 23 13 00.00 40, FINAL FIRE SUPPRESSION – (ALL

SPECS); SECTION 23 35 19.00 20, INDUSTRIAL VENTILATION AND EXHAUST;

SECTION 23 37 13, DIFFUSERS, REGISTERS AND GRILLES. The Contractor shall provide and install new Air Conditioning System except for bathrooms which shall have a exhaust/ventilation system. All existing air conditioning systems shall be removed and delivered to the Government. All new Air Conditioning Equipment shall labeled ENERGY STAR with a minimum EER = 12 and SEER = 17.

1.2.5.1 Replace HVAC and Controls Systems for the entire

Building 613. The Firm Fixed Build Contract type shall include the existing Building’s mechanical, ventilating and air conditioning system for continual utilization of the existing facility and same use in support of the mission of the U.S Army.

The work is as described herein. The existing single-story building consisting of approximately 2,816 enclosed square feet of cooled area including ventilation for warehouse, break room and bathrooms.

1.2.5.2 The project shall also include some interior renovations and modifications to accommodate the New Designed HVAC System and a new configuration of the office spaces within the building.

1.2.5.3 Work shall include complete design and construction, all materials, labor, supervision, services, equipment and tools required to replace the HVAC system, kitchen and warehouse exhaust/ventilation system and modify mechanical systems for the following construction:

1.2.5.3.1 Selective demolition of the existing air conditioning system, including roof center package units, rooftop package unit, air handling unit and whole ducts. Recycle all possible materials and freon gas.

1.2.5.3.2 Remove, relocate and re-install existing two tons mini split unit.

1.2.5.3.3 Install new variable refrigerant by flow (VRF) air

conditioning system with cooling capacity of 15 tons, as indicated in drawings. Mechanical contractor shall coordinate the path and location of the new refrigerant pipes with Lighting contractor previous to start with the installation of the new Air Conditioning VRF System to avoid conflicts with conduits.

1.2.5.3.4 Install all new VRF air conditioning controls capable to control a minimum of 55% relative humidity, as indicated in drawings. Contractor shall install control systems and sensors capable to read temperatures and humidity by zones.

1.2.5.3.5 Contractor shall perform leak and balancing tests for the new Air Conditioning VRF system and provide a final certification of the work performed by a technical professional as previous established in federal and local codes and standards.

Also, contractor shall perform a leak test for the new fire suppression piping and sprinkler heads.

1.2.5.3.6 Install new refrigerant pipe work.

1.2.5.3.7 Install new closed cell insulation two inches thick for interior and exterior refrigerant pipe.

1.2.5.3.8 Install new drainage piping for Air Conditioning VRF system.

1.2.5.3.9 Install new evaporator’s with 360 degree cassette

type, as indicated in drawings.

1.2.5.3.10 Install new power disconnects for A/C system and

exhaust fans, as indicated in drawings.

1.2.5.3.11 Install new secondary fire suppression pipes, accessories and sprinkler heads from the existing system as indicated in drawings. The fire sprinkler head shall be installed flush to the new hung ceiling. Contractor shall coordinate the path and location of the secondary fire suppression pipes with Air Conditioning and Lighting contractors previous to start with the installation of the new fire suppression secondary piping.

1.2.5.3.12 Install six (6) new 3’ x 3’ aluminum fixed louvers drainable extruded type for warehouse area, as indicated in drawings.

1.2.5.3.13 Install two (2) new wall mounted ventilation fans

(one supply and one exhaust) weather proof and motor enclosed for warehouse area, as indicated in drawings.

1.2.5.3.14 Install new stainless steel kitchen range hood and and exhaust fan. Contractor shall install aluminum wall cap damper with integrated bird screen and their accessories, as indicated in drawings.

1.2.5.3.15 Install two (2) new fourty-eight inches air curtains rated energy star. For mechanical and electrical charasteristics of the equipment, refer to drawings.

1.2.5.3.16 Remove and dispose existing fire suppression

secondary pipes with sprinkler heads. Install new black steel pipe, accessories and supports for secondary connections of the existing fire sprinkler pipes as indicated in drawings.

1.2.5.3.17 Install twenty-two (22) new sprinkler heads polished chrome 0.75 inch diameter as indicated in drawings. Contractor shall provide plastic snap around labels for flow direction in the primary and secondary pipes within the limits of the project and shall identify the sprinkler heads properly in accordance with codes and standards.

1.2.5.3.18 Contractor shall apply a two coats of primer and one coat of paint in red for new black steel secondary piping of the fire suppression system including drop connections.

1.2.5.3.19 Remove and dispose existing secondary black steel

piping system and sprinkler heads as indicated in drawings.

1.2.5.4 Contractor shall provide to the Government for review and approval the installation shop drawings associated to mechanical/ventilation material, equipment and components.

Contractor shall provide at least a minimum of 90% of the “As built” drawings two weeks prior to the Final Inspection.

1.2.5.5 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

1.2.5.6 Implied specifications: When specifications are not

furnished the standards of work shall be IAW Unified Facility Criteria (UFC) and Industry Standards and Unified Facilities Guide Specifications (UFGS).

1.2.5.7 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 and may be current and to scale.

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.

1.2.6 Electrical Work: Contractor shall perform selected Demolition, Disposal and 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 specification DIVISION 26-ELECTRICAL, that includes SECTION 26 00 00.00 20, BASIC

ELECTRICAL MATERIALS AND METHODS; SECTION 26 20 00, INTERIOR

DISTRIBUTION SYSTEM and SECTION 26 51 00, INTERIOR LIGHTING and as follows:

1.2.6.1 Provide all labor, equipment and material to replace

existing lighting system, power system, communications wiring and devices, install new fire protection system, corresponding electrical wiring and conduit required, including any incidental related work, ready for operation. Works will be required only in the remodeled area of the building and not in the complete building, see drawings for reference.

1.2.6.2 Work shall be performed by licensed qualified

electricians.

1.2.6.3 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 Energy and Power Authority (PREPA) and the U.S. Environmental Protection Agency (EPA).

1.2.6.4 Remove and dispose LED lighting fixtures 1’ x 4’ (two tubes per fixture) and one lamp 2’ x 4’ (4 tubes per fixture), including their corresponding conduits and wires, where indicate in drawings. LED tubes and their respective sockets of existing lighting fixtures shall be carefully removed from the lighting fixture prior to disposal, and delivered to the Directorate of Public Works, Fort Buchanan, Operations and Maintenance Division.

1.2.6.5 Remove and dispose existing wall mounted emergency

battery pack as shown in drawings.

1.2.6.6 Remove and dispose lighting toggle switches and power receptacles as shown in drawings.

1.2.6.7 Carefully remove and retain occupancy sensors. Sensors will be re-used on installation works.

1.2.6.8 Remove and dispose related conduits and wire for

equipment to be demolished on items 1.2.6.4 thru 1.2.6.7.

1.2.6.9 Furnish and install new lighting fixtures, type

Lighting Emitting Diode (LED) tubes. Provide plastic label, as per technical specifications, to each lighting fixture indicating circuit number and panelboard where circuit is connected.

1.2.6.10 New interior lighting fixtures shall be T8 equivalent, 2’ x 4’, 3-tubes, 1650 lumens per lamp. Interior lighting fixtures close to exits shall have battery back-up power.

Emergency lighting shall be ceiling type LED, 2’ x 4’, 3-tubes, and 1650 lumens per lamp approximately. All interior lighting fixtures shall be mounted on ceiling tiles.

1.2.6.11 Install LED exit light with battery unit, double face as shown in drawing by the exit doors. When located above exit door use single face. Provide plastic label, as per technical specifications, indicating circuit number and panelboard where circuit is connected.

1.2.6.12 All interior lighting fixtures shall be mounted on

ceiling tiles.

1.2.6.13 Install new passive infrared wall mounted occupancy

toggle switches and ceiling type Dual Technology Passive Infrared PIR motion sensors (occupancy), as indicated on drawings. Re-use two (2) occupancy sensors, ceiling type, retained from demolition works. Provide plastic label, as per technical specifications, indicating circuit number and panelboard where circuit is connected.

1.2.6.14 Install new 120/277 v, 20 amps single, three way and four way, wall mounted, toggle switches dedicated at locations identified at drawings.

1.2.6.15 Switches shall be placed flushed mounted on 2” x 4”

boxes at gypsum board walls. Covers shall be flush with the surface of the gypsum board furring. Conduits shall be installed inside the gypsum board or shall run above false ceiling roof.

1.2.6.16 Install new 3/4” EMT conduit and cable AWG #12, THHN/THWN-2, copper, 600v, stranded for all new lighting circuits shown in drawings.

1.2.6.17 Furnish and install new receptacles and computer

receptacles isolated ground receptacle (IGR) type, 120 v, 20 amps, at locations indicated on drawings. New receptacles shall be ground type. Box covers shall be flush with the surface of the gypsum board furring. Provide plastic label, as per technical specifications, to each receptacle indicating circuit number and panelboard where circuit is connected.

1.2.6.18 Furnish and install one 240v, 50 amps receptacle

dedicated for the range. Contractor may reuse existing conduit.

Install new wire AWG #12, THHN/THWN-2, copper, 600v, stranded.

Use existing circuit slot on panel PA. Install new breaker double pole, 240 v, and 50 amps. Use cable AWG #6, THHN/THWN-2, copper, 600v, stranded for range circuit.

1.2.6.19 Furnish and install 120v, 20 amps ground fault circuit interrupter (GFCI) receptacles at the kitchen area.

1.2.6.20 Furnish and install two 240v, 30 amps receptacles

dedicated for fork lift outside of warehouse. Receptacles shall be GFCI type and weather proof. Use cable AWG #10, THHN/THWN-2, copper, 600v, stranded for these circuit.

1.2.6.21 Furnish and Install two IGR type receptacle 120v, 20 amps receptacles at the warehouse area.

1.2.6.22 Furnish and install two (2) safety switches 120 v, 20 amps, NEMA 1, unfused, three (3) poles for new extractors.

Switches shall be located at the warehouse area.

1.2.6.23 Furnish and install three (3) safety switches 240 v, 30 amps, NEMA 3R, unfused, three (3) poles for new A/C systems.

Switches shall be located outside of communication room. Use cable AWG #10, THHN/THWN-2, copper, 600v, stranded for these circuit. Use flexible liquid tuff type conduit ½” for A/C connections.

1.2.6.24 Install two (2) new circuits AWG #12, THHN/THWN-2, copper, 600v, stranded for air curtains on two (2) different doors. Connect to panel PA.

1.2.6.25 Install new ¾” EMT conduit and cable AWG #12, THWN-2, copper, 600v, stranded for all new power circuit as specified in drawings unless indicated otherwise.

1.2.6.26 Trace all circuits and complete directory indicating circuit number for lighting, power receptacles, equipment, and any other in order to be identified with ease. Hand written directories are not acceptable. Each panelboard shall be labeled on exterior door; also shall be labeled with NFPA warning indicating danger logo of electric shock. Existing conduits and conductors coming from existing Main Distribution Panel (MDP) to each panelboard shall remain and re-used.

1.2.7 Communications System

1.2.7.1 Communications systems cabinet located in “Data Room” shall remain and carefully protected during construction. The Contractor shall submit his plan of protection and his plan to in keep operation including temporary power, for Government evaluation and approval, prior to start construction. Any damage caused to these systems shall be repaired by the contractor at no cost for the Government.

1.2.7.2 Furnish and install 2” x 4” metal boxes for telephone and data, connected to a new 3/4” EMT vertical conduit and extended up to above acoustic ceiling. Metal boxes shall be flush with the surface of the gypsum board furring. Conduits shall be installed inside the gypsum board walls.

1.2.7.3 Drop boxes (communication boxes) will be installed inside of the 2” x 4” metal boxes (item 1.2.7.2) in a separate efforts, by the Network Enterprise Center NEC as same as communication wiring.

1.2.7.4 Metal boxes must be positioned 18” from the floor and located near the electrical IGR receptacle outlets.

1.2.7.5 This work shall be performed in strict coordination with the Network Enterprise Center (NEC) and the DPW Engineering Division, Electrical Engineer.

1.2.7.6 Remove any exposed and unused communication conduit where required.

1.2.7.7 The Contractor shall coordinate a meeting, before work begins, with DPW Electrical Engineer and NEC personnel to discuss construction details.

1.2.8 Electronic Safety and Security Work: Contractor shall perform all work indicated in drawings and in accordance with specification, located at this SOW, DIVISION 28-ELECTRONIC SAFETY AND SECURITY that includes SECTION 28 31 00.00 10, FIRE DETECTION AND ALARM SYSTEM, DIRECT CURRENT LOOP.

1.2.8.1 Furnish and install addressable photoelectric smoke

detectors, manual stations, strobe/light combination, strobe lights and corresponding conduits and wire #18/2 as per equipment manufacturer requirement. Fire alarm conduits and conductors shall be installed above ceiling, and furred in existing walls.

Exposed conduits shall be painted red.

1.2.8.2 New accessory or devices shall be connected to existing Fire Alarm Control Panel FACP and be able to report any fire alarm from building 613 to Fire Department Station, Building 1321. All new equipment and any other accessory required shall be addressable type and fully compatible with the existing FACP and with existing receiver in the Fire Department Station.

1.2.8.3 The technical data of the receiver in the Fire Department Bldg. 1321 can be obtained from: Monaco Enterprises 14820 East Sprague Ave. PO Box 14129, Spokane Valley, WA 99214-0129 Phone 509-926-6277, Fax 509-924-4980. Point of contact Mrs. Toni Stroup.

1.2.8.4 The Contractor shall perform system programming and tests of simulated alarms as required by the Fire Department.

1.2.8.5 Fire alarm system shall be certified by a qualified

technician authorized by the manufacturer of equipment.

1.2.8.6 Fire Alarm system, shall comply with all related NFPA Codes and the American Disability Act (ADA).

1.2.8.7 The Contractor shall develop a complete “As-Built” of final Fire Alarm System as part of the complete set of “As-Built” drawings.

All new conduits shall be installed exposed under roof slab and above acoustic ceiling, and shall be flush with the surface of the gypsum board furring. Receptacle outlet cover plates, toggle switch cover plates and communication outlets boxes shall be installed flush with gypsum board.

Ceiling conduits shall be installed prior to installation of acoustic ceiling; conduits furred in walls shall be installed prior to installation of gypsum board. Fire Alarm conduits shall be red painted for metal, rust inhibitor.

The Contractor shall develop a complete set of electrical “As-Built” drawings to include final connections of each panelboard. 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.

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 at the convenience of the Government and facility users. 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.

Power outages shall be arranged by Contractor for Monday thru Friday or for weekends at the convenience of Government and post facility users. 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.

Panelboards, existing disconnect switches and circuit breakers shall be clearly labeled with plastic labels, duly protected as per technical specifications. Provide also plastic labels, to each cover plate of receptacle, toggle switch, lighting fixture and conductors, indicating circuit number and panelboard where circuit is connected.

1.3 BID SCHEDULE:

1.3.1 BASE BID: See CLIN Section.

1.4 CODES AND STANDARDS

1.4.1 GENERAL:

1.4.1.1 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.

1.4.1.2 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.

1.4.1.3 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.

1.4.2. BASIC REQUIREMENTS:

1.4.2.1 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.

1.4.2.3 Electrical Codes: National Electrical Code, latest

edition, National Electrical Safety Code latest edition, NFPA and National Safety Code.

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

1.4.2.5 Applicable OSHA Standards and Regulations.

1.4.2.6 Uniform Federal Accessibility Standards and ADA

Standards, whichever is stricter.

1.4.3 STRUCTURAL: In addition to the general requirements stated above, structural design and construction will meet the latest editions of the following codes, standards, and specifications:

1.4.3.1 The Aluminum Association, “Specifications for

Aluminum Structures”.

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

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

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

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

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

1.4.3.7 American Welding Society (AWS), “Structural Welding

Code”.

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

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

1.4.3.10 Brick Institute of America (BIA), Recommended

Building Code Requirements for Engineered Brick Masonry”.

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

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

1.4.3.13 National Forest Products Association, “National

Design Specifications for Stress Grade Lumber and Its Fastenings”.

1.4.3.14 Steel Deck Institute (SDI), “Publication 25” and

“Diaphragm Design Manual”.

1.4.3.15 Steel Joist-Institute (SJI), ‘Standard

Specifications, Load Tables and Weight Tables for Steel Joists and Joists Girders”, 40th Edition.

1.4.4 ARCHITECTURAL: In addition to the general requirements stated above, architectural design will meet the latest editions of the following codes, standards, and specifications.

1.4.4.1 The design shall not provide for the physically

handicapped (interior and exterior), in accordance with “Uniform Federal Accessibility Standards” and the Americans with Disabilities Act (ADA), whichever is stricter.

1.4.5 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:

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

1.4.5.2. 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.

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

1.4.5.4 The proposed sprinkler head replacement shall in

compliance with the National Fire Protection Association (NEPA) standards.

1.4.6 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.

1.4.7 FIRE PROTECTION: Fire protection shall be designed in accordance with the Standard Building Code (SBC), NFPA National Fire Codes especially NFPA SOlD (NFC) latest edition as of the date of the contract.

1.4.8 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 for Engineered Brick Masonry’

CDA Copper Development Association 405 Lexington Avenue New York, NY 10017 212-953-7300

CISPI Cast Iron Soil Pipe Institute 1499 Chain Bridge Road McLean, VA 22101 703-827-9177

COE U.S. Army Corps of Engineers 475 Harrison Ave, Ste 202 Panama City, FL 32401 850-763-0717

CRSI Concrete Reinforcing Steel Institute 180 North LaSalle Street Chicago, IL 60601 312-372-5059

CS Commercial Standard of NBS (U.S. Dept. of Commerce) Government Printing Office Washington, DC 20402

DEP Florida Department of Environmental Protection 160 Governmental Center…