Addendum #1.pdf

ADDENDUM #1

September 9, 2014

Re: Harrisburg Area Community College - Gettysburg Campus Mansard Roof Repair & Replacement Solicitation #RFB15-09

From: Eastern PCM, LLC Construction Manager – HACC 645 N. 12th Street, Suite 200 Lemoyne, PA 17043

To: All Planholders

This Addendum is hereby made part of the Plans dated August 22, 2014, and Project Manual dated August 25, 2014 for the above referenced project. The provisions of this Addendum are intended to supplement the provisions of the Plans and Project Manual and/or supersede them where contradictory thereto.

This Addendum contains changes to the requirements of the Plans and Project Manual. Such changes shall be incorporated into the Plans and Project Manual and shall apply to work with the same meaning and force as if they had been included in the original Plans and Project Manual. Where this Addendum modifies a portion of a paragraph or phrase of the Project Manual, the remaining unmodified portion of the paragraph or phrase shall remain in force.

The conditions and terms of the Plans and Project Manual shall govern work described in this Addendum.

Whenever the conditions of work, or the quality or quantity of materials or workmanship are not fully described in this Addendum, the conditions of work etc. included in the Plans and Project Manual for similar items of work shall apply to the work described in this Addendum. If no similar items of work are included in the Plans and Project Manual, the quality of material and workmanship shall be subject to the written acceptance of the Architect.

1.1 PRE-BID MEETING MINUTES

Meeting minutes from the Pre-Bid Meeting held on August 28, 2014 are attached and are a part of this Addendum. In the event of a conflict between the information contained in the Pre-Bid Meeting Notes and the Drawings, Specifications and responses to questions contained in this Addendum, the latter shall take precedence.

1.2 CHANGES TO THE PROJECT MANUAL

A. 00010 - Table of Contents: REPLACE this page in its entirety

ADDENDUM # 1

B. 00410 - Bid Form: REPLACE this page in its entirety

C. 01230 - Alternates: ADD this section in its entirety

D. 01270 - Unit Prices: ADD this section it its entirety

E. 01500 - Temporary Facilities and Controls: REVISE the following sections:

a. 1.5 Submittals: ADD the following paragraph in its entirety:

“C. Within 15 days of the Award of Contract, submit, for Owner’s approval barricade/temporary enclosure plan.”

b. 3.4 Security and Protection Facilities Installation: Article B: ADD the following sub paragraph in its entirety:

“2. At interior locations, barricades shall be constructed at a maximum distance of 4’ from the affected repair location. If a minimum of 6’ free clearance cannot be maintained through the corridor at any location, the work at that location will have to be performed while the building is unoccupied or otherwise coordinated with the Owner.”

F. 07245 - Acrylic Anti-Carbonation Coating: ADD this specification in its entirety

1.3 CHANGES TO THE DRAWINGS

A. Construction Repair Items (CRI): ADD CRI 17 in its entirety. This detail applies to the south end of the main building (all masonry) and the north elevation of the facilities building.

END OF ADDENDUM

Please sign and return this page, via fax, to Eastern PCM, LLC at (717) 233-1666 indicating receipt of this Addendum.

Harrisburg Area Community College - Gettysburg Campus Mansard Roof Repair & Replacement Solicitation #RFB15-09

Addendum #2 has been received.

Company:

Print Company Name

Received By:

Print Name Signature

Date:

Please check one:

We are bidding as a prime contractor We are not bidding We are a sub-contractor

Harrisburg Area Community College Mansard Roof Repair & Replacement Gettysburg Campus Solicitation # RFB15-09

TABLE OF CONTENTS

00010 – 1

SECTION 00010 - TABLE OF CONTENTS

DIVISION 0 – CONTRACT REQUIREMENTS

00100 INVITATION TO BID

00150 INFORMATION FOR BIDDERS

00200 INSTRUCTIONS TO BIDDERS - AIA DOCUMENT A701

00210 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS

00410 BID FORM

00430 BID BOND - AIA DOCUMENT A310

00440 MBE/WBE UTILIZATION

00453 NON-COLLUSION AFFIDAVIT

00500 STANDARD FORM OF AGREEMENT - AIA DOCUMENT A132

00615 PERFORMANCE AND PAYMENT BONDS - AIA DOCUMENT A312

00620 CERTIFICATE OF INSURANCE - AIA DOCUMENT G715

00700 GENERAL CONDITIONS OF THE CONTRACT - AIA DOCUMENT A232

00800 SUPPLEMENTARY GENERAL CONDITIONS

00820 PREVAILING WAGE RATES

DIVISION 1 – GENERAL REQUIREMENTS

01125 SUMMARY OF CONTRACT

01230* ALTERNATES

01250 CONTRACT MODIFICATION PROCEDURES

01270* UNIT PRICES

01290 PAYMENT PROCEDURES

01310 PROJECT MANAGEMENT AND COORDINATION

01320 CONSTRUCTION PROGRESS DOCUMENTATION

01330 SUBMITTAL PROCEDURES

01400 QUALITY REQUIREMENTS

01500 TEMPORARY FACILITIES AND CONTROLS

01500A CONSTRUCTION SIGN DETAILS

01600 PRODUCT REQUIREMENTS

01600A SUBSTITUTION REQUEST – APPENDIX A

01731 CUTTING AND PATCHING

01732 SELECTIVE DEMOLITION

01770 CLOSEOUT PROCEDURES

01781 PROJECT RECORD DOCUMENTS

01782 OPERATION AND MAINTENANCE DATA

01820 DEMONSTRATION AND TRAINING

DIVISION 4 – MASONRY

04900 MASONRY RESTORATION

DIVISION 5 – METALS

05400 COLD-FORMED METAL FRAMING

DIVISION 6 – WOODS AND PLASTICS

06164 GLASS MAT FACED EXTERIOR GYPSUM SHEATHING

TABLE OF CONTENTS

00010 – 2

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

07240 EXTERIOD INSULATION AND FINISH SYSTEMS

07245* DECORATIVE ACRYLIC ANTI-CARBONATION COATING

07410 PERFORMED METAL STANDING SEAM ROOFING

07506 THERMOPLASTIC ROOF SYSTEM RESTORATION

07600 FLASHING AND SHEET METAL

07900 JOINT SEALERSE

DRAWINGS

COVER SHEET

CRI-1 – CRI-3 CONSTRUCTION REPAIR ITEMS

RA-1 – RA-8 ELEVATIONS

RA-9 – RA-17 DETAILS

*Additions issued via Addendum #1 dated September 9, 2014.

END TABLE OF CONTENTS

SECTION 00410 - BID FORM

PROJECT: HACC Gettysburg Campus Mansard Roof Repair & Replacement

BID TO: Harrisburg Area Community College

BID FROM: ___________________________________________________________________

TYPE or PRINT Name and Address of Entity Submitting Bid Here

1. The undersigned BIDDER agrees, if this Bid is accepted, to enter into an agreement with

OWNER, in the form included in the Bidding Documents, to perform and furnish the Work as specified or indicated in the Bidding Documents for the Bid Price and within the Time indicat-ed in this Bid and in accordance with the other terms and conditions of the Bidding Docu-ments.

2. In submitting this Bid, BIDDER represents, acknowledges, and agrees, as more fully set forth in the Agreement, that:

a. This Bid will remain subject to acceptance for 60 days after the date of Bid opening;

b. The Owner has the right to reject this Bid, for it’s convenience. The Owner also reserves to right to allow a Bidder to correct a defect in its Bid provided that correction of the de-fect does not alter the amount of the Bid or the scope of work required under the Bid.

c. BIDDER accepts the provisions of the Instructions and Supplementary Instructions to Bidders regarding disposition of Bid Security;

d. BIDDER will sign and submit the Agreement with the Bonds and other documents re-quired by the Bidding Requirements within 15 days after the date of Owner’s Notice of Award;

e. BIDDER has examined and understands all Bidding Documents.

f. BIDDER has visited site and become familiar with the general, local, and conditions;

and that the Bidder has considered such laws and regulations in determining the cost, progress, performance, and furnishing of the Work for the Project;

g. BIDDER is familiar with federal, state, and local laws and regulations;

h. BIDDER is aware of the general nature of work to be performed by OWNER and others at the Site as such relates to the Work indicated in the Bidding Documents.

i. BIDDER has correlated the information known to BIDDER, information and observa-tions obtained from visits to the site, reports, and drawings identified in the Bidding Documents and additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents;

j. BIDDER does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times and in accordance with the other terms and conditions of the Bidding Documents.

k. This Bid is genuine and not made in the interest of or on behalf of an undisclosed per-son, firm, or corporation and is not submitted in conformity with an agreement or rules of a group, association, organization, or corporation; BIDDER has not directly or indi-rectly induced or solicited another Bidder to submit a false or sham Bid; BIDDER has not solicited or induced a person, firm, or corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself an advantage over another BIDDER or over OWNER.

BID FORM

00410 - 1

l. BIDDER has received the following Addenda receipt of which is hereby acknowledged:

Date/Number Date/Number

BASE BID

3. BIDDER will complete the Work in accordance with the Contract Documents for the following

STIPULATED-SUM BID PRICE:

$ ____________(in words)

$ _________________________________________________________________(in figures)

4. UNIT PRICE

Remove and replace 5/8” OSB sheathing. Per 2’ X 2’ section $ _________________

5. ALTERNATES

Alternate #1 – Roof Panel Replacement (ADD) (DEDUCT) $ ___________________

BIDDER agrees that the Work will be substantially complete and ready for final payment in accord-ance with the General Conditions on or before the dates or within the number of calendar days in-dicated in the Information for Bidders, Section 00150.

SUBMITTED: ________, 20 .

TYPE or PRINT date and time of bid submission Here

**SUBMIT BID FORM AND ALL ATTACHMENTS IN DUPLICATE**

The following attached documents are made a condition of this Bid:

00410 - 2

Attachments:

1. Bid Security - (Required for Base bids equal to or greater than $10,000.00)

2. Non - Collusion Affidavit

3. MBE/WBE Utilization Form

By: When Bidder is an Individual Date:_____________________

(SEAL)

(Legal Name of Contracting Firm Name)

Business Address:

Phone Number: ______________________ Fax: ______________________________

(Signature of Person Authorized to Sign) (Signature of Witness)

(Printed name and Title of Person Authorized to Sign) (Printed name of Witness)

By: When Bidder is a Partnership Date:_____________________

(Legal Name of Contracting Firm Name)

(Signature of Partner Authorized to Sign) (Signature of Witness)

(Printed name of Partner Authorized to Sign) (Printed name of Witness)

(Signature of Partner Authorized to Sign) (Signature of Witness)

(Printed name of Partner Authorized to Sign) (Printed name of Witness)

00410 - 3

By: When Bidder is a Corporation Date:_____________________

(SEAL)

(Legal Name of Corporation)

Incorporated under the laws of : ________________________________________________ ( Printed Name of State)

(Signature of Authorized Officer) (Signature of Corporate Secretary)

(Printed name and Title of Authorized Officer) (Printed name of Corporate Secretary)

By: When Bidder is a Limited Liability Corporation (LLC) Date:_____________________

(Legal Name of Limited Liability Corporation [LLC])

Incorporated under the laws of : ________________________________________________ ( Printed Name of State)

(Signature of Authorized Officer) (Signature of Corporate Secretary)

(Printed name and Title of Authorized Officer) (Printed name of Corporate Secretary)

END OF BID FORM

00410 - 4

ALTERNATES

01230 - 1

SECTION 01230 – ALTERNATES

PART 1 – GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for alternates.

1.3 DEFINITIONS

A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the Bidding Requirements that may be added to or deducted from the Base Bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. The cost or credit for each alternate is the net addition to or deduction from the

Base Bid to incorporate the selected alternate in to the Work. No other adjustments are made to the Base Bid.

1.4 PROCEDURES

A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate.

B. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates.

C. Execute accepted alternates under the same conditions as other work of the Contract.

D. Schedule: A Schedule of Alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve work describe under each alternate.

PART 2 – PRODUCTS – Not Applicable

ALTERNATES

01230 - 2

PART 3 – EXECUTION

3.1 SCHEDULE OF ALTERNATES

A. Alternate # 1 – Roof Panel Replacement

State the amount to remove standing seam metal fascia/mansard roof, underlayment, soffit/ceiling panels and surface mounted lighting fixtures at Arcade ‘C’, as noted in the Bid Documents. Insert amount in appropriate space on the Bid Form.

END SECTION 01230

UNIT PRICES

01270 - 1

SECTION 01270 – UNIT PRICES

PART 1 – GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for unit prices.

B. Related Sections include the following:

1. Division 1 Section “Allowances” for procedures for using unit prices to adjust quantity allowances.

2. Division 1 Section “Contract Modification Procedures” for procedures for submitting and handling Change Orders.

3. Division 1 Section “Quality Requirements” for general testing and inspecting requirements.

1.3 DEFINITIONS

A. Unit price is an amount proposed by bidders, stated on the Bid Form, as a price per unit of measurement for materials or services added to or deducted for the Contract Sum by appropriate modification, if estimated quantities of Work required by the Contract Documents are increased or decreased.

1.4 PROCEDURES

A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead and profit.

B. Measurement and Payment: Refer to individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections.

C. Owner reserves the right to reject Contractor’s measurement of work-in-place that involves use of established unit prices and to have this work measured, at Owner’s expense, by an independent surveyor acceptable to Contractor.

D. List of Unit Prices: A list of unit prices is included in Part 3. Specification Sections contain requirements for materials described under each unit price.

UNIT PRICES

01270 - 2

PART 2 – PRODUCTS – Not Applicable

3.1 LIST OF UNIT PRICES

A. Roof Sheathing Replacement

Remove and replace unsuitable sheathing substrate on the mansard roof. Provide unit cost per 2’x2’ section of 5/8’’ OSB sheathing.

END SECTION 01270

SECTION 07245 - ACRYLIC ANTI-CARBONATION COATING

PART 1 - GENERAL

1.01 RELATED DOCUMENTS

A. General Conditions, Supplemental General Conditions and Division 1 Sections of these specifications apply to the work of this Section.

B. Contractor shall be responsible to coordinate work specified in other sections of the Project Manual with this Section.

C. Related Work specified in other sections of the Specifications includes, but is not limited to the following:

1. Section 03310 – “Concrete Restoration”

2. Section 04900 – “Masonry Restoration”

3. Section 07240 – “Exterior Insulation & Finish Systems”

4. Section 07900 – “Joint Sealers”

1.02 SUMMARY

A. Furnish all labor, materials, tools and equipment as necessary to perform application of Acrylic Anti-Carbonation Coating as shown on drawings and as specified herein.

B. The acrylic anti-carbonation coating shall be a complete system of compatible materials supplied by a single manufacturer to create a continuous, vapor-permeable membrane.

1.03 REFERENCES AND STANDARDS

A. American Society for Testing and Materials (ASTM)

1.04 SUBMITTALS

A. Product Data: Submit three copies to the Architect for approval for all products intended to be installed in the work.

1. Provide manufacturer’s technical data, specifications, application and installation instructions for proprietary materials.

2. Provide quality assurance/control submittals consisting of manufacturer’s letter of approval of applicator and copy of manufacturer’s standard warranty.

ACRYLIC ANTI-CARBONATION COATING

07245 - 1

1.05 QUALITY ASSURANCE

A. Manufacturer qualifications: Company regularly engaged in manufacturing and marketing of products specified in this section.

B. Contractor qualifications: Qualified to perform work specified by reason of experience or training provided by product manufacturer.

C. System recognized for intended use by national and local code agencies.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Deliver products in original factory packaging bearing identification of product, manufacturer, batch number, and expiration date as applicable. Provide Material Safety Data Sheets for each product.

B. Store products in location protected from freezing, damage, construction activity, precipitation and direct sunlight in strict accordance with manufacturer's recommendations.

C. Condition products to approximately 60 to 70 degrees F for use in accordance with manufacturer's recommendations.

D. Handle all products with appropriate precautions and care as stated on Material Safety Data Sheet.

1.07 PROJECT CONDITIONS

A. Use appropriate measures for protection to ensure proper drying and curing conditions in accordance with manufacturer's recommendations if application during inclement weather occurs.

B. Ensure substrate is dry.

C. Protect all adjacent work from contamination due to mixing, handling, and application of preparation and repair products and Acrylic Anti-Carbonation Coating System.

1.08 SEQUENCING

A. The work of this Section shall not commence until the completion of all work related to concrete repairs as specified in other Sections of these specifications.

B. Prior to commencing the work of this Section, a complete inspection of the areas to receive the acrylic anti-carbonation coating shall be conducted to confirm acceptability of the substrates to receive the work of this Section.

07245 - 2

PART 2 – PRODUCTS

2.01 MANUFACTURERS

A. Acceptable Products:

1. Basis of Design: Neocrylic HB Fine, by Neogard/Jones-Blair, Inc.

2. MasterProtect EL 750 Fine, by BASF Chemical Company

3. Approved Equal.

2.02 PERFORMANCE CRITERIA

A. Viscosity: 99 KU when tested in accordance with ASTM D562

B. Weight/Gallon: 12 lbs when tested in accordance with ASTM D1475

C. Solids (Weight): 64.5% when tested in accordance with ASTM D4209

D. Solids (Volume): 49%, calculated.

E. Volatile Organic Compounds (VOC): 50 grams/liter (0.42 lbs./gal) when tested in accordance with EPA Method 24.

F. Water-Vapor Permeance: 15 Perms when tested in accordance with ASTM D1653.

G. Carbon-Dioxide Diffusion: SD less than 100 meters when tested in accordance with PR EN 1062-6.

H. Flash Point: None when tested in accordance with ASTM D3278.

2.03 MATERIALS

A. Primers:

1. Previously Painted, EIFS, Chalky or Porous Concrete Masonry Primer: 7031- 100 water-based acrylic primer.

2. New Concrete, Masonry, and Wood Primer: 3090 Multi-Grip II primer.

3. Ferrous Metal Primer: 33304/99953 Chem-O-Pon Primer or 3090 Multi-Grip II primer.

4. Copper, Aluminum, Lead, ETC. Primer: 188/942 Mist-Coat II primer.

5. Galvanized Metal Primer: 188/942 Mist-Coat II or 3090 Multi-Grip II primer.

B. Block Filler: 3781 block filler, or approved equal.

C. Patching Compound: 7032 Series Neoflex patching compound.

D. Decorative Coating: 7170 Series Neocrylic HB Fine.

E. Sealant: 70991 Series polyurethane sealant or approved equal.

07245 - 3

2.04 ACCESSORIES

A. Miscellaneous materials shall be approved by the manufacturers of the decorative concrete and masonry coating. All materials used shall be applied in accordance with its manufacturer’s recommendations.

2.05 MIXES

A. In multi-pail applications, mix contents of each new pail into partially used pail to ensure that color consistency and a smooth transition from pail to pail.

3.01 EXAMINATION

A. Concrete: Verify that the work done under other sections of these specifications meet the following requirements:

1. Concrete is free of ridges and sharp projections.

2. New concrete should be cured for a minimum of 28 days. Water-cured treatment of concrete is preferred. Resin or wax based curing compound should not be used. Non-compatible curing agents must be removed prior to application.

3. All loose concrete or mortar is removed.

4. Damaged areas of concrete, including bug holes, voids and air pockets, should be repaired using a cement based patching compound.

B. Masonry (Brick, Low Density Block, Cinder Block, Stucco): Verify that the work done under other sections of these specifications meets the following requirements:

1. New masonry should be allowed to dry for a minimum of 28 days.

2. Mortar joints are sound and without voids.

3. Defective mortar or stucco areas should be repaired using a cement based patching compound.

C. Exterior Insulation and Finish System (EIFS):

1. Surface should be clean and free of grease and contaminants.

2. Caulk joints should be checked, primed and recaulked with sealant.

3. Defective areas should be repaired following EIFS manufacturers specified repair procedure.

07245 - 4

3.02 PREPARATION

A. Protection:

1. The overspray from spraying decorative concrete and masonry coating materials can carry considerable distances and care should be taken to do the following:

a. Post warning signs a minimum of 100 feet from the work area.

b. Cover all intake vents near the work area.

c. Set up wind breaks when needed.

d. Minimize or exclude all personnel not directly involved with the coating application.

e. Provide adequate ventilation.

B. Surface Preparation:

1. Cleaning: Surfaces should be clean and free of oil or grease. All loose materials and foreign matter should be removed from the substrate. All mildew and algae must be removed from the substrate with a solution of one tablespoon of Tri-Sodium Phosphate and two pints of liquid bleach in one gallon of water (0.125 to 0.25 liters per liter). Rinse thoroughly with clear water. Surfaces should be pressure washed and allowed to thoroughly dry prior to application.

2. Block Filler: Porous block surfaces should be filled smooth using 3781 block filler at a rate of two gallons per 100 square feet or until smooth.

3. Crack and Cold Joints: Visible hairline cracks (up to 1/16” in width) in masonry should be pretreated with a detail application of 7032 patching compound.

Large cracks and construction joints should be sealed with 70991 series sealant. Sealant shall be applied to inside area of crack only. Detail sealed cracks with a liberal application of 7032 patching compound. “Reemay” type spun polyester fabric may be incorporated into the details for added reinforcement.

4. Control Joints: Seal secondary control joints with 70991 series sealant.

3.03 APPLICATION

A. Primer:

1. Chalky or porous concrete/masonry surfaces should be primed with 7031-100 water-based acrylic primer at a rate of 150-350 square feet per gallon.

2. Previously painted surfaces should be primed with 7031-100 water-based acrylic primer at a rate of 175-400 square feet per gallon.

07245 - 5

3. EIFS should be primed with 7031-100 water-based acrylic primer at a rate of 150-300 square feet per gallon.

4. New concrete, masonry and wood surfaces should be primed with 3090 Multi- Grip II primer at a rate of 100-400 square feet per gallon.

5. Ferrous metal should be clean and rust free. Prime using 33304/99953 Chem- O-Pon or 3090 Multi-Grip II primer at a rate of 200-300 square feet per gallon.

6. Copper, Aluminum, Lead, etc. should be primed with 188/942 Mist-Coat II primer at a rate of 400-500 square feet per gallon.

7. Galvanized metal should be solvent-wiped and primed with 188/942 Mist-Coat II primer at a rate of 400-500 square feet per gallon.

B. Decorative Concrete and Masonry Coating: Mix Neocrylic HB at slow speed with drill and mixing paddle to ensure uniform color and aggregate disbursement and to minimize air entrapment.

1. Neocrylic HB is meant to be applied as a two-coat system, achieving a total dry-film thickness (DFT) of 12 – 16 mils. Apply Neocrylic HB by brush, spray, roller or spray-and-backroll. Spray apply Neocrylic HB coarse for best results.

Maintain proper uniform wet-film thickness (WFT) during application to ensure the performance characteristics desired. Always work to a natural break and maintain a wet edge during application. For uniformity of color and texture, application techniques must be consistent throughout the project. Inconsistent application techniques will produce texture or color variations.

2. Roller: Use a quality ½” – 1 ¼” nap roller cover (lamb’s wool preferred).

Completely saturate the roller and keep it loaded with the coating to build the required mils. Never dry roll. Roll the coating in a consistent fanlike pattern to achieve uniform thickness and maintain a wet edge. Backroll in one direction as stroke variations may result in uneven color and texture.

3. Brush: Application by brush is recommended only for small inaccessible areas, e.g., on touch-ups. Use a nylon brush only.

4. Spray: Equipment is available for spraying all grades of Neocrylic HB. For fine and coarse textures, it is necessary to use a heavy-duty sprayer designed for the application of coatings that contain texture. Gun pressure should be around 30 psi. Backrolling after spray application is strongly recommended to achieve uniform texture and film thickness.

3.04 CLEANING

A. Remove wet adhesives, base coats and finish products from equipment and tools with water. Remove dried materials mechanically.

B. Clean up and properly dispose of all debris remaining on job site related to application.

END OF SECTION

07245 - 6

HACC – GETTYSBURG CAMPUS

CONSTRUCTION REPAIR ITEMS

GENERAL: THE CONSTRUCTION NOTES IDENTIFIED BELOW ARE INTENDED TO PROVIDE A

WRITTEN SUMMARY OF THE BUILDING ENVELOPE REPAIR SCOPE. THEY ARE NOT INTENDED TO

DICTATE A SPECIFIC REPAIR SEQUENCE, WHICH IS CONSIDERED “MEANS AND METHODS” AND IS

THE GENERAL CONTRACTOR’S RESPONSIBILITY TO ESTABLISH. REMOVAL AND REINSTALLATION

OF ANCILLARY WALL MOUNTED ITEMS AS NEEDED, ARE INCLUDED IN THE SCOPE OF WORK EVEN

THOUGH NOT SPECIFICALLY NOTED.

REMOVE COATING FROM EXISTING MASONRY USING GEL COATING REMOVER

SPECIFICALLY FORMULATED TO REMOVE HIGH-STRENGTH COATINGS AND OF NUETRAL

PH SO AS NOT TO REQUIRE NUETRALIZING WASH AFTER USE. TUCK POINT EXPOSED

MORTAR JOINTS AND REPAIR ANY CRACKS AS NEEDED. REPLACE DETERIORATED

SEALANT A VERTICAL EXPANSION/CONTROL JOINTS WITH NEW SEALANT/BACKER ROD.

APPLY PRIMER FOLLOWED BY TWO COATS OF A VAPOR-PERMEABLE ELASTOMERIC ANTI-

CARBONATION COATING.