S-12-0004 Attachment 1C AIA Specs.pdf

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DESERT VIEW OVERLOOK REHABILITATION SMNRA
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AG-0261-S-12-0004
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AIA

SPECIFICATIONS

USDA Forest Service, R-4 Desert View Overlook Rehabilitation Project

PIPE AND TUBE RAILINGS 055213 - 1

SECTION 055213 - PIPE AND TUBE RAILINGS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: Steel pipe railings.

1.2 SUBMITTALS

A. Product Data: For the following:

1. Railing brackets.

2. Grout, anchoring cement, and paint products.

B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.

C. Samples: For each type of exposed finish required.

PART 2 - PRODUCT

2.1 METALS, GENERAL

A. Brackets, Flanges, and Anchors: Cast or formed metal of same type of material and finish as supported rails unless otherwise indicated.

2.2 STEEL AND IRON

A. Recycled Content of Steel Products: Provide products with average recycled content of steel products so postconsumer recycled content plus one-half of preconsumer recycled content is not less than 25 percent.

B. Pipe: ASTM A 53/A 53M, Type F or Type S, Grade A, Standard Weight (Schedule 40), unless another grade and weight are required by structural loads.

C. Plates, Shapes, and Bars: ASTM A 36/A 36M.

2.3 MISCELLANEOUS MATERIALS

A. Fasteners: Provide the following:

1. Hot-Dip Galvanized Railings: Type 304 stainless-steel or hot-dip zinc-coated steel fasteners complying with ASTM A 153/A 153M or ASTM F 2329 for zinc coating.

B. Post-Installed Anchors: Torque-controlled expansion anchors or chemical anchors capable of sustaining, without failure, a load equal to six times the load imposed when installed in unit masonry and four times the load imposed when installed in concrete, as determined by testing according to ASTM E 488, conducted by a qualified independent testing agency.

PIPE AND TUBE RAILINGS 055213 - 2

C. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded.

D. Etching Cleaner for Galvanized Metal: Complying with MPI#25.

E. Galvanizing Repair Paint: High-zinc-dust-content paint complying with SSPC-Paint 20 and compatible with paints specified to be used over it.

F. Shop Primer for Galvanized Steel: Cementitious galvanized metal primer complying with

MPI#26.

G. Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187.

H. Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for interior and exterior applications.

2.4 FABRICATION

A. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of approximately 1/32 inch unless otherwise indicated. Remove sharp or rough areas on exposed surfaces.

B. Form work true to line and level with accurate angles and surfaces.

C. Welded Connections: Cope components at connections to provide close fit, or use fittings designed for this purpose. Weld all around at connections, including at fittings.

1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals.

2. Obtain fusion without undercut or overlap.

3. Remove flux immediately.

4. At exposed connections, finish exposed surfaces smooth and blended so no roughness shows after finishing and welded surface matches contours of adjoining surfaces.

D. Form changes in direction by bending or by inserting prefabricated elbow fittings.

E. Bend members in jigs to produce uniform curvature without buckling or otherwise deforming exposed surfaces.

F. Close exposed ends of railing members with prefabricated end fittings.

G. Perforated-Metal Infill Panels: Fabricate infill panels from perforated metal made from steel the same metal as railings in which they are installed, with pattern perpendicular to top rail.

2.5 STEEL AND IRON FINISHES

A. Galvanized Railings:

1. Hot-dip galvanize exterior steel and iron railings, including hardware, after fabrication.

2. Hot-dip galvanize indicated steel and iron railings, including hardware, after fabrication.

3. Comply with ASTM A 123/A 123M for hot-dip galvanized railings.

4. Comply with ASTM A 153/A 153M for hot-dip galvanized hardware.

PIPE AND TUBE RAILINGS 055213 - 3

B. Preparing Galvanized Railings for Shop Priming: After galvanizing, thoroughly clean railings of grease, dirt, oil, flux, and other foreign matter, and treat with etching cleaner.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Set railings accurately in location, alignment, and elevation; measured from established lines and levels and free of rack.

1. Do not weld, cut, or abrade surfaces of railing components that have been coated or finished after fabrication and that are intended for field connection by mechanical or other means without further cutting or fitting.

2. Set posts plumb within a tolerance of 1/16 inch in 3 feet.

3. Align rails so variations from level for horizontal members and variations from parallel with rake of steps and ramps for sloping members do not exceed 1/4 inch in 12 feet.

B. Anchor posts in concrete by inserting into preset metal pipe sleeves and grouting annular space.

3.2 ADJUSTING AND CLEANING

A. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing to comply with ASTM A 780.

END OF SECTION 055213

EXTERIOR PAINTING 099113 - 1

USDA FOREST SERVICE, R-4

DESERT VIEW OVERLOOK REHABILITATION

SECTION 099113 - EXTERIOR PAINTING

PART 1 - GENERAL

1.1 SUMMARY: This Section includes surface preparation and the application of paint systems on the following exterior substrates:

1. Galvanized metal.

1.2 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Samples: For each finish and for each color and texture required.

C. Product List: Printout of current "MPI Approved Products List" for each product category specified in Part 2, with the proposed product highlighted.

1.3 QUALITY ASSURANCE

A. MPI Standards:

1. Products: Complying with MPI standards indicated and listed in "MPI Approved

Products List."

2. Preparation and Workmanship: Comply with requirements in "MPI Contracting

Officer’s Representativeural Painting Specification Manual" for products and paint systems indicated.

B. Mockups: Apply benchmark samples of each paint system indicated and each color and finish selected to verify preliminary selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution.

1. Contracting Officer’s Representative will select one surface to represent surfaces and conditions for application of each paint system specified in Part 3.

a. Other Items: Contracting Officer’s Representative will designate items or areas required.

2. Final approval of color selections will be based on benchmark samples.

a. If preliminary color selections are not approved, apply additional benchmark samples of additional colors selected by Contracting Officer’s Representative at no added cost to Owner.

1.4 EXTRA MATERIALS

A. Furnish extra materials described below that are from same production run (batch mix) as materials applied and that are packaged for storage and identified with labels describing contents.

EXTERIOR PAINTING 099113 - 2

1. Quantity: Furnish an additional 5 percent, but not less than 1 gal. of each material and color applied.

PART 2 - PRODUCTS

2.1 PAINT, GENERAL

A. Material Compatibility:

1. Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience.

2. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated.

B. Colors: As selected by Contracting Officer’s Represenative from manufacturer's full range.

2.2 METAL PRIMERS

A. Cementitious Galvanized-Metal Primer: MPI #26.

2.3 EXTERIOR LATEX PAINTS

A. Exterior Latex (Semigloss): MPI #11 (Gloss Level 5).

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of work.

B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows:

1. Concrete: 12 percent.

2. Masonry (Clay and CMU): 12 percent.

3. Wood: 15 percent.

4. Plaster: 12 percent.

5. Gypsum Board: 12 percent.

C. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers.

D. Begin coating application only after unsatisfactory conditions have been corrected and surfaces are dry.

1. Beginning coating application constitutes Contractor's acceptance of substrates and conditions.

EXTERIOR PAINTING 099113 - 3

3.2 PREPARATION AND APPLICATION

A. Comply with manufacturer's written instructions and recommendations in "MPI Contracting Officer’s Representativeural Painting Specification Manual" applicable to substrates and paint systems indicated.

B. Clean substrates of substances that could impair bond of paints, including dirt, oil, grease, and incompatible paints and encapsulants.

1. Remove incompatible primers and reprime substrate with compatible primers as required to produce paint systems indicated.

C. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks.

D. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Contracting Officer’s Representative, and leave in an undamaged condition.

E. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces.

3.3 EXTERIOR PAINTING SCHEDULE

A. Galvanized-Metal Substrates:

1. Latex System:

a. Prime Coat: Cementitious galvanized-metal primer, MPI #134.

b. Intermediate Coat: Exterior latex matching topcoat.

c. Topcoat: Exterior latex Semi-gloss, MPI #11.

END OF SECTION 099113

EXTERIOR PAINTING 099113 - 4

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specs1.pdf
010100 summary of work.pdf
Provide temporary barriers to protect existing trees and plants and root zones.
Do not remove, injure, or destroy trees or other plants without prior approval. Consult with CO and remove agreed-on roots and branches that interfere with construction.
Do not fasten ropes, cables, or guys to existing trees.
Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.
Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.
Interruption of Existing Utility Service: Notify CO, 48 hours in advance of any interruption of existing utilities.
010120 geotechnical work.pdf
Prepare a Geotechnical Investigation and Engineering Report.
Prepare preliminary site design layout to include two (2) retaining wall options with cost estimate.
Provide the final design including Plans, Specifications, Cost Estimate and Calculations for all aspects of the retaining wall.
Four copies, bound, of the completed Geotechnical Engineering Report with all appropriate attachments, maps, drawings and appendices in paper (hard copy) format.
The report shall bear the stamp and seal by the responsible engineer(s).
Provide the completed design drawings in electronic (.pdf) format, 11”x 17” sheets, for review.
AASHTO - A Policy on Geometric Design of Highways and Streets.
USDOT FHA - Manual on Uniform Traffic Control Devices.
AASHTO - Specifications for Highway Bridges.
Standard Specifications for the Construction of Roads and Bridges on Federal Highway Projects, FP-03, Uhttp://www.wfl.fhwa.dot.gov/design/specs/fp03.htmU.
Nevada Department of Transportation Standard Specifications and Clark County Transportation Specifications.
Electronic Copy of drawing title block
010250 constr staking.pdf
Roads, parking lots, and parking spurs -Orange
Waterlines, utilities, and culverts -Blue
Family Units, group units, stairs, and paths -Red
Buildings, excavation and grading -Yellow
Tent pads -Blue/White Striped
Minimum position close; 1/1000
Vertical closure: 0.05 ft (vertical)/station (100 feet horizontal)
Cross section and slope stake precision:
Slope stakes (cut and fill catch points), clearing limits, and slope stake references shall be established on both sides of the centerline at each station established. Slope stakes and slope stake references shall be located on a line at right angles...
Slope stakes shall be set at 50-foot intervals, at significant breaks in the ground profile, culvert locations, and widening transition points. Slope stakes shall be set at 25 foot intervals around curves having a radius less than 100 feet.
Slope stakes (cut and fill catch points), clearing limits, and slope stake references shall be established on both sides of the centerline at each station established. Slope stakes and slope stake references shall be located on a line at right angles...
Slope stakes shall be set at 10-foot intervals, at significant breaks in the ground profile, culvert locations, and widening transition points.
Slope stakes and slope reference stakes shall be set at all drainage structure locations. A culvert reference stake and hub shall be set on the centerline of the culvert 10 feet from each end or beyond the clearing limit, whichever is greater. The f...
011900 mobilization.pdf
Bond premiums will be reimbursed after receipt of the evidence of payment.
50% of the lump sum, not to exceed 5% of the original contract amount, will be paid following completion of 5% of the original contract amount not including mobilization and bond premiums.
Payment of the remaining portion of the lump sum, up to 10% of the original contract amount, will be paid following completion of 10% of the original contract amount not including mobilization and bond premiums.
Any portion of the lump sum in excess of 10% of the original contract amount will be paid after final acceptance.
Progress payments for mobilization and preparatory work shall be subject to retainage.
013300 submittals.pdf
Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.
Initial Review: Allow 14 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed fo...
If intermediate submittal is necessary, process it in same manner as initial submittal.
Allow 14 days for processing each re-submittal.
No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.
Indicate name of firm or entity that prepared each submittal on label or title block.
Provide a space on label or beside title block to record Contractor's review and approval markings and action taken by CO.
Include the following information on label for processing and recording action taken:
Number of Copies: Submit three copies of each submittal, unless otherwise indicated. CO will return two copies. Mark up and retain one returned copy as a Project Record Document.
If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.
Mark each copy of each submittal to show which products and options are applicable.
Include the following information, as applicable:
Preparation: Include the following information, as applicable:
Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.
Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.
Number of Copies: Submit three copies of each submittal, unless otherwise indicated. CO will not return copies.
Certificates and Certifications: Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.
Test and Inspection Reports: Comply with requirements in Section 014100 "Quality Control."
Complete technical data including drawings, complete performance specifications, test data, samples and performance tests of the article proposed for substitution. Submit additional information if required by Contracting Officer. All items in the ab...
Similar data as above for item originally specified. All items shall be marked to identify where/how the proposed substitution will differ.
A statement by the Contractor that the proposed substitution is in full compliance with the contract documents, applicable codes, and laws.
The Contractor shall be responsible for any effect upon related work in the project for any substitution and shall pay any additional costs generated by any substitutions.
014100 quality control.pdf
Testing agency will interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents.
Testing agency will re-test and re-inspect corrected work.
If the plan requires any revisions or corrections, the Contractor shall resubmit the plan within 10 days.
The Government reserves the right to require changes in the plan during the contract period as necessary.
No change in the approved plan may be made without written concurrence by the Contracting Officer.
At a minimum, the plan shall include the following:
Date of issue.
Project title and number.
Name, address, and telephone number of testing agency.
Dates and locations of samples, tests, or inspections.
Names of individuals performing tests and inspections.
Reference Specification Section(s).
Complete test or inspection data.
Test and inspection results and an interpretation of test results.
Ambient conditions at time sample was taken, tested, or inspected.
Comments or professional opinion on whether tested or inspected work complies with the Contract Document requirements.
Name and signature of laboratory inspector.
Recommendations on retesting and reinspecting.
015100 temporary traffic control.pdf
Furnish and install traffic control and safety devices before the start of construction operations.
Install only those traffic control and safety devices needed for each stage or phase.
Relocate temporary traffic control devices as necessary.
Immediately replace any device that is lost, stolen, destroyed, or inoperative.
Keep temporary traffic control and safety devices clean.
Remove all temporary traffic control devices upon contract completion or when approved.
Perform the work described under MUTCD Part VI. Use type III or IV reflective sheeting. Use wood, metal, or plastic barricades. When type II barricades are used, use barricades that collapse when tipped over.
Use type III or IV reflective sheeting. Use wood, metal, fiberglass, or other approved posts.
Specifications for Desert View.pdf
032000-CONCRETE REINFORCEMENT.pdf
CONCRETE REINFORCEMENT
321123-BASE COURSE.pdf
SECTION 321123
BASE COURSE
321613-CURBS,GUTTERS, DRIVE APRONS AND WALKS.pdf
SECTION 321613
055213-PIPE AND TUBE RAILINGS.pdf
GENERAL
SUMMARY
Section Includes: Steel pipe railings.
PERFORMANCE REQUIREMENTS
Delegated Design: Design railings, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated.
Structural Performance: Railings shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated:
Handrails and Top Rails of Guards:
Uniform load of 50 lbf/ ft. applied in any direction.
Concentrated load of 200 lbf applied in any direction.
Uniform and concentrated loads need not be assumed to act concurrently.
Infill of Guards:
Concentrated load of 50 lbf applied horizontally on an area of 1 sq. ft.
Infill load and other loads need not be assumed to act concurrently.

Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials.

SUBMITTALS
Product Data: For the following:
Railing brackets.
Grout, anchoring cement, and paint products.
Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.
Samples: For each type of exposed finish required.
Delegated-Design Submittal: For installed products indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation.
Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, according to ASTM E 894 and ASTM E 935.
PRODUCTS
MANUFACTURERS
Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
Steel Pipe and Tube Railings:
Pisor Industries, Inc.
Wagner, R & B, Inc.; a division of the Wagner Companies.
METALS, GENERAL
Brackets, Flanges, and Anchors: Cast or formed metal of same type of material and finish as supported rails unless otherwise indicated.
STEEL AND IRON
Recycled Content of Steel Products: Provide products with average recycled content of steel products so postconsumer recycled content plus one-half of preconsumer recycled content is not less than 25 percent.
Pipe: ASTM A 53/A 53M, Type F or Type S, Grade A, Standard Weight (Schedule 40), unless another grade and weight are required by structural loads.
Plates, Shapes, and Bars: ASTM A 36/A 36M.
MISCELLANEOUS MATERIALS
Fasteners: Provide the following:
Hot-Dip Galvanized Railings: Type 304 stainless-steel or hot-dip zinc-coated steel fasteners complying with ASTM A 153/A 153M or ASTM F 2329 for zinc coating.
Post-Installed Anchors: Torque-controlled expansion anchors or chemical anchors capable of sustaining, without failure, a load equal to six times the load imposed when installed in unit masonry and four times the load imposed when installed in concre...
Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded.
Etching Cleaner for Galvanized Metal: Complying with MPI#25.
Galvanizing Repair Paint: High-zinc-dust-content paint complying with SSPC-Paint 20 and compatible with paints specified to be used over it.
Shop Primer for Galvanized Steel: Cementitious galvanized metal primer complying with MPI#26.
Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187.
Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for interior and exterior applications.
FABRICATION
Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of approximately 1/32 inch unless otherwise indicated. Remove sharp or rough areas on exposed surfaces.
Form work true to line and level with accurate angles and surfaces.
Welded Connections: Cope components at connections to provide close fit, or use fittings designed for this purpose. Weld all around at connections, including at fittings.
Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals.
Obtain fusion without undercut or overlap.
Remove flux immediately.
At exposed connections, finish exposed surfaces smooth and blended so no roughness shows after finishing and welded surface matches contours of adjoining surfaces.
Form changes in direction by bending or by inserting prefabricated elbow fittings.
Bend members in jigs to produce uniform curvature without buckling or otherwise deforming exposed surfaces.
Close exposed ends of railing members with prefabricated end fittings.
Perforated-Metal Infill Panels: Fabricate infill panels from perforated metal made from steel the same metal as railings in which they are installed, with pattern perpendicular to top rail.
STEEL AND IRON FINISHES
Galvanized Railings:
Hot-dip galvanize exterior steel and iron railings, including hardware, after fabrication.
Hot-dip galvanize indicated steel and iron railings, including hardware, after fabrication.
Comply with ASTM A 123/A 123M for hot-dip galvanized railings.
Comply with ASTM A 153/A 153M for hot-dip galvanized hardware.

Preparing Galvanized Railings for Shop Priming: After galvanizing, thoroughly clean railings of grease, dirt, oil, flux, and other foreign matter, and treat with etching cleaner.

EXECUTION
INSTALLATION
Set railings accurately in location, alignment, and elevation; measured from established lines and levels and free of rack.
Do not weld, cut, or abrade surfaces of railing components that have been coated or finished after fabrication and that are intended for field connection by mechanical or other means without further cutting or fitting.
Set posts plumb within a tolerance of 1/16 inch in 3 feet.
Align rails so variations from level for horizontal members and variations from parallel with rake of steps and ramps for sloping members do not exceed 1/4 inch in 12 feet.

Anchor posts in concrete by inserting into preset metal pipe sleeves and grouting annular space.

ADJUSTING AND CLEANING
Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing to comply with ASTM A 780.
099113-EXTERIOR PAINTING.pdf
GENERAL
SUMMARY: This Section includes surface preparation and the application of paint systems on the following exterior substrates:
Galvanized metal.
SUBMITTALS
Product Data: For each type of product indicated.
Samples: For each finish and for each color and texture required.
Product List: Printout of current "MPI Approved Products List" for each product category specified in Part 2, with the proposed product highlighted.
QUALITY ASSURANCE
MPI Standards:
Products: Complying with MPI standards indicated and listed in "MPI Approved Products List."
Preparation and Workmanship: Comply with requirements in "MPI Architectural Painting Specification Manual" for products and paint systems indicated.
Mockups: Apply benchmark samples of each paint system indicated and each color and finish selected to verify preliminary selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution.
Architect will select one surface to represent surfaces and conditions for application of each paint system specified in Part 3.
Other Items: Architect will designate items or areas required.
Final approval of color selections will be based on benchmark samples.
If preliminary color selections are not approved, apply additional benchmark samples of additional colors selected by Architect at no added cost to Owner.
EXTRA MATERIALS
Furnish extra materials described below that are from same production run (batch mix) as materials applied and that are packaged for storage and identified with labels describing contents.
Quantity: Furnish an additional 5 percent, but not less than 1 gal. of each material and color applied.
PRODUCTS
PAINT, GENERAL
Material Compatibility:
Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience.
For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated.

Colors: As selected by Architect from manufacturer's full range.

METAL PRIMERS
Cementitious Galvanized-Metal Primer: MPI #26.
EXTERIOR LATEX PAINTS
Exterior Latex (Semigloss): MPI #11 (Gloss Level 5).
EXECUTION
EXAMINATION
Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of work.
Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows:
Concrete: 12 percent.
Masonry (Clay and CMU): 12 percent.
Wood: 15 percent.
Plaster: 12 percent.
Gypsum Board: 12 percent.
Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers.
Begin coating application only after unsatisfactory conditions have been corrected and surfaces are dry.
Beginning coating application constitutes Contractor's acceptance of substrates and conditions.
PREPARATION AND APPLICATION
Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates and paint systems indicated.
Clean substrates of substances that could impair bond of paints, including dirt, oil, grease, and incompatible paints and encapsulants.
Remove incompatible primers and reprime substrate with compatible primers as required to produce paint systems indicated.
Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks.
Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition.
At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces.
EXTERIOR PAINTING SCHEDULE
Galvanized-Metal Substrates:
Latex System:
Prime Coat: Cementitious galvanized-metal primer, MPI #134.
Intermediate Coat: Exterior latex matching topcoat.
Topcoat: Exterior latex Semi-gloss, MPI #11.
Final_Specifications_Booklet_9-16.pdf
032000-CONCRETE REINFORCEMENT.pdf
CONCRETE REINFORCEMENT
321123-BASE COURSE.pdf
SECTION 321123
BASE COURSE
321613-CURBS,GUTTERS, DRIVE APRONS AND WALKS.pdf
SECTION 321613
055213-PIPE AND TUBE RAILINGS.pdf
GENERAL
SUMMARY
Section Includes: Steel pipe railings.
PERFORMANCE REQUIREMENTS
Delegated Design: Design railings, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated.
Structural Performance: Railings shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated:
Handrails and Top Rails of Guards:
Uniform load of 50 lbf/ ft. applied in any direction.
Concentrated load of 200 lbf applied in any direction.
Uniform and concentrated loads need not be assumed to act concurrently.
Infill of Guards:
Concentrated load of 50 lbf applied horizontally on an area of 1 sq. ft.
Infill load and other loads need not be assumed to act concurrently.

Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials.

SUBMITTALS
Product Data: For the following:
Railing brackets.
Grout, anchoring cement, and paint products.
Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.
Samples: For each type of exposed finish required.
Delegated-Design Submittal: For installed products indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation.
Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, according to ASTM E 894 and ASTM E 935.
PRODUCTS
MANUFACTURERS
Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:
Steel Pipe and Tube Railings:
Pisor Industries, Inc.
Wagner, R & B, Inc.; a division of the Wagner Companies.
METALS, GENERAL
Brackets, Flanges, and Anchors: Cast or formed metal of same type of material and finish as supported rails unless otherwise indicated.
STEEL AND IRON
Recycled Content of Steel Products: Provide products with average recycled content of steel products so postconsumer recycled content plus one-half of preconsumer recycled content is not less than 25 percent.
Pipe: ASTM A 53/A 53M, Type F or Type S, Grade A, Standard Weight (Schedule 40), unless another grade and weight are required by structural loads.
Plates, Shapes, and Bars: ASTM A 36/A 36M.
MISCELLANEOUS MATERIALS
Fasteners: Provide the following:
Hot-Dip Galvanized Railings: Type 304 stainless-steel or hot-dip zinc-coated steel fasteners complying with ASTM A 153/A 153M or ASTM F 2329 for zinc coating.
Post-Installed Anchors: Torque-controlled expansion anchors or chemical anchors capable of sustaining, without failure, a load equal to six times the load imposed when installed in unit masonry and four times the load imposed when installed in concre...
Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded.
Etching Cleaner for Galvanized Metal: Complying with MPI#25.
Galvanizing Repair Paint: High-zinc-dust-content paint complying with SSPC-Paint 20 and compatible with paints specified to be used over it.
Shop Primer for Galvanized Steel: Cementitious galvanized metal primer complying with MPI#26.
Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187.
Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for interior and exterior applications.
FABRICATION
Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of approximately 1/32 inch unless otherwise indicated. Remove sharp or rough areas on exposed surfaces.
Form work true to line and level with accurate angles and surfaces.
Welded Connections: Cope components at connections to provide close fit, or use fittings designed for this purpose. Weld all around at connections, including at fittings.
Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals.
Obtain fusion without undercut or overlap.
Remove flux immediately.
At exposed connections, finish exposed surfaces smooth and blended so no roughness shows after finishing and welded surface matches contours of adjoining surfaces.
Form changes in direction by bending or by inserting prefabricated elbow fittings.
Bend members in jigs to produce uniform curvature without buckling or otherwise deforming exposed surfaces.
Close exposed ends of railing members with prefabricated end fittings.
Perforated-Metal Infill Panels: Fabricate infill panels from perforated metal made from steel the same metal as railings in which they are installed, with pattern perpendicular to top rail.
STEEL AND IRON FINISHES
Galvanized Railings:
Hot-dip galvanize exterior steel and iron railings, including hardware, after fabrication.
Hot-dip galvanize indicated steel and iron railings, including hardware, after fabrication.
Comply with ASTM A 123/A 123M for hot-dip galvanized railings.
Comply with ASTM A 153/A 153M for hot-dip galvanized hardware.

Preparing Galvanized Railings for Shop Priming: After galvanizing, thoroughly clean railings of grease, dirt, oil, flux, and other foreign matter, and treat with etching cleaner.

EXECUTION
INSTALLATION
Set railings accurately in location, alignment, and elevation; measured from established lines and levels and free of rack.
Do not weld, cut, or abrade surfaces of railing components that have been coated or finished after fabrication and that are intended for field connection by mechanical or other means without further cutting or fitting.
Set posts plumb within a tolerance of 1/16 inch in 3 feet.
Align rails so variations from level for horizontal members and variations from parallel with rake of steps and ramps for sloping members do not exceed 1/4 inch in 12 feet.

Anchor posts in concrete by inserting into preset metal pipe sleeves and grouting annular space.

ADJUSTING AND CLEANING
Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing to comply with ASTM A 780.
099113-EXTERIOR PAINTING.pdf
GENERAL
SUMMARY: This Section includes surface preparation and the application of paint systems on the following exterior substrates:
Galvanized metal.
SUBMITTALS
Product Data: For each type of product indicated.
Samples: For each finish and for each color and texture required.
Product List: Printout of current "MPI Approved Products List" for each product category specified in Part 2, with the proposed product highlighted.
QUALITY ASSURANCE
MPI Standards:
Products: Complying with MPI standards indicated and listed in "MPI Approved Products List."
Preparation and Workmanship: Comply with requirements in "MPI Architectural Painting Specification Manual" for products and paint systems indicated.
Mockups: Apply benchmark samples of each paint system indicated and each color and finish selected to verify preliminary selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution.
Architect will select one surface to represent surfaces and conditions for application of each paint system specified in Part 3.
Other Items: Architect will designate items or areas required.
Final approval of color selections will be based on benchmark samples.
If preliminary color selections are not approved, apply additional benchmark samples of additional colors selected by Architect at no added cost to Owner.
EXTRA MATERIALS
Furnish extra materials described below that are from same production run (batch mix) as materials applied and that are packaged for storage and identified with labels describing contents.
Quantity: Furnish an additional 5 percent, but not less than 1 gal. of each material and color applied.
PRODUCTS
PAINT, GENERAL
Material Compatibility:
Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience.
For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated.

Colors: As selected by Architect from manufacturer's full range.

METAL PRIMERS
Cementitious Galvanized-Metal Primer: MPI #26.
EXTERIOR LATEX PAINTS
Exterior Latex (Semigloss): MPI #11 (Gloss Level 5).
EXECUTION
EXAMINATION
Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of work.
Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows:
Concrete: 12 percent.
Masonry (Clay and CMU): 12 percent.
Wood: 15 percent.
Plaster: 12 percent.
Gypsum Board: 12 percent.
Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers.
Begin coating application only after unsatisfactory conditions have been corrected and surfaces are dry.
Beginning coating application constitutes Contractor's acceptance of substrates and conditions.
PREPARATION AND APPLICATION
Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates and paint systems indicated.
Clean substrates of substances that could impair bond of paints, including dirt, oil, grease, and incompatible paints and encapsulants.
Remove incompatible primers and reprime substrate with compatible primers as required to produce paint systems indicated.
Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks.
Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition.
At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces.
EXTERIOR PAINTING SCHEDULE
Galvanized-Metal Substrates:
Latex System:
Prime Coat: Cementitious galvanized-metal primer, MPI #134.
Intermediate Coat: Exterior latex matching topcoat.
Topcoat: Exterior latex Semi-gloss, MPI #11.

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