HomeMy WebLinkAbout06070031.8SECTION: 01000
GENERAL REQUIREMENTS:
1. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL PERMIT FEES, TAP FEES,
SPECIAL ASSESMENTS, CONNECTION COSTS, INCLUDING ALL LABOR AND
MATERIALS TO CONNECT TO ALL UTILITIES.
2. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTION FEES AND
TESTING COSTS FOR THE EARTHWORK AND CONCRETE WORK.
3. GENERAL CONTRACTOR TO NOTIFY THE OWNER IN WRITING, DURING THE
BIDDING PROCESS, OF ANY DISCREPENCIES FOUND IN THE PLANS OR
SPECIFICATIONS.
4. GENERAL CONTRACTOR IS RESPONSIBLE FOR BALANCING THE SOILS ON
SITE AND DISPOSING AF ANY EXTRA DIRT, CURBING, CONCRETE, ASPHALT
OR MISCELLANEOUS MATERIALS NECESSARY TO COMPLETE THE PROJECT
AS PER PLANS.
5. TEMPORARY POWER, LIGHT AND HEAT TO BE PAID BY CONTRACTOR.
6. IF POOR SOIL CONDITIONS ARE ENCOUNTERED DURING EXCAVATION FOR
FOOTINGS, THE REQUIRED EXCAVATION SHALL BE UNDERMINED AND
BACKFILLED WITH COMPACTED #53 STONE TO A DEPTH SUITABLE TO
OBTAIN A MINIMUM SOIL BEARING PRESSURE OF 3000 PSF AT THE COST
OF THE OWNER.
7. TOTAL PROJECT SUPERVISION.
B. DAILY PROJECT CLEAN -UP AND DISPOSAL BY EACH SUBCONTRACTOR.
9. FINAL PROJECT CLEAN -UP.
10. ALL WALL PENETRATIONS SHALL BE SEALED BY TRADE MAKING PENETRATION
IN COMPLIANCE WITH BUILDING CODES AND TO SATISFACTION OF OWNER.
11. ALL WORK SHALL BE WARRANTED FOR A ONE (1) YEAR PERIOD FROM
THE POSSESSION DATE.
12. ANY FINAL PUNCH LIST ITEMS SHALL BE TAKEN CARE OF WITHIN
SEVENTY -TWO (72) HOURS.
13. ALL SUBS ARE TO REVIEW SPECIAL NOTES.
14. ALL SUBS ARE TO SUPPLY THEIR OWN STORAGE.
15. ALL WORK MUST COMPLY WITH ALL APPLICABLE GOVERNMENTAL AND /OR
AGENCY REQUIREMENTS AND CODES INCLUDING, BUT NOT LIMITED TO,
U.B.C., BOCA, OSHA, NFPA, ADA, ETC.
16. A SCHEDULE OF THE WORK REQUIRED AND A TIME TABLE FOR THE
COMPLETION OF ALL ITEMS SHALL BE PROVIDED TO THE OWNER BEFORE
WORK COMMENCES. ALL WORK MUST BE COMPLETED IN A PROFESSIONAL,
WORKMANLIKE, AND TIMELY MANNER.
17. THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH A NEATLY
MARKED SET OF "AS BUILT" CONSTRUCTION DOCUMENTS ALONG WITH A
UST OF ALL SUBCONTRACTORS AND WARRANTIES WITHIN (30) DAYS
OF COMPLETION OF CONSTRUCITON.
18. A VALID CERTIFICATE OF OCCUPANCY SHALL BE PRESENTED TO THE
OWNER PRIOR TO ACCEPTANCE OF COMPLETION OF GENERAL CONTRACTOR
WORK.
19. THE PROJECT DRAWINGS AND SPECIFACA11ONS ARE A SET AND ARE
INTENDED TO COMPLEMENT EACHOTHER. IF THERE IS A CONFLICT BETWEEN
DRAWINGS AND SPECIFICATIONS, THE MOST STRINGENT REQUIREMENT
SHALL TAKE PRECEDENCE.
20. GENERAL CONTRACTOR TO PROVIDE A "TURN -KEY BUILDING PER PLANS
AND SPECIFICATIONS.
21. SUBMITTALS:
Work Submittals: The provisions of this section apply to required
submittals related to units of work not to administrative
submittals including payment requests, insurance certificates and
progress reports.
Special Project Warranties: 2 executed copies, plus conformed
copies as required in maintenance manuals.
22. MAINTENANCE MANUALS:
Two (2) bound copies.
Record Drawings: Original maintained mark -up prints, plus two (2)
photographic copies which may, at Contractors option, be reduced
to not less than half size (50% reduction of width and length).
SECTION: 02000
EXCAVATING, BACKFiLLING AND
COMPACTING FOR STRUCTURES
3.02 FILL
A. General:
1. Do not place fill until the subgrade has been examined by ENGINEER.
2. Place fill in even layers not exceeding 10 inches in depth and
thoroughly compact as herein specified.
3. Do not place additional fill until compaction on a lift complies
with specification requirements.
4. If an analysis of the soil being placed shows a marked difference
from 1 location to another, the fill being placed shall not be
made up of a mixture of these materials.
5. Handle each different type of material continuously so that field
control of moisture and density may be based upon a known type of
material.
6. Do not place fill following a heavy rain without first making
certain on isolated test areas that compaction can be obtained with-
out damage to the already compacted fill.
B. Compaction:
1. Select compaction equipment to achieve the required compaction with-
out damaging adjacent structures.
2. Suggested equipment selections:
a. If soil is predominantly granular, use pneumatic tired or
vibratory drum rollers loaded to not less than 325 pounds per
rated inch of tire width.
b. For clay fills, compact each layer with sheepsfoot rollers.
Rollers shall have staggered rows of feet projecting not less
than 7 inches from drum and shall be loaded to produce at least
200 pounds per square inch of tamping area in contact with the
ground.
c. Compact around structures with hand - operated vibrating compactors
for granular soils and Barco rammer type compactors for clay soil
C. Moisture:
1. Compact all fill with the moisture content as established by the 95%
intercepts on the moisture density curves or the moisture content
at the shrinkage limit, whichever is less.
2. If fill material is too wet, provide and operate approved means to
assist the drying of the fill until suitable for compaction.
3. If fill material is too dry, provide and operate approved means to
add moisture to the fill layers.
3.03 STRUCTURE BACKFILL:
A. General:
1. Remove debris from excavations before backfilling.
2. Do not backfill against foundation walls until:
a. Approved by ENGINEER
b. All indicated perimeter insulation is in place.
3. Protect insulation during filling operations.
4. Wherever possible, backfilling shall be simultaneous on both sides
of walls to equalize lateral pressure.
5. Do not backfill on only 1 side of vertically spanning walls unless
walls are adequately shored or permanent construction is in place
to furnish lateral support on both top and bottom of wall.
6. Place all backfill in layers not exceeding 10- inches in depth.
7. Do not place backfill on frozen subgrade.
3.04 EXCESS WATER CONTROL:
A. Regulations and permits:
1. Obtain all necessary soil erosion control permits.
B. Unfavorable weather.
1. Do not place, spread, or roll any fill material during unfavorable
weather conditions.
2. Do not resume operations until moisture content and fill density are
satisfactory to ENGINEER.
C. Pumping and drainage:
1. Provide, maintain, and use at all times during construction adequate
means and devices to promptly remove and dispose of all water from
every source entering the excavations or other parts of the Work.
2. Dewater by means which will ensure dry excavations, pressure final
lines and grades, and do not disturb or displace adjacent soil. Use
wells, portable pumps, temporary underdrains or other methods as is
necessary.
3. Perform pumping and drainage:
a. In such a manner to cause no damage to property or structures and
without interference with the rights of the public, owners of
private property, pedestrians, vehicular traffic, or the work of
other contractors.
b. In accordance with all pertinent laws, rules, ordinances and
regulations.
4. Do not overload or obstruct existing drainage facilities.
5. Provide berms or channels to prevent flooding of subgrade. Promptly
remove all water collected in depression.
3.05 DISPOSAL OF EXCESS EXCAVATED MATERIAL:
A. General:
1. Remove and properly dispose of all excavated material not needed to
complete filling and backfilling.
2. Dispose of excess excavated material at a location off the Site.
(Unless otherwise specified)
3. Disposal of materials shall not violate laws, rules, regulations and
the like regarding the filling of flood plains, wet lands and other
environmentally sensitive areas.
4. Provide adequate controls to maintain disposal sites in a neat and
safe condition by periodic leveling of material, the control of
erosion and such other practices as are necessary.
3.06 CLEANUP:
A. Upon completion of the work of this Section, remove all rubbish, trash,
and debris resulting form construction operations. Remove surplus
equipment and tools. Leave the Site in a neat and orderly condition
acceptable to ENGINEER, and in conformance with Section 01562 - Cleaning.
SECTION: 03000
1.01
REFERENCES:
CONCRETE REQUIREMENTS:
A.
Except as herein specified or as indicated on the Drawings, the work of
1. All concrete work is outlined in the accompanying amplified specifications.
Section shall comply with the following:
1. ASTM Standards:
a. D 1557 - Test Methods for Moisture - Density Relations of Soils
and Soil Aggregate Mixtures using 10 lb. Rammer and 18 -inch
Drop SECTION: 04000
MASONRY REQUIREMENTS:
1.02
QUALITY ASSURANCE
1. All masonry work is outlined in the accompanying amplified specifications.
A.
Compaction:
1. Density shall be determined by using the modified Proctor method,
ASTM D 1557.
SPECIAL REQUIREMENTS:
2. Compact fill and backfill to at least 95% maximum density.
3. The first 12- inches of subgrade below all structures, fill and
1. MASONRY CONTRACTOR WILL BE RESPONSIBLE FOR SETTING VERTICAL REBAR
backfill on the Site:
IN FOOTERS AT PROPER LOCATIONS. WORK TO BE COORDINATED WITH
a. Shall be tested for density.
FOOTER CONTRACTOR.
b. Compact to at least 95% maximum density if the existing density
is below 95 %.
2. MASONRY CONTRACTOR WILL BE RESPONSIBLE TO FURNISH BRACING
1.03
PROJECT CONDITIONS:
MATERIAL AND BRACE ALL BLOCK WALLS DURING CONSTRUCTION.
A.
Existing structures and utilities:
3. MASONRY CONTRACTOR TO INSTALL ALL STEEL WALK DOOR FRAMES.
1. Locate all existing underground utilities prior to starting
excavation.
2. Where service lines or structures are encountered which are in
4. THE TOPS OF ALL MASONRY WALLS TO BE COVERED (AT THE END OF EACH
active use:
WORK DAY) TO PREVENT ANY MOISTURE FROM ENTERING THE WALL SYSTEM.
a. Provide adequate protection for them.
b. Be responsible for damages to such utilities.
3. Provide stand -by utility service if temporary removal is necessary
SECTION: 05000
for a period exceeding 2 hours.
METAL FABRICATIONS:
4. Where utility service connections to occupied buildings must be
temporarily disconnected, give 8 hours notice to the affected
occupants of the time and duration of the anticipated shut off.
SCOPE
5. Raise, lower, or move underground utilities or structures which
interfere with the line or structure being constructed as part of
Furnish all labor, material, tools, and equipment necessary to
this Work.
complete all steel, and iron work shown on the drawings and herein
specified.
PART
3 - EXECUTION
GENERAL
3.01
EXCAVATION
Design fabrication shall comply with the recommendations of the
A
Rock excavation:
American Institute of Steel Construction, latest edition.
1. Notify ENGINEER prior to removal if rock is encountered.
2. Where rock is encountered within the excavation, expose the surface
STRUCTURAL STEEL
of the rock sufficient to permit adequate measurements to be taken
before the rock excavation is started.
Material: Structural steel shall conform to ASTM Serial
B.
Frost protection: Protect bottoms of excavations from frost.
Designation A -36.
Erection: All work shall be executed by experienced craftsman in
accordance with the best practice in iron and steel work.
Welding: Welding shall be done by the shielded arc method in
accordance with the Standard Code for Arc and Gas Welding in
Building Construction, American Welding Society, latest edition.
Painting: All steel, except that which will be encased in
concrete, shall be given a prime coat of rust inhibitive paint
before delivery to the job.
Other Materials: All materials not specifically described, but
required for complete and proper installation shall be new and of
the best quality.
GUTTERS, DOWNSPOUTS AND PARAPET CAPS
1. PARAPET CAP AND TOWER ROOF METAL TO BE 24 GAUGE METAL WITH
KYNAR 500 FINISH
2. INSTALL CANOPY SYSTEM PER PLANS.
3. ALL GUTTERS TO BE 6" METAL GUTTERS.
4. ALL DOWNSPOUTS TO BE 4 "x 5" METAL DOWNSPOUTS.
SECTION: 07000
ROOFING SYSTEM REQUIREMENTS:
1. THE ROOF SHALL BE A DURALAST ROOF SYSTEM INSTALLED PER THE
MANUFACTURERS SPECIFICATIONS.
SECTION: 08000
STORE FRONT REQUIREMENTS:
A. ALUMINUM DOORS AND FRAMES
PART 1 - GENERAL
1.01 SUMMARY
A. Section includes:
1. This Section includes, but is not necessarily limited to, the
furnishing and installation of the major items listed below as
indicated on the Drawings, as specified herein, and as necessary
for the proper and complete performance of the Work.
2. Major items:
a. Aluminum exterior doors with hardware except lock cylinders
and where noted to be by Section 08700 - Hardware.
b. Aluminum frames for exterior doors, including preparation for
door hardware.
B. Related Sections:
1. Documents affecting work of this Section include, but are not
necessarily limited to:
a. General Conditions, Supplementary Conditions and Sections in
Division 1 of these Specifications.
b. Section 08700 - Hardware.
c. Section 08800 - Glazing.
1.02 REFERENCES:
A. Except as herein specified or as indicated on the Drawings, the work of
this Section shall comply with the following:
1. AAMA - Architectural Aluminum Manufacturers Association:
a. 605.2 - Voluntary Specification for High Performance Organic
Coatings on Architectural Extrusions and Panels.
2. NAAMM - National Association of Architectural Metal Manufacturers
a. Entrance Manual.
1.03 SUBMITTALS:
A. Submit in accordance with Section 01300 - Submittals.
B. Shop Drawings:
1. Submit for aluminum doors and frames.
2. Required information:
a. Dimensions.
b. Details of fabrication and installation.
C. Manufacturer's literature:
1. Submit for aluminum doors and frames.
2. Submit Manufacturer's installation instructions.
1.04 QUALITY ASSURANCE:
A. Qualifications:
1. Fabrication and installation personnel:
a. Trained and experienced in the fabrication and installation of
the materials and equipment.
b. Knowledgeable of the design and the reviewed Shop Drawings.
1.05 DELIVERY, STORAGE AND HANDLING:
A. Receiving and storage:
1. All materials shall be delivered in original, unbroken, brand marked
containers or wrapping as applicable.
2. Handle and store materials:
a. In a manner which will prevent:
1 Deterioration or damage.
2 Contamination with foreign matter.
3 Damage by weather or elements.
PART 3 - EXECUTION
3.01 INSTALLATION:
A. General:
1. Installation shall be in accordance with Monufaturer s and glass
Manufacturers printed instructions.
2. Install frames plumb and true.
3. Join frames rigidly, securely anchored to adjacent construction.
B. Door glass:
1. Install door glass in accordance with Section 08800 - Glazing.
3.02 CLEANING:
A. Prior to acceptance of the work of the Section, thoroughly clean all
installed materials and equipment and related areas in accordance with
Section 01562 - Cleaning.
SECTION: 09000
FINISHES REQUIREMENTS:
A. GYPSUM BOARD SYSTEM
B. Rejected material and replacements:
1. Reject damaged, deteriorated or contaminated material and
immediately remove from the site.
2. Replace rejected materials with new materials at no additional cost
to OWNER.
1.06 WARRANTY:
A. Requirements:
1. Furnish 2 copies of written warranty signed by Manufacturer,
Installer and CONTRACTOR.
2. Agreeing to replace doors and frames which fail in materials or
workmanship within 3 years of Substantial Completion.
3. Failures include, but are not necessarily limited to failures in
operation of doors or hardware, excessive leakage or air
infiltration, excessive deflections, delaminotion of panels,
excessive deterioration of finish or metal, and defects in
accessories, weatherstripping, and other components of the work.
PART 2 - PRODUCTS
2.01 MANUFACTURED UNiTS:
A. Aluminum frame doors:
1. Manufacturers and type:
a. Kawneer Medium Stile door as manufatured by Kawneer Company,lnc
555 Guthridge Court, Norcross, Georgia 30092, 1 -404- 449 -5555.
b. Tubelite Medium Stile as manufactured by Tubelite Indal
Architectural Systems (616) 832 -2211.
2. Material:
a. Door sections shall be extruded aluminum 6063 -T5 alloy with wall
thickness of 0.125 -inch nominal.
b. Moldings, trim, and stops shall be 0.050 -inch nominal thickness.
c. Weatherstripping shall be silicon treated plastic pile.
3. Construction:
a. Doors shall have mortised and reinforced corners, with 3/8 -inch
steel tension rod.
b. Fastenings shall be stainless steel or carbon steel cadmium
plated.
c. With 6 -inch high top rail.
4. Finish:
a. Dark Bronze anodized aluminum.
b. Free of scratches and blemishes.
5. Glazing preparation:
a. Extruded aluminum snap -in glazing stops.
b. Arranged for 1/4 -inch thick tempered and 1 -inch thick insulating
glass.
PART 1 - GENERAL
1.01 SUMMARY:
A. Section includes:
1. This Section includes, but is not necessarily limited
to, the furnishing and installation of gypsum board and
metal support system construction as indicated on the
Drawings, as specified herein, and as necessary for the
proper and complete performance of the Work.
B. Related Sections:
1. Documents affecting work of this Section include, but
are not necessarily limited to:
a. General Conditions, Supplementary Conditions and
Sections in Division 1 of these Specifications.
b. Section 06100 - Rough Carpentry .
c. Section 07210 - Insulation.
d. Section 07900 - Joint Sealants.
1.02 REFERENCES:
A. Except as herein specified or as indicated on the Drawings, the work of
this Section shall comply with the following:
1. ASTM Standard Specifications:
a. A 525 - General Requirements for Sheet Steel, Zinc - coated
(galvanized) by the Hot -Dip Process.
b. A 641 - Zinc - coated (Galvanized) Carbon Steel Wire.
c. A 792 - Steel Sheet, Aluminum -Zinc Alloy Coated by the Hot -Dip
Process.
d. C 36 - Gypsum Wallboard.
e. C 79 - Gypsum Sheathing Board.
f. C 475 - Joint Treatment Materials for Gypsum Wallboard
Constructions.
g. C 645 - Non -Load (Axial) Bearing Steel Studs, Runners (Track)
and Rigid Furring Channels for Screw Application of Gypsum Board
h. C 840 - Application and Finishing of Gypsum Board.
2. ASTM Test Methods:
a. E 96 - Water Vapor Transmission of Materials.
b. E 119 - Fire Tests of Building Construction and Materials.
3. Uniform Building Code.
1.03 SUBMITTALS:
A. Submit in accordance with Section 01300 - Submittals.
B. Product data:
1. Submit for each gypsum board system component.
2. Submit Manufacturer's product specifications and installation
instructions, including other data as may be required to show
compliance with these Specifications.
1.04 DELIVERY, STORAGE AND HANDLING:
A. Deliver materials in original packages, containers or bundles bearing
brand name and identification of Manufacturer of Supplier.
1.05 CLEANING:
A. Prior to acceptance of the work of the Section, thoroughly clean and
remove stains from all installation materials, and related areas in
accordance with Section 01562 - Cleaning.
B. ACOUSTICAL TREATMENT
PART 1 - GENERAL
1.01 SUMMARY:
A. Section includes:
1. This Section includes, but is not necessarily limited to, the
furnishing and installation of the major items listed below as
indicated on the Drawings, as specified herein, and as necessary for
the proper and complete performance of the Work.
2. Major items:
a. Acoustical ceiling panels.
b. Exposed suspension system.
1.02 DESIGN AND PERFORMANCE REQUIREMENTS:
A. Codes and standards:
1. Acoustical materials shall be in accordance with the technical data
listed in the current bulletin Performance Date, published by the
Acoustical & Insulating Materials Association.
2. Acoustical material shall be Flame Spread Class 25 or less complying
with Federal Specification SS- S -118A.
3. Suspension system shall comply with ASTM C 635 and ASTM C 636
intermediate duty.
4. All material shall have a Class I flame :spread rating complying with
ASTM E 84 tunnel test method and carry corresponding UL label.
5. Size attachment devices for hangers for acoustical panels for 5
times design load indicated in ASTM C 635, Table 1, Direct Hung.
6. Fire rated ceilings and suspended grid systems shall meet the
requirements of Underwriters Laboratory (UL) Design Number P225,
including enclosures around all light fixtures.
7. Install to meet the requirements of ASTM E 580.
1.03 SUBMITTALS:
A. Submit in accordance with Section 01300 - Submittals.
B. Manufacturers literature:
1. Submit for ceiling tile and suspension system.
2. Illustrating Products and installation requirements.
1.04 SEQUENCING AND SCHEDULING:
A. Do not install acoustical ceiling system until all work is completed
above the ceiling.
B. Coordinate layout and installation of ceiling panel system with other
work supported by or penetrating through ceiling.
1.04 INSTALLATION:
A. Ceiling systems:
1. Install all ceiling tile and suspension system in strict accordance
with ASTM C 636, the Manufacturers recommendations and the
recommendations of the Acoustical & Insulating Materials
Association. Use a loser instrument to ensure that ceiling is level
2. Hanger wires shall be spaced not over 4b" on center and shall be
attached to the structure above. Support each comer of each light
fixture.
3. Suspension system shall be at the heights shown for the various
areas and be level throughout.
4. When completely installed, the grid systems shall be rigid against a
side sway.
5. Primary furring member shall be no greater than 4'0" on center.
6. Secondary members shall be installed In accordance with the spacing
and other requirements of the systems of which they are a part.
7. In connection with all systems, extra members shall be used to
accommodate all ceiling openings required for the work of others.
8. Install edgemold at intersection of suspended ceiling and vertical
surfaces.
9. All outside corners shall have corner caps.
10. Coordinate the installation of the ceiling with the installation of
lights, ductwork, grilles, etc.
11. Panels shall be laid out symmetrically with the room axis with units
of the same size at opposite walls of area, layout shall permit
largest border units possible.
12. Notch hemmed edges of tee bar at intersections of crosstees.
13. Suspend system from structural steel or steel joists. Support from
metal deck is not permitted.
14. Center ceiling registers and light fixtures on 1 panel or corner
meeting point of 4 panels.
15. Center surface mounted light fixtures on row or joint.
16. Install fire rated ceiling in accordance with UL Design No. P225
including holddown clips and enclosures over all light fixtures and
diffusers as indicated on Drawings.
17. Installation shall be as required to meet the requirements of the
applicable Uniform Building Code Siesmic Zone.
1.05 CLEANING:
A. Prior to acceptance of the work of this Section, thoroughly clean all
installed materials and related areas in accordance with Section 01562
Cleaning.
C. PAINTING:
PART 1 - GENERAL
1.01 QUALITY ASSURANCE:
A. General:
1. All work may be inspected as to proper surface preparation,
pretreatment, priming, dry film thickness, curing, color and
workmanship. Applicable standards, test methods and inspection
equipment includes:
a. SSPC -VIS -1 photographic blast cleaning standards (latest
revision)
b. Inspector's wet film and dry film thickness gages.
c. Zorelco 369 /PHD pin hole detector.
d. Mark 11 Tooke Gage.
1.02 PROJECT CONDITIONS:
A. Environmental requirements:
1. Comply with Manufacturer's recommendations regarding environmental
conditions under which coatings may be applied:
2. Environmental conditions which affect coating application include,
but are not necessarily limited to: ambient air temperature, surface
temperature, humidity, dew point and environmental cleanliness.
3. Do not expose epoxies during application and cure to sunlight and
heaters that emit carbon dioxide and carbon monoxide.
4. CONTRACTOR shall demonstrate acceptability of environmental
conditions as required by ARCHITECT.
1.03 MAINTENANCE:
A. Leave with OWNER 3% minimum extra quantity (at least one gallon) of
each type and color of paint used for finish coats and one gallon of
each type of thinner required. Containers shall be tightly sealed and
clearly labeled.
PART 2 - CONCRETE
2.01 CONCRETE BLOCK (STANDARD OR SPLIT FACE):
A. Apply Coat 896 Acrylic Block Filler at a spread rate of 70 -100 sq.ft.
Per gallon; Depending on type of Block. All pours and voids must
be filled.
B. Finish Coat (Acrylic Exterior Paint)
Either.
1. 1 or 2 coats of Porter 519 series acrylic ext. paint or equal
or,
2. 1 or 2 coats of Porter 929 series acrylic ext. paint or equal.
C. Finish Coat (Elostomeric)
Either:
1. 1 Coat of Porter 6000 Porterflex at approx. 80 -100 sq.ft. per
gallon or equal
or,
2. 2 Coats of Porter 6000 Porterflex or equal
The final result must be a void free- pinhole free point film.
D. If Accent stripe is to be used, apily 1 coat of Porter 514 flat or
614 gloss or equal acrylic in accent color over the materials used
on the body of the building.
PART 3 - POURED OR PRECAST CONCRETE
A. Apply 1 Coat of Porter 898 Pigmented Bonding Primer or equal
used according to Product data sheet with 5143 HD thinner or
equal.
B. Finish Coats will be some as listed for block (above).
PART 4 - BARE METAL (DOORS, PIPES, OR ELECTRICAL BOXES)
A. Remove any loose rust.
B. Prime with Porter- interloc 290 metal primer or equal.
C. Apply 1 coat of Porter 619 series Gloss Acrylic Ext. or equal.
PART 5 - PREPRIMED METAL
A. Apply 1 coat of Porter 619 series Acrylic Gloss Enamel or equal.
PART 6 - BARE GALVANIZE
A. Wipe with thinner to remove any oils.
B. Etch with Galvaprep, rinse and let dry.
C. Prime with Porter 215 Rust screen or equal.
D. Apply 1OR2 coat Porter 519 series flat or 619 series Gloss Acrylic
or equal.
NOTES ARE CONTINUED
ON SHEET SP -2
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Baxter & SET
Engine erirng L.L.C.
410 North U.S. 31
Whiteland, Indiana 46184
Phone No. 1 (317) 535 -4094
Fax No. 1 (317) 535 -3012
Email: info@baxterset.com
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Job No.: Date:
06048 6.20.06
Drawn By: Checked By: Scale:
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CAD FILE:
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CERTIFIED BY:
DATE STAMP 6.20.06
THIS DRAWING IS THE PROPERTY OF
BAXTER & SET ENGINEERING, INC.
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE THAN THE PROJECT
DESCRIBED HEREIN.
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