Purchasing Department
525 Buena Vista SE
Albuquerque, NM 87106
(505) 224-4546
Addendum No. 8
DATE:
November 13, 2008
TO:
All Bidders of Record
FROM:
David Martinez, Senior Buyer
SUBJECT:
Addendum No.8 to T-2739 Student Resource Center
This amendment becomes part of the Contract Documents and modifies the original bidding
documents as noted below:
1. Detail A5/A09-16 shows waterproofing which appears to run down the stem wall and under the
footing. Does the waterproofing continue under the slab on grade at the Data Center Room
(Room 174)? Does waterproofing need to go under the slab on grade at the Cable Vault?
A. The waterproofing needs to go under the data center and cable vault floor.
2. Detail A4/A04-04 shows two ladders which are grayed out. Are these ladders supposed to be
included in our price?
A. These two items are not ladders. They are pulling irons. Refer to sheet T04-07.
3. Sheet A02-12, Room 176A appears to have chainlink fencing and a chainlink gate. We will need
a specification for this. Also, what is the height of the fence and the gate?
A. The height of the chainlink fence is 8 feet. The dimensions of the gate are 3 feet
wide by seven feet high. The specification is provided (attached)
4. There is a specification section 066400 – Plastic Paneling (FRP) included in the spec book,
however there is no FRP indicated on the drawings. Where is the FRP required?
A. FRP is required at all mop sinks where they occur on the plans. It shall be 4 feet
high along the mop sink at gypsum board locations only.
5. In Alternate #1page A12-03 the details show wood wall panels at one wall at the Multipurpose
room 280. The finish schedule indicates paint only. Which is correct?
A. Wood panel is correct.
Addendum No. 8 11/13/08
Page 1
6. In Alternate #1 A5/A12-03 keynote indicates polished plaster at stair #5 but the finish schedule
indicates paint. In addition C4/A07-03 shows wood paneling at the stair as well. Is there wood
paneling and plaster in this stairway? Please clarify. Also provide a specification for the polished
plaster if it is required.
A. There is wood paneling and plaster at the stairway. Refer to specification090500-8
PR1.
7. Provide details on the flag pole bases. Provide a specification for the flag poles.
A. The flagpole specification is attached.
8. Interior Elevations A5/A12-01 indicates Note 2 "Masonry Wall Unpainted". Room Finish
Schedule indicates "Exposed". Please confirm CMU for these areas is standard grey uncolored
masonry, or clarify other color/type.
A. All library exposed CMU is honed: CMU1
B. All ACE + ITS exposed CMU is textured: CMU2
C. All back of house mechanical, electrical spaces not furred out shall be painted CMU.
9. Graffiti Coatings-please provide direction on where and how high these are to be applied?
A. Graffiti coatings shall be applied 8 feet high on all masonry surfaces.
10. Can tell me where the vapor retarders go? One statement in the spec’s call for installing over
face of metal studs. The problem is, the installed insulation already has a vapor barrier per
specification, taped and sealed.
A. Do not use vapor barriers.
11. What product is used on the outside exterior walls with the rigid foam board? .Does it attach to
the exterior wall or over the top of the rigid foam board? What’s the thickness of rigid foam, what
type of foam, extruded or Polyiso? The drawings indicate a vapor barrier on exterior wall, not a
retarder.
A. The rigid foam insulation is 1-1/2 inches thick. The foam is extruded. Apply
StoGuard™ waterproofing/air barrier system manufactured by Sto Corp. on all
exterior masonry cavity walls and all exterior metal stud sheathing.
12. All wall sections show (Keynote19) prefinished metal coping but all wall section detail sheets
show extruded aluminum wall cap. Please clarify.
A. The wall section and detail sheets have been revised. (attached in Addendum #7)
13. Regarding the Pump Schedule for pumps CHWP-1+2, CWP-1 + 2 and HWP-1+2. Each pump
has 2 numbers for flow, head and efficiency, for example CHWP-1+2 show Flow – 1200/900
gpm, Head FT – 105/80 and efficiency – 77.15/77. is this a range that the pumps should be able
to perform in when used with a VFD or does this mean that CHWP-1 should perform at one set
of numbers and CHWP-2 at the other?
A. This is a range that pumps should operate when in use with VFD. Pump should be
efficient at both operating points. The pump submittal should show both operating
points.
14. Where are Panel Schedules for the following Panelboards: LDC1, HCP1, HELS, LCP1 , LELS,
HWLS and LWLS?
A. LDC1: E13-05, Right most column of panels, 1st row down; HCP1: E13-05, Right most
column of panels, 3rd row down; HELS: E13-05, Left most column of panels, 1st row
down; LCP1: E13-05, Right most column of panels, 4th row down; LELS: E13-05,
Left most column of panels, 3rd row down; HWLS: E13-05, Left most column of
panels, 2nd row down; LWLS: E13-05, Left most column of panels, 4th row down.
15. Electrical Sheet E00-04 Relay Schedule RPE1: LE1A circuits 40 and 42 show relays to control
Galley 1st floor and Exterior 1st floor, respectively. Panel Schedule on sheet E13-07 for LE1A
shows Circuit 40 as fax Room1518 and circuit 42 as Printer Room 1518. Which is correct and
are these two circuits controlled by relays or was this an error in labeling on the relay Schedule?
A. Relay RPE1: LE1A-40 and LE1A-42 should be LE1E-40 and LE1E-42, on sheet E00-04.
Circuit LE1A-40 in the Galley on the 1st floor, should be LE1E-40, on sheet E03-11.
Addendum No. 8 11/13/08
Page 2
16. I have two composite wall panel suppliers that have price your project two different ways due to
the panel installation spec. section 74243-10 type F installation and type G installation. One is a
wet sealed system and one is a dry set system. There is also a major price difference, which is
required?
A. Use G. Track-Support Installation.
17. Bid date to be November 18, 2008 at 3:00 p.m. MST.
Addendum No. 8 11/13/08
Page 3
Addendum No. 8
November 13, 2008
Division
Section Title
Issue Date
TABLE OF CONTENTS
STUDENT RESOURCE CENTER
CENTRAL NEW MEXICO COMMUNITY COLLEGE
DOCUMENT ISSUE RECORD
Document Issue #1 – Bid Set
Document Issue #2 – Addendum No. 1
Document Issue #3 – Addendum No. 2
Document Issue #4 – Addendum No. 3
Document Issue #5 – Addendum No. 4
Document Issue #7 – Addendum No. 7
Document Issue #8 – Addendum No. 8
10-17-2008
10-31-2008
11-04-2008
11-06-2008
11-07-2008
11-12-2008
11-13-2008
Bold = New/Added/Revised Section
Strikethrough = Deleted/Revised
VOLUME I
PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP
DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS
00 10 00
00 10 00
00 15 00
00 20 00
00 30 00
00 40 00
00 50 00
Invitation to Bid
Instructions to Bidders
General Terms and Conditions
Bid Response Form - Bid For Lump Sum Contract
Supplementary Conditions to AIAa Document A201-1997,
and the AIA Document A201-1997 as Amended By CNM
State Of New Mexico Wage Rate Decision
Modification Change Request (MCR) And Change Order Forms
11-04-2008
11-06-2008
10-17-2008
11-06-2008
11-04-2008
10-17-2008
10-17-2008
SPECIFICATIONS GROUP
General Requirements Subgroup
DIVISION 01 - GENERAL REQUIREMENTS
01 10 00
01 21 00
01 23 00
01 26 00
01 26 13
01 29 00
01 31 00
01 32 00
01 32 33
Summary
Allowances
Alternates
Contract Modification Procedures
Request for Interpretation (RFI)
Payment Procedures
Project Management and Coordination
Construction Progress Documentation
Photographic Documentation
Student Resource Center
Central New Mexico Community College
Project Number 60017462
00000 - 1
10-17-2008
11-04-2008
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TABLE OF CONTENTS
Addendum No. 8
November 13, 2008
Division
Section Title
Issue Date
01 33 00
01 40 00
01 42 00
01 50 00
01 60 00
01 73 00
01 73 29
01 74 19
01 77 00
01 78 23
01 78 39
01 79 00
01 81 13
01 91 13
Submittal Procedures
Quality Requirements
References
Temporary Facilities and Controls
Product Requirements
Execution
Cutting and Patching
Construction Waste Management and Disposal
Closeout Procedures
Operation and Maintenance Data
Project Record Documents
Demonstration and Training
Sustainable Design Requirements
General Commissioning Requirements
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
Facility Construction Subgroup
DIVISION 02 - EXISTING CONDITIONS
02 41 19
02 50 00
Selective Structure Demolition
Site Remediation
10-17-2008
10-17-2008
DIVISION 03 - CONCRETE
03 30 00
03 30 01
Cast-in-place Concrete
Vapor Barriers
10-17-2008
10-17-2008
DIVISION 04 - MASONRY
04 20 00
Unit Masonry
10-31-2008
DIVISION 05 - METALS
05 12 00
05 21 00
05 31 00
05 40 00
05 50 00
05 51 00
05 52 13
05 73 00
05 75 00
Structural Steel Framing
Steel Joist Framing
Steel Decking
Cold-formed Metal Framing
Metal Fabrications
Metal Stairs
Pipe and Tube Railings
Decorative Metal Railings
Decorative Formed Metal
10-17-2008
10-17-2008
11-07-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
Student Resource Center
Central New Mexico Community College
Project Number 60017462
00000 - 2
TABLE OF CONTENTS
Addendum No. 8
November 13, 2008
Division
Section Title
Issue Date
06 10 53
06 16 00
06 40 23
06 64 00
Miscellaneous Rough Carpentry
Sheathing
Interior Architectural Woodwork
Plastic Paneling
10-17-2008
10-17-2008
10-17-2008
10-17-2008
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 17 00
07 21 00
07 42 43
07 54 00
07 62 00
07 72 00
07 84 13
07 84 46
07 92 00
07 95 00
Bentonite Waterproofing
Thermal Insulation
Composite Wall Panels
Thermoplastic Membrane Roofing
Sheet Metal Flashing and Trim
Roof Accessories
Penetration Firestopping
Fire-resistive Joint Systems
Joint Sealants
Expansion Control
10-17-2008
10-17-2008
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DIVISION 08 - OPENINGS
08 11 13
08 12 16
08 14 16
08 31 13
08 32 13
08 33 23
08 41 13
08 41 23
08 41 26
08 44 13
08 63 00
08 71 00
08 71 13
08 80 00
08 83 00
08 90 00
Hollow Metal Doors and Frames
Aluminum Frames
Flush Wood Doors
Access Doors and Frames
Sliding Aluminum Framed Glass Doors
Overhead Coiling Doors
Aluminum-Framed Entrances and Storefronts
Fire-Rated Glass and Framing Systems
All-glass Entrances and Storefronts
Glazed Aluminum Curtain Walls
Metal-framed Skylights
Door Hardware
Automatic Door Operators
Glazing
Mirrors
Louvers and Vents
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
11-06-2008
10-17-2008
11-06-2008
11-06-2008
11-06-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
DIVISION 09 - FINISHES
09 05 00
09 05 00 A
09 21 16.23
09 22 16
09 29 00
09 30 00
09 51 13
Colors and Materials
Room Finish Schedule
Gypsum Board Shaft Wall Assemblies
Non-structural Metal Framing
Gypsum Board
Tiling
Acoustical Panel Ceilings
Student Resource Center
Central New Mexico Community College
Project Number 60017462
00000 - 3
11-07-2008
10-17-2008
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Addendum No. 8
November 13, 2008
Division
Section Title
Issue Date
09 65 13
09 65 19
09 68 13
09 69 00
09 77 23
09 91 13
09 91 23
09 96 00
09 96 20
Resilient Base and Accessories
Resilient Tile Flooring
Tile Carpeting
Access Flooring
Fabric-Wrapped Panels
Exterior Painting
Interior Painting
High-performance Coatings
Graffiti-Resistant Coatings
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10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
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10-17-2008
DIVISION 10 - SPECIALTIES
10 11 00
10 14 00
10 21 13
10 22 26
10 28 00
10 44 13
10 44 16
10 51 13
10 65 13
10 75 00
Visual Display Surfaces
Signage
Toilet Compartments
Operable Partitions
Toilet, Bath Accessories
Fire Extinguisher Cabinets
Fire Extinguishers
Metal Lockers
Metal Storage Shelving
Flagpoles
11-06-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
11-06-2008
02-13-2008
11-13-2008
DIVISION 11 - EQUIPMENT
11 13 00
11 52 13
11 40 00
Loading Dock Equipment
Projection Screens
Food Service Equipment
11-06-2008
10-17-2008
10-17-2008
DIVISION 12 - FURNISHINGS
12 21 13
12 48 13
12 48 16
12 93 00
Horizontal Louver Blinds
Entrance Floor Mats and Frames
Entrance Grilles
Site Furnishings
10-17-2008
10-17-2008
11-13-2008
10-31-2008
DIVISION 13 - SPECIAL CONSTRUCTION
Not Applicable
DIVISION 14 - CONVEYING EQUIPMENT
14 24 00
Hydraulic Elevators
Student Resource Center
Central New Mexico Community College
Project Number 60017462
11-06-2008
00000 - 4
TABLE OF CONTENTS
Addendum No. 8
November 13, 2008
Division
Section Title
Issue Date
VOLUME II
Facility Services Subgroup
DIVISION 21 - FIRE SUPPRESSION
21 00 10
21 05 00
21 05 48
21 13 13
21 22 00
General Provisions-Fire Suppression
10-17-2008
Common Work Results For Fire Suppression
10-17-2008
Vibration and Seismic Controls for Fire-Suppression Piping and Equipment10-17-2008
Wet Pipe Sprinkler Systems
10-17-2008
Clean-Agent Fire Extinguishing Systems
10-17-2008
DIVISION 22 - PLUMBING
22 00 10
22 05 00
22 05 13
22 05 19
22 05 23
22 05 29
22 05 48
22 05 53
22 07 00
22 11 16
22 11 19
22 11 23
22 13 16
22 13 19
22 14 13
22 14 23
22 14 29
22 33 00
22 40 00
22 47 00
General Provisions for Plumbing
Common Work Results For Plumbing
Common Motor Requirements For Plumbing Equipment
Meters and Gages For Plumbing Piping
General-Duty Valves For Plumbing Piping
Hangers and Supports For Plumbing Piping and Equipment
Vibration and Seismic Controls for Plumbing Piping and Equipment
Identification For Plumbing Piping and Equipment
Plumbing Insulation
Domestic Water, Piping
Domestic Water Piping Specialties
Domestic Water Pumps
Sanitary Waste and Vent Piping
Sanitary Waste Piping Specialties
Facility Storm Drainage Piping
Storm Drainage Piping Specialties
Sump Pumps
Electric Domestic Water Heaters
Plumbing Fixtures
Drinking Fountains and Water Coolers
10-17-2008
10-17-2008
10-17-2008
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10-17-2008
10-17-2008
10-17-2008
10-17-2008
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10-17-2008
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10-17-2008
DIVISION 23 – MECHANICAL
23 00 10
23 05 00
23 05 13
23 05 15
23 05 16
23 05 19
23 05 23
23 05 29
General Provisions for HVAC
Common Work Results For HVAC
Common Motor Requirements For HVAC Equipment
Adjustable Frequency Drives for Variable Torque Applications
Expansion Fittings and Loops for HVAC Piping
Meters and Gauges for HVAC Piping
General Duty Valves for HVAC Piping
Hangers and Supports for HVAC Piping and Equipment
Student Resource Center
Central New Mexico Community College
Project Number 60017462
00000 - 5
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Addendum No. 8
November 13, 2008
Division
Section Title
Issue Date
23 05 48
23 05 53
23 05 93
23 07 00
23 08 00
23 09 00
23 11 23
23 21 13
23 21 23
23 23 00
23 25 00
23 31 13
23 33 00
23 34 23
23 36 00
23 37 13
23 51 00
23 52 33
23 57 00
23 64 16
23 64 17
23 65 00
23 65 02
23 74 13
23 81 23
23 81 26
23 82 19
23 83 16
Vibration and Seismic Control for HVAC Piping, Ductwork and Equipment
Identification For HVAC Piping & Equipment
Testing, Adjusting, & Balancing For HVAC
HVAC Insulation
Commissioning of HVAC
Instrumentation and Control for HVAC
Facility Natural-Gas Piping
Hydronic Piping
Hydronic Pumps
Refrigerant Piping
HVAC Water Treatment
Metal Ducts
Air Duct Accessories
HVAC Power Ventilators
Air Terminal Units
Diffusers, Registers, & Grilles
Breechings, Chimneys and Stacks
Water-Tube Boilers
Heat Exchangers for HVAC
Centrifugal Water Chillers
Refrigerant Monitoring System
Cooling Towers
Chilled Water Filtration Systems
Custom Air Handling Units
Computer-Room Air Conditioners
Split System Air-Conditioners
Fan Coil Units
Radiant-Heating Hydronic Piping
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
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10-17-2008
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DIVISION 26 - ELECTRICAL
26 00 10
26 00 20
26 05 00
26 05 19
26 05 26
26 05 29
26 05 33
26 05 43
26 05 48
26 05 53
26 05 73
26 09 23
26 09 43
26 22 00
General Provisions
Scope of Work
Common Work Results For Electrical
Low-Voltage Electrical Power Conductors & Cables
Grounding & Bonding For Electrical Systems
Hangers & Supports For Electrical Systems
Raceway & Boxes For Electrical Systems
Underground Ducts & Raceways For Electrical Systems
Vibration and Seismic Controls for Electrical Systems
Identification For Electrical Systems
Overcurrent Protective Device Coordination and Arc Flash Study
Lighting Control Devices
Network Lighting Controls
Low-Voltage Transformers
Student Resource Center
Central New Mexico Community College
Project Number 60017462
00000 - 6
10-17-2008
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Addendum No. 8
November 13, 2008
Division
Section Title
Issue Date
26 24 13
26 24 16
26 26 00
26 27 26
26 28 13
26 28 16
26 28 26
26 32 13
26 33 54
26 36 00
26 41 13
26 51 00
26 56 00
Switchboards
Panelboards
Power Distribution Units
Wiring Devices
Fuses
Enclosed Switches & Circuit Breakers
Track Busway System
Engine Generators
Multi-Module Uninterruptible Power Supply
Transfer Switches
Lightning Protection for Structures
Interior Lighting
Exterior Lighting
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
10-17-2008
DIVISION 27 – COMMUNICATIONS
27 05 00
27 05 26
27 05 28
27 05 43
27 05 53
27 11 01
27 11 02
27 11 07
27 11 19
27 13 00
27 51 19
27 53 13
Common Work Results for Communications
Grounding and Bonding
Pathways for Communications Systems
Underground Ducts and Raceways for
Communications Systems
Identification for Communications Systems
Telecommunications Rooms and Spaces
Main Equipment Rooms and Entrance Facilities
Telecommunications Room Finishes
Communication Termination Blocks and Patch Panels
Communications Backbone Cabling
Sound Masking System
Clock Systems
10-17-2008
10-17-2008
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DIVISION 28 - ELECTRICAL SAFETY AND SECURITY
28 05 13
28 31 11
28 41 13
Conductors and Cables for Electronic Safety
Addressable Fire Alarm System
Library Materials Detection System
10-17-2008
10-17-2008
10-17-2008
Site and Infrastructure Subgroup
DIVISION 31 - EARTHWORK
31 10 00
31 20 00
31 25 00
Site Clearing
Earth Moving
Erosion and Sedimentation Control
10-17-2008
10-17-2008
10-17-2008
DIVISION 32 - EXTERIOR IMPROVEMENTS
Student Resource Center
Central New Mexico Community College
Project Number 60017462
00000 - 7
TABLE OF CONTENTS
Addendum No. 8
November 13, 2008
Division
Section Title
Issue Date
32 12 16
32 14 00
32 16 00
32 31 13
32 80 00
32 90 00
Asphalt Paving
Unit Paving
Curbs, Gutters, Sidewalks and Driveways
Chain Link Fences and Gates
Irrigation
Planting
10-17-2008
11-07-2008
10-17-2008
11-13-2008
10-17-2008
10-17-2008
DIVISION 33 - UTILITIES
33 01 00
33 42 00
Water and Sewer Utility Work
Storm Drainage
10-17-2008
10-17-2008
Process Equipment Subgroup
DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT
Not Applicable
APPENDIX
Geotechnical Report
Student Resource Center
Central New Mexico Community College
Project Number 60017462
10-17-2008
00000 - 8
TABLE OF CONTENTS
Addendum No. 8
November 13, 2008
SECTION 323113 - CHAIN LINK FENCES AND GATES
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
SUMMARY
A.
Section Includes:
1.
1.3
Chain-link fences.
PERFORMANCE REQUIREMENTS
A.
1.4
Structural Performance: Chain-link fence and gate framework shall withstand the effects of
gravity loads and the following loads and stresses within limits and under conditions indicated
according to ASCE/SEI 7:
SUBMITTALS
A.
Product Data: For each type of product indicated.
1.
2.
3.
B.
1.5
Fence and gate posts, rails, and fittings.
Chain-link fabric, reinforcements, and attachments.
Gates and hardware.
Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.
Show accessories, hardware, gate operation, and operational clearances.
PROJECT CONDITIONS
A.
Field Measurements:
Drawings.
Verify layout information for chain-link fences and gates shown on
PART 2 - PRODUCTS
2.1
CHAIN-LINK FENCE FABRIC
A.
General: Provide fabric in one-piece heights measured between top and bottom of outer edge
of selvage knuckle or twist. Comply with CLFMI Product Manual and with requirements
indicated below:
Student Resource Center
Central New Mexico Community College
Project Number 60017462
323113 - 1
CHAIN LINK FENCES AND GATES
Addendum No. 8
November 13, 2008
1.
2.
Fabric Height: 96 inches.
Steel Wire Fabric: Wire with a diameter of 0.148 inch.
a.
b.
3.
2.2
Mesh Size: 2 inches.
Zinc-Coated Fabric: ASTM A 392, Type II, Class 1, 1.2 oz. /sq. ft. with zinc coating
applied before weaving.
Selvage: Knuckled at both selvages.
FENCE FRAMING
A.
Posts and Rails: Comply with ASTM F 1043 for framing, including rails, braces, and line;
terminal; and corner posts. Provide members with minimum dimensions and wall thickness
according to ASTM F 1043 or ASTM F 1083 based on the following:
1.
2.
Fence Height: 96 inches.
Light Industrial Strength:
welded pipe.
a.
b.
3.
Intermediate, top and bottom rails complying with
Top Rail: 1.66 inches in diameter.
Brace Rails: Comply with ASTM F 1043.
Metallic Coating for Steel Framing:
a.
2.3
Line Post: 2.375 inches in diameter.
End, Corner and Pull Post: 2.875 inches.
Horizontal Framework Members:
ASTM F 1043.
a.
4.
5.
Material Group IC-L, round steel pipe, electric-resistance-
Type C, Zn-5-Al-MM alloy, consisting of not less than 1.8-oz. /sq. ft. coating.
SWING GATES
A.
General: Comply with ASTM F 900 for gate posts and single swing gate types.
1.
2.
B.
Gate Leaf Width: 36 inches .
Gate Fabric Height: 84 inches.
Pipe and Tubing:
1.
2.
3.
Zinc-Coated Steel: Comply with ASTM F 1043 and ASTM F 1083; protective coating and
finish to match fence framing.
Gate Posts: Round tubular steel.
Gate Frames and Bracing: Round tubular steel.
C.
Frame Corner Construction: Welded.
D.
Hardware:
1.
Hinges: 180-degree inward swing.
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CHAIN LINK FENCES AND GATES
Addendum No. 8
November 13, 2008
2.
3.
2.4
Latches permitting operation from both sides of gate with provision for padlocking
accessible from both sides of gate.
Padlock and Chain: Provided by owner.
FITTINGS
A.
General: Comply with ASTM F 626.
B.
Post Caps: Provide for each post.
1.
Provide line post caps with loop to receive tension wire or top rail.
C.
Rail and Brace Ends: For each gate, corner, pull, and end post.
D.
Rail Fittings: Provide the following:
1.
2.
Top Rail Sleeves: Pressed-steel or round-steel tubing not less than 6 inches long.
Rail Clamps: Line and corner boulevard clamps for connecting intermediate and bottom
rails in the fence line-to-line posts.
E.
Tension and Brace Bands: Pressed steel.
F.
Tension Bars: Steel, length not less than 2 inches shorter than full height of chain-link fabric.
Provide one bar for each gate and end post, and two for each corner and pull post, unless fabric
is integrally woven into post.
G.
Tie Wires, Clips, and Fasteners: According to ASTM F 626.
1.
Standard Round Wire Ties: For attaching chain-link fabric to posts, rails, and frames,
complying with the following:
a.
2.5
Hot-Dip Galvanized Steel: 0.148-inch-diameter wire; galvanized coating thickness
matching coating thickness of chain-link fence fabric.
GROUT AND ANCHORING CEMENT
A.
Nonshrink, Nonmetallic Grout:
Premixed, factory-packaged, nonstaining, noncorrosive,
nongaseous grout complying with ASTM C 1107. Provide grout, recommended in writing by
manufacturer, for exterior applications.
PART 3 - EXECUTION
3.1
INSTALLATION, GENERAL
A.
3.2
Install chain-link fencing to comply with ASTM F 567 and more stringent requirements indicated.
CHAIN-LINK FENCE INSTALLATION
A.
Post Setting: Set posts with mechanical anchors at required spacing onto concrete slab.
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CHAIN LINK FENCES AND GATES
Addendum No. 8
November 13, 2008
1.
Verify that posts are set plumb, aligned, and at correct height and spacing, and hold in
position during setting mechanical devices.
B.
Terminal Posts: Locate terminal end, corner, and gate posts per ASTM F 567 and terminal pull
posts at changes in horizontal or vertical alignment of 30 degrees or more.
C.
Line Posts: Space line posts uniformly at 96 inches o.c.
D.
Post Bracing and Intermediate Rails: Install according to ASTM F 567, maintaining plumb
position and alignment of fencing. Diagonally brace terminal posts to adjacent line posts with
truss rods and turnbuckles. Install braces at end and gate posts and at both sides of corner and
pull posts.
1.
Locate horizontal braces at midheight of fabric 72 inches or higher, on fences with top rail
and at two-third fabric height on fences without top rail. Install so posts are plumb when
diagonal rod is under proper tension.
E.
Top Rail: Install according to ASTM F 567, maintaining plumb position and alignment of
fencing. Run rail continuously through line post caps, bending to radius for curved runs and
terminating into rail end attached to posts or post caps fabricated to receive rail at terminal
posts. Provide expansion couplings as recommended in writing by fencing manufacturer.
F.
Intermediate and Bottom Rails: Install and secure to posts with fittings.
G.
Chain-Link Fabric: Apply fabric to outside of enclosing framework. Leave 1 inch between finish
floor or surface and bottom selvage unless otherwise indicated. Pull fabric taut and tie to posts,
rails, and tension wires. Anchor to framework so fabric remains under tension after pulling force
is released.
H.
Tension or Stretcher Bars: Thread through fabric and secure to end, corner, pull, and gate
posts with tension bands spaced not more than 15 inches o.c.
I.
Tie Wires: Use wire of proper length to firmly secure fabric to line posts and rails. Attach wire
at one end to chain-link fabric, wrap wire around post a minimum of 180 degrees, and attach
other end to chain-link fabric per ASTM F 626. Bend ends of wire to minimize hazard to
individuals and clothing.
1.
J.
3.3
Maximum Spacing: Tie fabric to line posts at 12 inches o.c. and to braces at 24 inches
o.c.
Fasteners: Install nuts for tension bands and carriage bolts on the side of the fence opposite
the fabric side.
GATE INSTALLATION
A.
Install gates according to manufacturer's written instructions, level, plumb, and secure for full
opening without interference. Attach fabric as for fencing. Attach hardware using tamperresistant or concealed means. Install ground-set items in concrete for anchorage. Adjust
hardware for smooth operation and lubricate where necessary.
Student Resource Center
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Project Number 60017462
323113 - 4
CHAIN LINK FENCES AND GATES
Addendum No. 8
November 13, 2008
3.4
ADJUSTING
A.
Gates: Adjust gates to operate smoothly, easily, and quietly, free of binding, warp, excessive
deflection, distortion, nonalignment, misplacement, disruption, or malfunction, throughout entire
operational range. Confirm that latches and locks engage accurately and securely without
forcing or binding.
END OF SECTION 323113
Student Resource Center
Central New Mexico Community College
Project Number 60017462
323113 - 5
CHAIN LINK FENCES AND GATES
Addendum No. 8
November 13, 2008
SECTION 107500 - FLAGPOLES
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
SUMMARY
A.
Section includes ground-mounted flagpoles made from aluminum.
B.
Owner-Furnished Material: Flags.
1.3
PERFORMANCE REQUIREMENTS
A.
Structural Performance: Flagpole assemblies, including anchorages and supports, shall
withstand the effects of gravity loads, and the following loads and stresses within limits and
under conditions indicated according to the following design criteria:
1.
2.
3.
1.4
Seismic Loads: According to SEI/ASCE 7.
Wind Loads: According to NAAMM FP 1001, "Guide Specifications for Design of Metal
Flagpoles.".
Base flagpole design on nylon or cotton flags of maximum standard size suitable for use
with flagpole or flag size indicated, whichever is more stringent.
SUBMITTALS
A.
Product Data: For each type of product indicated. Include construction details, material
descriptions, dimensions of individual components and profiles, operating characteristics,
fittings, accessories, and finishes for flagpoles.
B.
Shop Drawings: For flagpoles. Include plans, elevations, details, and attachments to other
work. Show general arrangement, jointing, fittings, accessories, grounding, anchoring, and
support.
1.
Include section, and details of foundation system for ground-mounted flagpoles.
C.
Samples for Verification: For each type of exposed finish required, in manufacturer's standard
sizes.
D.
Delegated-Design Submittal: For flagpole assemblies indicated to comply with performance
requirements and design criteria, including analysis data signed and sealed by the qualified
professional engineer responsible for their preparation.
1.
Include loads, point reactions, and locations for attachment of flagpoles to building's
structure.
Student Resource Center
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Project Number 60017462
107500 - 1
FLAGPOLES
Addendum No. 8
November 13, 2008
E.
Qualification Data: For qualified professional engineer.
F.
Operation and Maintenance Data:
manuals.
1.5
For flagpoles to include in operation and maintenance
QUALITY ASSURANCE
A.
1.6
Source Limitations: Obtain flagpole as complete unit, including fittings, accessories, bases, and
anchorage devices, from single source from single manufacturer.
DELIVERY, STORAGE, AND HANDLING
A.
General: Spiral wrap flagpoles with heavy paper and enclose in a hard fiber tube or other
protective container.
PART 2 - PRODUCTS
2.1
MANUFACTURERS
A.
Manufacturers:
following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
2.2
Subject to compliance with requirements, provide products by one of the
American Flagpole; a Kearney-National Inc. company.
Atlantic Fiberglass Products, Inc.
Baartol Company.
Concord Industries, Inc.
Eder Flag Manufacturing Company, Inc.
Ewing Flagpoles.
Lingo Inc.; Acme Flagpole Company Division.
Millerbernd Manufacturing Company.
Morgan-Francis; Division of Original Tractor Cab Co., Inc.
PLP Composite Technologies, Inc.
Pole-Tech Company Inc.
U.S. Flag & Flagpole Supply, LP.
USS Manufacturing Inc.
FLAGPOLES
A.
Flagpole Construction, General: Construct flagpoles in one piece if possible. If more than one
piece is necessary, comply with the following:
1.
2.
3.
B.
Fabricate shop and field joints without using fasteners, screw collars, or lead calking.
Provide flush hairline joints using self-aligning, snug-fitting, internal sleeves.
Provide self-aligning, snug-fitting joints.
Exposed Height: 30 feet.
Student Resource Center
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Project Number 60017462
107500 - 2
FLAGPOLES
Addendum No. 8
November 13, 2008
C.
Aluminum Flagpoles: Provide conical tapered flagpoles fabricated from seamless extruded
tubing complying with ASTM B 241/B 241M, Alloy 6063, with a minimum wall thickness of 3/16
inch.
D.
Metal Foundation Tube: Manufacturer's standard corrugated-steel foundation tube, not less
than 0.064-inch-nominal wall thickness. Provide with 3/16-inch steel bottom plate and support
plate; 3/4-inch- diameter, steel ground spike; and steel centering wedges welded together.
Galvanize steel after assembly. Provide loose hardwood wedges at top of foundation tube for
plumbing pole.
1.
E.
Sleeve for Aluminum Flagpole: Fiberglass or PVC pipe foundation sleeve, made to fit flagpole,
for casting into concrete foundation.
1.
2.3
Provide flashing collar of same material and finish as flagpole.
Provide flashing collar of same material and finish as flagpole.
FITTINGS
A.
Finial Ball: Manufacturer's standard flush-seam ball, sized as indicated or, if not indicated, to
match flagpole-butt diameter.
1.
B.
0.063-inch spun aluminum, finished to match flagpole.
Internal Halyard, Cam Cleat System: 5/16-inch-diameter, braided polypropylene halyard; cam
cleat; and concealed revolving truck assembly with plastic-coated counterweight and sling.
Provide flush access door secured with cylinder lock. Finish truck assembly to match flagpole.
1.
Halyard Flag Snaps: Provide two bronze swivel snap hooks per halyard.
a.
2.
Plastic Halyard Flag Clips: Made from injection-molded, UV-stabilized, acetal resin
(Delrin). Clips attach to flag and have two eyes for inserting both runs of halyards.
Provide two flag clips per halyard.
a.
2.4
Provide with neoprene or vinyl covers.
Product: Subject to compliance with requirements, provide "Quiet Halyard" flag
clasp by Lingo.
MISCELLANEOUS MATERIALS
A.
Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive, nongaseous grout
complying with ASTM C 1107.
B.
Drainage Material: Crushed stone, or crushed or uncrushed gravel; coarse aggregate.
C.
Sand: ASTM C 33, fine aggregate.
D.
Elastomeric Joint Sealant: Single-component nonsag urethane joint sealant complying with
requirements in Division 07 Section "Joint Sealants" for Use NT (nontraffic) and for Use M, G,
A, and, as applicable to joint substrates indicated, for Use O.
Student Resource Center
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Project Number 60017462
107500 - 3
FLAGPOLES
Addendum No. 8
November 13, 2008
E.
2.5
Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187.
GENERAL FINISH REQUIREMENTS
A.
Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for
recommendations for applying and designating finishes.
B.
Appearance of Finished Work: Noticeable variations in same piece are not acceptable.
Variations in appearance of adjoining components are acceptable if they are within the range of
approved Samples and are assembled or installed to minimize contrast.
2.6
ALUMINUM FINISHES
A.
Natural Satin Finish: AA-M32, fine, directional, medium satin polish; buff complying with AAM20; seal aluminum surfaces with clear, hard-coat wax.
B.
Clear Anodic Finish: AAMA 611, AA-M12C22A31, Class II, 0.010 mm or thicker.
PART 3 - EXECUTION
3.1
EXAMINATION
A.
Examine substrates, areas, and conditions, with Installer present, for compliance with
requirements for installation tolerances, including foundation; accurate placement, pattern,
orientation of anchor bolts, and other conditions affecting performance of the Work.
B.
Proceed with installation only after unsatisfactory conditions have been corrected.
3.2
PREPARATION
A.
Prepare uncoated metal flagpoles that are set in foundation tubes by painting below-grade
portions with a heavy coat of bituminous paint.
B.
Foundation Excavation: Excavate to neat clean lines in undisturbed soil. Remove loose soil
and foreign matter from excavation and moisten earth before placing concrete. Place and
compact drainage material at excavation bottom.
C.
Provide forms where required due to unstable soil conditions and for perimeter of flagpole base
at grade. Secure and brace forms to prevent displacement during concreting.
D.
Place concrete, as specified in Division 03 Section "Cast-in-Place Concrete." Compact concrete
in place by using vibrators. Moist-cure exposed concrete for not less than seven days or use
nonstaining curing compound.
E.
Trowel exposed concrete surfaces to a smooth, dense finish, free of trowel marks, and uniform
in texture and appearance. Provide positive slope for water runoff to perimeter of concrete
base.
Student Resource Center
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Project Number 60017462
107500 - 4
FLAGPOLES
Addendum No. 8
November 13, 2008
3.3
FLAGPOLE INSTALLATION
A.
General: Install flagpoles where shown and according to Shop Drawings and manufacturer's
written instructions.
B.
Ground Set: Place foundation tube, [sleeve, center, and brace to prevent displacement during
concreting. Place concrete. Plumb and level foundation tube sleeve and allow concrete to
cure. Install flagpole, plumb, in foundation tube sleeve.
1.
C.
Foundation Tube: Place tube seated on bottom plate between steel centering wedges
and install hardwood wedges to secure flagpole in place. Place and compact sand in
foundation tube and remove hardwood wedges. Seal top of foundation tube with a 2-inch
layer of elastomeric joint sealant and cover with flashing collar.
Baseplate: Cast anchor bolts in concrete foundation. Install baseplate on washers placed over
leveling nuts on anchor bolts and adjust until flagpole is plumb. After flagpole is plumb, tighten
retaining nuts and fill space under baseplate solidly with nonshrink, nonmetallic grout. Finish
exposed grout surfaces smooth and slope 45 degrees away from edges of baseplate.
END OF SECTION 107500
Student Resource Center
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Project Number 60017462
107500 - 5
FLAGPOLES
Bid/Permit Set
August 18, 2008
SECTION 124816 - ENTRANCE FLOOR GRILLES
PART 1 - GENERAL
1.1
RELATED DOCUMENTS
A.
1.2
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 01 Specification Sections, apply to this Section.
SUMMARY
A.
1.3
This Section includes recessed foot grilles and frames.
PERFORMANCE REQUIREMENTS
A.
Structural Performance: Provide foot grilles and frames capable of withstanding the following
loads and stresses:
1.
2.
1.4
Uniform floor load of 300 lbf/sq. ft.
Wheel load of 350 lb per wheel.
SUBMITTALS
A.
Product Data: Include construction details, material descriptions, dimensions of individual
components and profiles, and finishes for foot grilles and frames.
B.
Shop Drawings: Show the following:
1.
2.
C.
Samples for Verification: For each type of product indicated.
1.
D.
1.5
Divisions between grille sections.
Perimeter floor moldings.
Foot Grille: 12-inch-square assembled sections.
Maintenance Data: For foot grilles and frames to include in maintenance manuals.
QUALITY ASSURANCE
A.
Source Limitations:
manufacturer.
Obtain foot grilles and frames through one source from a single
B.
Accessibility Requirements: Provide installed foot grilles that comply with Section 4.5 in the
U.S. Architectural & Transportation Barriers Compliance Board's "Americans with Disabilities
Act (ADA), Accessibility Guidelines for Buildings and Facilities (ADAAG)."
Equity Office / Mountain View, CA
DMJM Project # 60039093
124816 - 1
ENTRANCE FLOOR GRILLES
Bid/Permit Set
August 18, 2008
1.6
PROJECT CONDITIONS
A.
1.7
Field Measurements: Indicate measurements on Shop Drawings.
COORDINATION
A.
Coordinate size and location of recesses in concrete to receive foot grilles and frames.
PART 2 - PRODUCTS
2.1
MANUFACTURERS
A.
Basis-of-Design Product: Subject to compliance with requirements, provide Reese Enterprises
Inc., model “Perfec Grate” with frame 424 or a comparable product by one of the following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
2.2
ARDEN Architectural Specialties, Inc.
Balco, Inc.
Cactus Mat Mfg. Co.
Crowder, K. N. Manufacturing, Inc.
C/S Group.
J. L. Industries, Inc.
Kadee Industries, Inc.
Mats, Inc.
Pawling Corporation; Architectural Products Division.
Reese Enterprises, Inc.
MATERIALS
A.
Aluminum Sheet: ASTM B 209, alloy and temper recommended by aluminum producer and
finisher for type of use and finish indicated, and with not less than strength and durability
properties of Alloy 5005-H15.
B.
Extruded Aluminum: ASTM B 221, Alloy 6061-T6 or Alloy 6063-T5, T6, or T52 as standard with
manufacturer. Coat surface of frame in contact with cementitious materials with manufacturer's
standard protective coating.
C.
Stainless-Steel Angles: ASTM A 276 or ASTM A 479/A 479M, corrosion resistant, Type 304.
2.3
FOOT GRILLES
A.
General: Provide manufacturer's standard foot-grille assemblies consisting of treads of type
and profile indicated, interlocked or joined together by cross members, and with support legs (if
any) and other components needed to produce a complete installation.
B.
Aluminum Foot Grilles: Provide manufacturer's standard foot grilles with extruded members,
top-surfaced tread rails, and as follows:
1.
Tread Rails: Extruded-aluminum tread rails with extruded-aluminum frame.
Equity Office / Mountain View, CA
DMJM Project # 60039093
124816 - 2
ENTRANCE FLOOR GRILLES
Bid/Permit Set
August 18, 2008
2.
3.
Tread Rail Spacing: 1-1/2 inches o.c. with 1/8- to 3/16-inch-wide openings between
treads.
Aluminum Finish: Mill.
a.
4.
Top Surface: Alternating carpet treads and serrated aluminum. Carpet to be fusionbonded, level-cut-pile nylon carpet insert; 1/4 inch high, 28 oz./sq. yd.
a.
5.
2.4
Colors: Clear natural aluminum.
Colors: As selected by Architect from manufacturer's full range.
Grille Size: As indicated.
FRAMES
A.
2.5
Provide manufacturer's standard frames of size and style for grille type, for permanent recessed
installation in subfloor, complete with installation anchorages and accessories. Unless
otherwise indicated, fabricate frame of same material and finish as grilles.
SUPPORT SYSTEM
A.
2.6
Level Bed Applications: Provide manufacturer's standard, vinyl cushion support system.
FABRICATION
A.
Shop fabricate foot grilles to greatest extent possible in sizes as indicated. Unless otherwise
indicated, provide each grille as a single unit; do not exceed manufacturer's recommended
maximum sizes for units that are removed for maintenance and cleaning. Where joints in grilles
are necessary, space symmetrically and away from normal traffic lanes.
B.
Fabricate frame members in single lengths or, where frame dimensions exceed maximum
available lengths, provide minimum number of pieces possible, with hairline joints equally
spaced and pieces spliced together by straight connecting pins.
2.7
FINISHES, GENERAL
A.
Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for
recommendations for applying and designating finishes.
B.
Protect mechanical finishes on exposed surfaces from damage by applying a strippable,
temporary protective covering before shipping.
2.8
ALUMINUM FINISHES
A.
Finish designations prefixed by AA comply with the system established by the Aluminum
Association for designating aluminum finishes.
B.
Mill Finish: AA-M10 (Mechanical Finish: as fabricated); grind and buff as required to remove
scratches, welding, or abrasions produced in fabrication process.
Equity Office / Mountain View, CA
DMJM Project # 60039093
124816 - 3
ENTRANCE FLOOR GRILLES
Bid/Permit Set
August 18, 2008
PART 3 - EXECUTION
3.1
EXAMINATION
A.
Examine substrates and floor conditions for compliance with requirements for location, size,
minimum recess depth, and other conditions affecting installation of foot grilles and frames.
B.
Proceed with installation only after unsatisfactory conditions have been corrected.
3.2
INSTALLATION
A.
3.3
Install recessed foot grilles and frames to comply with manufacturer's written instructions at
locations indicated and with top of foot grilles and frames in relationship to one another and to
adjoining finished flooring as recommended by manufacturer. Set foot-grille tops at height for
most effective cleaning action. Coordinate top of foot-grille surfaces with doors that swing
across grilles to provide clearance under door.
PROTECTION
A.
After completing frame installations, provide temporary filler of plywood or fiberboard in footgrille recesses and cover frames with plywood protective flooring. Maintain protection until
construction traffic has ended and Project is near Substantial Completion.
END OF SECTION 124816
Equity Office / Mountain View, CA
DMJM Project # 60039093
124816 - 4
ENTRANCE FLOOR GRILLES