February 14, 2013 Invitation to Bid - Tolleson Field Operations Facility

Transcription

SD-1
SECTION 13000
METAL BUILDING SYSTEMS
GENERAL
1.1
A.
SECTION INCLUDES
Metal Building System:
1.
2.
3.
4.
5.
1.2
Structural steel framing system.
Metal roof system.
Metal wall system.
Roof and wall insulation systems.
The Mezzanine is a separate, unattached structure, NOT INCLUDED in this section.
RELATED REQUIREMENTS
A.
Section 03300-Cast in Place Concrete
B.
Section 03200-Concrete Reinforcement
1.3
REFERENCE STANDARDS
A.
American Institute of Steel Construction (AISC):
1.
AISC Specification for Structural Steel Buildings.
2.
AISC Serviceability Design Considerations for Low-Rise Buildings.
B.
American Iron and Steel Institute (AISI):
1.
AISI North American Specification for the Design of Cold-Formed Steel Structural Members.
C.
American Welding Society (AWS):
1.
AWS D1.1 / D1.1M – Structural Welding Code – Steel.
2.
AWS D1.3 / D1.3M – Structural Welding Code – Sheet Steel.
D.
ASTM International (ASTM):
1.
ASTM A 325 – Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi
Minimum Tensile Strength.
2.
ASTM A 653 / A 653M – Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or
Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.
3.
ASTM A 792 / A 792M – Standard Specification for Steel Sheet, 55 % Aluminum-Zinc AlloyCoated by the Hot-Dip Process.
4.
ASTM B 117 – Standard Practice for Operating Salt Spray (Fog) Apparatus.
5.
ASTM C 518 – Standard Test Method for Steady-State Thermal Transmission Properties by Means
of the Heat Flow Meter Apparatus.
Tolleson Field Operations Center
HDA No. 1213
Metal Building System
SECTION 13000.1
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
ASTM C 1363 – Standard Test Method for Thermal Performance of Building Materials and
Envelope Assemblies by Means of a Hot Box Apparatus.
ASTM D 522 – Standard Test Methods for Mandrel Bend Test of Attached Organic Coatings.
ASTM D 523 – Standard Test Method for Specular Gloss.
ASTM D 968 – Standard Test Methods for Abrasion Resistance of Organic Coatings by Falling
Abrasive.
ASTM D 1308 – Standard Test Method for Effect of Household Chemicals on Clear and Pigmented
Organic Finishes.
ASTM D 2244 – Standard Practice for Calculation of Color Tolerances and Color Differences from
Instrumentally Measured Color Coordinates.
ASTM D 2247 – Standard Practice for Testing Water Resistance of Coatings in 100% Relative
Humidity.
ASTM D 2794 – Standard Test Method for Resistance of Organic Coatings to the Effects of Rapid
Deformation (Impact).
ASTM D 3361 – Standard Practice for Unfiltered Open-Flame Carbon-Arc Exposures of Paint and
Related Coatings.
ASTM D 4214 – Standard Test Methods for Evaluating the Degree of Chalking of Exterior Paint
Films.
ASTM E 84 – Standard Test Method for Surface Burning Characteristics of Building Materials.
ASTM E 96 / E 96M – Standard Test Methods for Water Vapor Transmission of Materials.
ASTM E 1592 – Standard Test Method for Structural Performance of Sheet Metal Roof and Siding
Systems by Uniform Static Air Pressure Difference.
ASTM G 87 – Standard Practice for Conducting Moist SO2 Tests.
E.
Metal Building Manufacturers Association (MBMA):
1.
MBMA Metal Building Systems Manual.
F.
North American Insulation Manufacturers Association (NAIMA):
1.
NAIMA 202 – Standard For Flexible Fiber Glass Insulation to be Laminated for Use in Metal
Buildings.
G.
The Society for Protective Coatings (SSPC):
1.
SSPC-Paint 25 - Primer for Use Over Hand Cleaned Steel performs to SSPC-Paint 25 standards.
2.
SSPC-SP2 – Hand Tool Cleaning.
H.
Underwriters Laboratories (UL):
1.
UL 580 – Standard for Tests for Uplift Resistance of Roof Assemblies.
2.
UL 723 – Standard for Test for Surface Burning Characteristics of Building Materials.
1.4
PREINSTALLATION MEETINGS
A.
Convene preinstallation meeting 2 weeks before start of installation of metal building system.
B.
Require attendance of parties directly affecting work of this section, including Contractor, Architect,
Engineer, installer, and metal building system manufacturer’s representative.
C.
Review materials, installation, protection, and coordination with other work.
1.5
A.
SUBMITTALS
Comply with Section 01300 - Submittal Procedures.
HDA No. 1213
SECTION 13000.2
B.
Product Data: Submit metal building system manufacturer’s product information, specifications, and
installation instructions for building components and accessories.
C.
Erection Drawings: Submit metal building system manufacturer’s erection drawings, including plans,
elevations, sections, and details, indicating roof framing, transverse cross-sections, covering and trim
details, and accessory installation details to clearly indicate proper assembly of building components.
D.
Certification: Submit written “Certificate of design and manufacturing conformance” prepared and
signed by a Professional Engineer, registered to practice in Arizona verifying that the metal building
system design and metal roof system design (including panels, clips, and support system components)
meet indicated loading requirements and codes of authorities having jurisdiction.
1.
Certification shall reference specific dead loads, live loads, snow loads, wind loads/speeds,
tributary area load reductions (if applicable), concentrated loads, collateral loads, seismic loads,
end-use categories, governing code bodies, including year, and load applications.
2.
Submit certification 1 week before bid date on the metal building system manufacturer’s letterhead.
E.
Submit certification verifying that the metal roof system has been tested and approved by Underwriter’s
Laboratory as Class 90.
F.
Dealer Certification: Submit certification 1 week before bid date that the metal building system supplier
or metal roof system supplier is a manufacturer’s authorized and franchised dealer of the system to be
furnished.
1.
Certification shall state date on which authorization was granted.
G.
Installer Certification: Submit certification 1 week before bid date that the metal building system or roof
system installer has been regularly engaged in the installation of building systems of the same or equal
construction to the system specified.
H.
Warranty Documentation: Submit manufacturer’s standard warranty.
1.6
QUALITY ASSURANCE
A.
Manufacturer’s Qualifications:
1.
Manufacturer regularly engaged, for past 10 years, in manufacture of metal building systems of
similar type to that specified.
2.
Accredited based on IAS Accreditation Criteria AC472 and requirements in International Building
Code (IBC), Chapter 17.
B.
Installer's Qualifications:
1.
Installer regularly engaged, for past 5 years, in installation of metal building systems of similar type
to that specified.
2.
Employ persons trained for installation of metal building systems.
C.
Certificate of design and manufacturing conformance:
1.
Metal building system manufacturer shall submit written certification prepared and signed by a
Professional Engineer, registered to practice in Arizona verifying that building system design and
metal roof system design (including panels, clips, and support system components) meet indicated
loading requirements and codes of authorities having jurisdiction.
2.
Certification shall reference specific dead loads, live loads, snow loads, wind loads/speeds,
tributary area load reductions (if applicable), concentrated loads, collateral loads, seismic loads,
end-use categories, governing code bodies, including year, and load applications.
HDA No. 1213
SECTION 13000.3
3.
4.
D.
1.7
Certificate shall be on metal building system manufacturer’s letterhead.
Refer to Submittals article of this specification section.
Material Testing:
1.
In addition to material certifications of structural steel, metal building system manufacturer shall
provide, upon request at time of order, evidence of compliance with specifications through testing.
2.
This quality assurance testing shall include testing of structural bolts, nuts, screw fasteners, mastics,
and metal coatings (primers, metallic coated products, and painted coil products).
DELIVERY, STORAGE, AND HANDLING
A.
Delivery and Acceptance Requirements: Deliver materials to site in manufacturer’s original, unopened
containers and packaging, with labels clearly identifying product name and manufacturer.
B.
Storage and Handling Requirements:
1.
Store and handle materials in accordance with manufacturer’s instructions.
2.
Keep materials in manufacturer’s original, unopened containers and packaging until installation.
3.
Do not store materials directly on ground.
4.
Store materials on flat, level surface, raised above ground, with adequate support to prevent
sagging.
5.
Protect materials and finish during storage, handling, and installation to prevent damage.
1.8
WARRANTY
A.
Metal building system manufacturer shall provide a written warranty for 25 years against perforation of
metal roof panels due to corrosion under normal weather and atmospheric conditions.
1.
Warranty shall be signed by metal roof system manufacturer.
B.
Metal building system manufacturer shall provide a paint film written warranty for 25 years against
cracking, peeling, chalking, and fading of exterior coating on painted roof and wall panels.
1.
Warranty shall be signed by metal building system or roof system manufacturer and state that the
coating contains 70 percent “Kynar 500” or “Hylar 5000” resin.
2.
Metal building system manufacturer shall warrant that the coating shall not peel, crack, or chip for
25 years.
3.
For a period of 25 years, chalking shall not exceed ASTM D 4214, #8 rating and shall not fade
more than 5 color difference units in accordance with ASTM D 2244.
C.
Metal Building System Manufacturer’s Certification: Metal building system manufacturer shall submit a
signed written Certification 1 week before bid date, stating that the metal roof system manufacturer or
approved representative will provide warranties and Inspection and Report Service specified in this
specification section.
1.
Warranty terms shall be submitted with bid.
PART 2
2.1
A.
PRODUCTS
MANUFACTURER
Metal Building System Manufacturer: Butler Manufacturing, PO Box 419917, Kansas City, Missouri
64141. Phone 816-968-3000. Website www.butlermfg.com.
HDA No. 1213
SECTION 13000.4
2.2
BUILDING DESCRIPTION
A.
Building Dimensions: Indicated on the Drawings.
1.
Horizontal Dimensions: Measure to inside face of wall sheets.
2.
Eave Height: Measure from top of finished floor to intersection of insides of roof and sidewall
sheets.
3.
Clear Height Between Finished Floor and Bottom of Roof Steel: Indicated on the Drawings.
B.
Primary Structural Members:
1.
Primary Framing System: Butler Manufacturing framing system as specified in this specification
section.
2.
Frames: Welded-up plate section columns and roof beams, complete with necessary splice plates
for bolted field assembly as specified in this specification section.
3.
Bolts for Field Assembly of Primary Steel: High-strength bolts as indicated on erection drawings
of metal building system manufacturer.
4.
Beam and Post Endwall Frames: Endwall corner posts, endwall roof beams, and endwall posts as
required by design criteria.
5.
Exterior Columns: Welded-up "H" sections or cold-formed “C” sections.
6.
Interior Columns: “H” sections or tube columns.
7.
Connection of Primary Structural Members: ASTM A 325 bolts through factory-punched holes.
8.
Primary Structural Members: Paint with metal building system manufacturer's standard primer
with surface preparation as specified in this specification section.
C.
Secondary Structural Members:
1.
Secondary Framing System: Butler Manufacturing framing system as specified in this specification
section.
2.
C/Z Purlins and Girts: Acrylic-coated G30 galvanized finish.
D.
Metal Roof System: Butler Manufacturing metal roof system as specified in this specification section.
E.
Metal Wall System: Butler Manufacturing metal wall system as specified in this specification section.
F.
Where metal panels are required to be painted, use coating system as specified in this specification
section.
2.3
DESIGN LOADS
A.
Governing Design Code:
1.
Structural design for the building structural system shall be provided by the metal building system
manufacturer for the following design criteria:
a.
Governing Building Code: IBC
b.
Year/Version; 2006
c.
Occupancy Category: S-1/S-2/B Mixed Occupancy
B.
Roof Live Load:
1.
Roof live loads are loads produced during the life of the structure by moveable objects.
2.
Wind, snow, seismic, or dead loads are not live loads.
3.
Roof live loads are reducible per the governing code.
C.
Wind Load:
1.
Wind load used for designing the structure shall be the product of the following criteria:
HDA No. 1213
SECTION 13000.5
2.
a.
Wind Exposure Category: C.
b.
Wind Velocity (V), miles per hour: 90.
c.
Wind Importance Factor (Iw): 1.
Wind Pressure Coefficients and the design pressures shall be applied in accordance with the
governing code.
D.
Seismic Load:
1.
Seismic load used for designing the structure shall be based on the following criteria:
a.
Spectral response acceleration for short periods (Ss): 17.0% g.
b.
Spectral response acceleration for 1-sec. period (S1): 6.0 % g.
c.
Site Class: D.
d.
Seismic Importance Factor (I): I.
2.
Seismic loads shall be applied in accordance with the governing code.
E.
Dead Load: Dead load shall consist of the weight of building system construction, such as roof, framing,
and covering members.
F.
Collateral Load:
1.
Collateral load of 8 lbs + 5 lbs (future photovoltaic at south half of building roof) per square foot
shall be applied to the entire structure to account for the weight of additional permanent materials
other than the building system, such as sprinklers, mechanical systems, electrical systems, hung
partitions, and ceilings.
2.
This allowance does not include the weight of hung equipment weighing 50 pounds or more.
3.
Equipment loads of 50 pounds or more shall be indicated on the Drawings and the structure shall be
strengthened as required.
4.
Architect will provide the metal building system manufacturer with the magnitude and approximate
location of concentrated loads greater than 50 pounds before design of the building starts.
G.
Load Combinations: Load combinations used to design primary and secondary structural members shall
be in accordance with the governing code.
2.4
DEFLECTIONS
A.
Lateral deflections, or drift, at the mezzanine level of the structure in relation to the floor or slab on grade,
caused by deflection of horizontal force resisting elements, shall not exceed H/240.
B.
Calculations for deflections shall be done using only the bare frame method.
1.
Reductions based on engineering judgment using the assumed composite stiffness of the building
envelope shall not be allowed.
2.
Drift away from the mezzanine shall be in accordance with AISC Serviceability Design
Considerations for Low-Rise Buildings.
3.
Use of composite stiffness for deflection calculations is permitted only when actual calculations for
the stiffness are included with the design for the specific project.
2.5
A.
STRUCTURAL STEEL FRAMING SYSTEM
General:
1.
Design of Structural System: Clear-span rigid frames with tapered columns and roof beams, with
gable roof.
2.
Components and Parts of Structural System:
a.
Indicated on the Drawings.
HDA No. 1213
SECTION 13000.6
3.
b.
Clearly marked.
c.
Erection Drawings: Supply for identification and assembly of parts.
d.
Drawings: Carry stamp of a registered professional engineer.
Foundations:
a.
Foundations, Including Anchor Bolt Embedment Length: Properly designed by qualified
engineer, retained by other than metal building system manufacturer, in accordance with
specific soil conditions for building site.
b.
Reactions for Proper Design of Foundations: Supplied by metal building system
manufacturer.
c.
Anchor Bolts:
1)
Anchor Bolt Diameter: Indicated on anchor bolt layout drawings furnished by metal
building system manufacturer.
2)
Anchor Bolts: Supplied by Contractor, not metal building system manufacturer.
B.
Structural Steel Design:
1.
Structural Mill Sections or Welded-up Plate Sections: Design in accordance with AISC
Specification for Structural Steel Buildings.
2.
Cold-Formed Steel Structural Members: Design in accordance with AISI North American
Specification for the Design of Cold-Formed Steel Structural Members.
3.
Structural System: Design in accordance with specified building code (Refer to Design Loads and
Building Codes).
C.
Primary Framing:
1.
Rigid Frames:
a.
Frames: Welded-up plate section columns and roof beams, complete with necessary splice
plates for bolted field assembly.
1)
Base Plates, Cap Plates, Compression Splice Plates, and Stiffener Plates: Factory
welded into place and connection holes factory fabricated.
2)
Columns and Roof Beams: Fabricated complete with holes in webs and flanges for
attachment of secondary structural members and bracing, except for fieldwork as noted
on erection drawings furnished by metal building system manufacturer.
b.
Bolts for Field Assembly of Frame Members: ASTM A 325 high-strength bolts as indicated
on erection drawings furnished by metal building system manufacturer.
2.
Endwall Structural Members: Cold-formed channel members designed in accordance with AISI
North American Specification for the Design of Cold-Formed Steel Structural Members or weldedup plate sections designed in accordance with AISC Specification for Structural Steel Buildings.
a.
Endwall Frames: Endwall corner posts, endwall roof beams, and endwall posts as required
by design criteria.
1)
Splice Plates and Base Clips: Shop fabricated complete with bolt connection holes.
2)
Base Plates, Cap Plates, Compression Splice Plates, and Stiffener Plates: Factory
welded into place and connection holes shop fabricated.
3)
Beams and Posts: Factory fabricated complete with holes for attachment of secondary
structural members, except for field work as noted on erection drawings furnished by
metal building system manufacturer.
D.
Secondary Structural Members:
1.
Purlins:
a.
Purlins:
1)
"Z"-shaped, precision-roll-formed, acrylic-coated G30 galvanized steel in different
gauges to meet specified loading conditions.
2)
8-1/2-inch, deep "Z" sections.
HDA No. 1213
SECTION 13000.7
b.
c.
d.
2.
3.
4.
Outer Flange of Purlins: Factory-punched holes for panel connections.
Attach purlins to main frames and endwalls with 1/2-inch-diameter bolts.
Brace purlins at intervals indicated on erection drawings furnished by metal building system
manufacturer.
e.
Concentrated Loads: Hung at purlin panel points.
Eave Members:
a.
Eave Struts: Factory punched "C" sections, precision-roll-formed, acrylic-coated G30
galvanized steel in different gauges to meet specified loading conditions.
Girts:
a.
"Z" or “C”-shaped, precision-roll-formed, acrylic-coated G30 galvanized steel in different
gauges to meet specified loading conditions.
b.
8-1/2-inch deep "Z" or “C” sections.
c.
Outer Flange of Girts: Factory-punched holes for panel connections.
d.
Lateral deflection of girts ion areas supporting drwall shall not exceed L/240.
Bracing:
a.
Locate bracing as indicated on the Drawings.
b.
Diagonal Bracing:
1)
Hot-rolled rods of sizes indicated on the Drawings.
2)
Attach to columns and roof beams as indicated on the Drawings.
3)
Cable-Bracing NOT ALLOWED
c.
Optional fixed-base wind posts or pinned-base portal frames may be substituted for wall rod
bracing on buildings as required.
d.
Flange Braces and Purlin Braces: Cold formed and installed as indicated on the Drawings.
E.
Welding:
1.
Welding Procedures, Operator Qualifications, and Welding Quality Standards: AWS D1.1 Structural Welding Code – Steel and AWS D1.3 - Structural Welding Code – Sheet Steel.
2.
Welding inspection, other than visual inspection as defined by AWS D1.1, paragraph 6.9, shall be
identified and negotiated before bidding.
3.
Certification of Welder Qualification: Supply when requested.
F.
Painting of Structural Steel Framing System:
1.
General:
a.
Structural Steel: Prime paint as temporary protection against ordinary atmospheric
conditions.
b.
Perform subsequent finish painting, if required, in field as specified in the painting section.
c.
Before painting, clean steel of loose rust, loose mill scale, dirt, and other foreign materials.
d.
Steel Fabricator: Not required to sand blast, flame clean, or pickle steel before painting,
unless otherwise specified.
2.
Primary Frames:
a.
Clean steel in accordance with SSPC-SP2.
b.
Factory cover steel with 1 coat of gray water-reducible alkyd primer paint formulated to
equal or exceed performance requirements SSPC-Paint 25.
c.
Minimum Coating Thickness: 1.0 mil.
3.
Secondary Structural Members – Roll-Formed:
a.
Hot-dipped zinc coating, ASTM A 653, G30; followed by 1 coat of clear acrylic finish.
b.
Acrylic-Coated G30 Galvanized Steel: Equal or exceed performance requirements of SSPC
Paint-25.
HDA No. 1213
SECTION 13000.8
2.6
METAL ROOF SYSTEM
A.
Metal Roof System: Butler Manufacturing “MR-24®” roof system.
B.
Roof System Design:
1.
Design roof panels in accordance with AISI North American Specification for the Design of ColdFormed Steel Structural Members.
2.
Design roof paneling system to support applicable loads.
3.
Endwall Trim and Roof Transition Flashings: Allow roof panels to move relative to wall panels
and/or parapets as roof expands and contracts with temperature changes.
C.
Roof System Performance Testing:
1.
UL Wind Uplift Classification Rating, UL 580: Class 90.
2.
Structural Performance Under Uniform Static Air Pressure Difference: Test roof system in
accordance with ASTM E 1592.
D.
Roof Panels:
1.
Factory roll-formed, 24 inches wide, with 2 major corrugations, 2 inches high (2-3/4 inches
including seam), 24 inches on center.
2.
Flat of the Panel: Cross flutes 6 inches on center, perpendicular to major corrugations in entire
length of panel to reduce wind noise.
3.
Variable Width Panels:
a.
For roof lengths not evenly divisible by the 2’-0” panel width, factory-manufactured variablewidth (9-inch, 12-inch, 15-inch, 18-inch, and 21-inch-wide) panels shall be used to ensure
modular, weathertight roof installation.
b.
Minimum Length: 15 feet.
c.
Supply maximum possible panel lengths.
4.
Panel Material and Finish:
a.
24-gauge galvanized steel, G90 coating, ASTM A 653, G90.
b.
Paint with exterior colors of “Butler-CoteTM” finish system, full-strength, 70 percent “Kynar
500” or “Hylar 5000” fluoropolymer (PVDF) coating.
c.
PVDF Coating Warranty: Metal building system manufacturer shall warrant coating for 25
years for the following.
1)
Not to peel, crack, or chip.
2)
Chalking: Not to exceed ASTM D 4214, #8 rating.
3)
Fading: Not more than 5 color-difference units, ASTM D 2244.
5.
Use panels of maximum possible lengths to minimize end laps.
6.
Extend eave panels beyond structural line of sidewalls.
7.
Factory punch panels at panel end to match factory-punched holes in eave structural member.
8.
Panel End Splices: Factory punched and factory notched.
9.
Panel End Laps: Locate directly over, but not fastened to, a supporting secondary roof structural
member and be staggered, to avoid 4-panel lap-splice condition.
10. End Laps: Floating. Allows roof panels to expand and contract with roof panel temperature
changes.
11. Self-Drilling Fasteners: Not permitted.
12. Ridge Assembly:
a.
Design ridge assembly to allow roof panels to move lengthwise with expansion and
contraction as roof panel temperature changes.
b.
Factory punch parts for correct field assembly.
c.
Install panel closures and interior reinforcing straps to seal panel ends at ridge.
d.
Do not expose attachment fasteners on weather side.
HDA No. 1213
SECTION 13000.9
e.
f.
Use lock seam plug to seal lock seam portion of panel.
High-Tensile Steel Ridge Cover: Span from panel closure to panel closure and flex as roof
system expands and contracts.
E.
Provision for Expansion and Contraction:
1.
Provision for Thermal Expansion Movement of Roof Panels: Clips with movable tab.
a.
Stainless Steel Tabs: Factory centered on roof clip when installed to ensure full movement in
either direction.
b.
Maximum Force of 8 Pounds: Required to initiate tab movement.
c.
Each Clip: Accommodates a minimum of 1.25-inch movement in either direction.
2.
Roof: Provide for thermal expansion and contraction without detrimental effects on roof panels,
with plus or minus 100-degree F temperature difference between interior structural framework of
building and of roof panels.
F.
Fasteners:
1.
Make connections of roof panels to structural members, except at eaves, with clips with movable
stainless steel tabs, seamed into standing seam side lap.
2.
Fasten panel clips to structural members with “ScruboltTM” fasteners in accordance with erection
drawings furnished by metal building system manufacturer, using factory-punched holes in
structural members.
a.
Fasteners: Metal-backed rubber washer to serve as torque indicator.
3.
Exposed fasteners penetrating metal roof membrane at the following locations do not exceed the
frequency listed:
a.
Basic Panel System: 0 per square foot.
b.
High Eave Trim, No Parapet: 2 per linear foot.
c.
Exterior Eave Gutter: 2 per linear foot.
d.
Panel Splices: 2 per linear foot.
e.
Gable Trim: 0 per linear foot.
f.
High Eave with Parapet: 0 per linear foot.
g.
Ridge: 0 per linear foot.
h.
Low Eave Structural: 1.5 per linear foot.
G.
Accessories:
1.
Accessories (i.e., ventilators, skylights, gutters, fascia): Standard with metal building system
manufacturer, unless otherwise noted and furnished as specified.
2.
Exterior Metal Coating on Gutters, Downspouts, Gable Trim, and Eave Trim: “Butler-CoteTM ”
finish system, full-strength, 70 percent “Kynar 500” or “Hylar 5000” fluoropolymer (PVDF)
coating.
3.
Location of Standard Accessories: Indicated on erection drawings furnished by metal building
system manufacturer.
4.
Material used in flashing and transition parts and furnished as standard by metal building system
manufacturer may or may not match roof panel material.
a.
Parts: Compatible and not cause corrosive condition.
b.
Copper and Lead Materials: Do not use with Galvalume panels.
H.
Energy Conservation:
1.
Insulate purlins to eliminate "thermal short circuits" between purlins and roof panels.
2.
Minimize heat loss (thermal short circuit) caused by compression of blanket insulation between
structural members and roof panels by use of thermal block at each purlin location.
HDA No. 1213
SECTION 13000.10
2.7
METAL WALL SYSTEM
A.
Exterior Metal Wall System: Butler ManufacturingTM “ShadowallTM” wall system.
B.
Wall System Design: Design wall panels in accordance with AISI North American Specification for the
Design of Cold-Formed Steel Structural Members.
C.
Wall Panels:
1.
Roll-formed panels, 3 feet wide with 4 major corrugations, 1-7/16 inches high, 12 inches on center,
with 2 minor corrugations between each of the major corrugations entire length of panel.
2.
One piece from base to building eave.
3.
Each Panel Corrugation: Fastener alignment groove to center fastener within corrugation.
4.
Exposed Panel Side Laps: Hemmed to eliminate raw cut panel edge.
5.
Factory punch or field drill wall panels at panel ends and match factory-punched or field-drilled
holes in structural members for proper alignment.
6.
Panel Material and Finish:
a.
26-gauge painted Galvalume aluminum-zinc alloy (approximately 55 percent aluminum, 45
percent zinc), ASTM A 792.
b.
500” or “Hylar 5000” fluoropolymer (PVDF) coating.
c.
PVDF Coating Warranty: Metal building system manufacturer shall warrant coating for 25
years for the following.
1)
Not to peel, crack, or chip.
2)
Chalking: Not to exceed ASTM D 4214, #8 rating.
3)
Fading: Not more than 5 color-difference units, ASTM D 2244.
D.
Fasteners:
1.
Wall Panel-to-Structural Connections: Torx-head “ScruboltTM” or Torx-head self-drilling screws.
2.
Wall Panel-to-Panel Connections: Torx-head self-drilling screws.
3.
Fastener Locations: Indicated on erection drawings furnished by metal building system
manufacturer.
4.
Exposed Fasteners: Factory painted to match wall color.
E.
Accessories:
1.
Accessories (i.e., doors, windows, louvers): Standard with metal building system manufacturer,
unless otherwise noted and furnished as specified.
2.
Location of Standard Accessories: Indicated on erection drawings furnished by metal building
2.8
INSULATION
A.
Laminated Fiberglass: Owens-Corning Fiberglas, NAIMA 202, “Certified R” metal building insulation.
1.
TIMA Insignia and Insulation Thickness: Ink-jet printed on fiberglass.
B.
Back-Fill Insulation: Owens-Corning Fiberglas unfaced “Pink Metal Building Insulation Plus”.
C.
Roof Insulation: Above conditioned floor areas.
1.
Nominal Thickness: 10 ½ inches.
2.
Certified R-Value: R-30.
D.
Roof Assembly U-Factor: 0.51 Btu/hr/sq ft/deg F.
HDA No. 1213
SECTION 13000.11
E.
Wall Insulation:
1.
Nominal Thickness: 6 inches.
2.
Certified R-Value: R-19.
F.
Wall Assembly U-Factor: .07
G.
Roof and Wall Insulation Facing: WMP-VR-R.
1.
0.0015-inch-thick, UV-stabilized, white polypropylene laminated to metalized polyester film,
reinforced with glass-fiber scrim.
2.
Adhere facing to Owens-Corning Fiberglas “Certified R”, NAIMA 202, fiberglass blanket.
3.
Assembly of Insulation Blanket and Facing:
a.
Flame Spread Rating: Less than 25.
b.
UL Label: Submit as specified in Submittals article of this section.
c.
Perm Rating: 0.02.
2.9
METAL COATING SYSTEM
A.
Metal Coating System: Butler ManufacturingTM “Butler-CoteTM” finish system a factory-applied, exterior
metal coating system
B.
Substrate Preparation:
1.
G90 Hot-Dipped Galvanized Steel or AZ50 Galvalume: Factory-controlled chemical-conversion
treatment.
C.
Coating:
1.
Material: “Fluropon”. Full-strength, 70 percent, “Kynar 500” or “Hylar 5000” fluoropolymer
(PVDF) color coating.
2.
After steel preparation, coat exterior exposed surface with primer and “Fluropon”.
a.
Nominal Total Dry Film Thickness: 1.0 mil.
3.
Interior Exposed Surfaces: Coat with polyester color coat.
4.
Apply coatings to entire material dimensions of steel sheets before forming of panels.
D.
Physical Characteristics of Exterior Coating:
1.
Resistance to failure through cracking, checking, peeling, and loss of adhesion.
2.
Measure by the following laboratory weather-simulating tests to obtain test results justifying metal
building system manufacturer's 25-year warranty:
a.
Humidity resistance at 100 degrees F and 100 percent relative humidity, ASTM D 2247.
b.
Salt-spray resistance at 5 percent salt fog, ASTM B 117.
c.
Reverse impact resistance, ASTM D 2794.
d.
Resistance to accelerated weathering, Atlas Model XW-R Dew Cycle Weather-O-Meter,
ASTM D 3361.
e.
Resistance to dry heat.
f.
Abrasion resistance, ASTM D 968.
g.
Chemical/acid/pollution resistance, ASTM D 1308 and G 87.
h.
Maintain gloss of finish evenly over entire surface, ASTM D 523
PART 3
EXECUTION
HDA No. 1213
SECTION 13000.12
3.1
EXAMINATION
A.
Examine area to receive metal building system.
B.
Notify Architect of conditions that would adversely affect installation or subsequent use.
C.
Do not begin installation until unacceptable conditions are corrected.
3.2
ERECTION – STRUCTURAL STEEL FRAMING SYSTEM
A.
Erect structural steel framing system in accordance with the Drawings and metal building system
manufacturer’s erection drawings.
B.
Field Modifications:
1.
Require approval of metal building system manufacturer.
2.
Responsibility of building erector.
3.
Field Modifications to Truss Purlins: Not allowed, unless indicated on erection drawings furnished
by metal building system manufacturer.
C.
Fixed Column Bases: Not Used
3.3
A.
3.4
A.
INSTALLATION – METAL ROOF SYSTEM
Metal Roof System Installation: Butler ManufacturingTM “MR-24®” roof system.
1.
Install roof system in accordance with metal building system manufacturer’s instructions at
locations indicated on the Drawings.
2.
Install roof system weathertight.
3.
Position panel clips by matching hole in clip with factory-punched holes in secondary structural
members.
4.
Position and properly align panels by matching factory-punched holes in panel end with factorypunched holes in eave structural member and by aligning panel with panel clip.
5.
Field seam panel side laps by self-propelled and portable electrical lock-seaming machine.
a.
Machine field forms the final 180 degrees of a 360-degree Pittsburgh double-lock standing
seam.
b.
Factory apply side lap sealant.
6.
Panel End Laps: Minimum of 6 inches, sealed with sealant (weather sealing compound), and
fastened together by clamping plates.
a.
Sealants: Contain hard nylon beads, which prevent mastic from flowing out due to clamping
actions.
b.
Join panel laps by 2-piece clamped connection consisting of a bottom reinforcing plate and a
top panel strap.
c.
Locate panel end laps directly over, but not fastened to, supporting secondary roof structural
member and stagger, to avoid 4-panel lap-splice condition.
INSTALLATION – METAL WALL SYSTEM
Metal Wall System Installation: Butler ManufacturingTM “ShadowallTM” wall system.
1.
Install wall system in accordance with metal building system manufacturer’s instructions at
locations indicated on the Drawings.
HDA No. 1213
SECTION 13000.13
2.
3.
4.
5.
6.
7.
8.
3.5
A.
3.6
A.
Install wall system weathertight.
Verify structural system is plumb before wall panels are attached.
Align and attach wall panels in accordance with erection drawings furnished by metal building
Install side laps with minimum of 1 full corrugation.
Seal wall panels at base with metal trim and foam closures.
Exterior Trim: Apply same finish as exterior color of wall panels, except the following:
a.
Gutters, Downspouts, Eave Trim, Gable Trim, Door-Side Flashings, and Header Flashings:
500” or “Hylar 5000” fluoropolymer (PVDF) coating in standard color of metal building
b.
Windows: Factory paint aluminum extrusions (thermally broken).
Flashings, Trim, Closures, and Similar Items: Install as indicated on erection drawings furnished
by metal building system manufacturer.
INSTALLATION – INSULATION
Insulation Installation: Install insulation in accordance with metal building system manufacturer’s
instructions at locations indicated on the Drawings.
PROTECTION
Protect installed metal building system to ensure that, except for normal weathering, metal building
system will be without damage or deterioration at time of Substantial Completion.
END OF SECTION 13000
HDA No. 1213
SECTION 13000.14
DRAWING INDEX
DRAWING RELEASE HISTORY
DRAWING TITLE
PAGES
TYPE
GENERAL NOTES
DATE
DESCRIPTION
12/19/2012
PERMIT SET- For Building Dept. Approval
MATERIALS
Cover Sheet
1
Notes
2
Anchor Rod Plan
3-4
Primary Structural
5-14
Secondary Structural
15-27
Covering
28-39
Special Drawings
N/A
Standard Erection Details
N/A
Planograph Details
N/A
Permit Drawings
3 PLATE WELDED SECTIONS
COLD FORMED LIGHT GAGE SHAPES
BRACE RODS
HOT ROLLED MILL SHAPES
HOT ROLLED ANGLES
HOLLOW STRUCTURAL SECTION (HSS)
CLADDING
ASTM DESIGNATION
A529, A572, A1011, A1018
A653, A1011
A572, A510
A36, A529, A572, A588, A709, A992
A529, A572, A588, A709, A992
A500
A653, A792
GRADE 55
GRADE 60
GRADE 50
GRADE 36 OR 50
GRADE 50
GRADE B
GRADE 50 OR GRADE 80
A325 & A490 BOLT TIGHTENING REQUIREMENTS
IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLE
REGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING A325 OR A490 BOLTS FOR MORE INFORMATION.
SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINE
THE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION
OR CONTACT.
ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE
" SNUG-TIGHT" EXCEPT AS FOLLOWS;
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.
PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS
REVERSALS ON CONNECTIONS.
PRE-TENSION A325 BOLTS IF LOCATED IN HIGH SEISMIC AREAS. FOR IBC BASED CODES; HIGH SEISMIC IS
DESIGN CATEGORY D, E OR F. SEE CODES AND LOADS SECTION BELOW FOR DETAILS.
PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREE OF PAINT,
OIL, OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLY RUSTED SURFACES
ARE ACCEPTABLE.
IN CANADA ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS AND FLANGE
BRACES.
SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHTENED" UNLESS INDICATED OTHERWISE IN
ERECTION DRAWING DETAILS.
CODES AND LOADS
WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS,
HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THAN
INDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE.
COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS.
Building Code: 2006 International Building Code
Unit 1 - Maint Ops: Building Use:Standard Occupancy Structure, Collateral Gravity: 13.00 psf (Not Including bldg wt)
Unit 2 - WX-Right: Building Use:Standard Occupancy Structure, Collateral Gravity: 13.00 psf (Not Including bldg wt)
Unit 3 - WX-Left: Building Use:Standard Occupancy Structure, Collateral Gravity: 13.00 psf (Not Including bldg wt)
LIVE LOADS AND RAINFALL
Roof Live Load 20.00 psf (Reducible)
Rainfall: 0.10 inches per hour
CONCRETE FOUNDATIONS Compressive Strength (Min.) - f'c: 3000 psi
SNOW LOAD
Ground Snow: 0.00 psf, Flat Roof Snow: 0.00 psf, Design Snow (Sloped): 0.00 psf
Snow Exposure Category (Factor): 2 Partially Exposed (1.00)
Snow Importance: 1.000 Thermal Category (Factor): Heated (1.00)
WIND LOAD
The 'Low Rise' Method is Used
Wind Speed: 90.00 mph, Wind Exposure: C
Basic Wind Pressure: 16.04 psf
Wind Importance Factor: 1.000, FT= Topographic Factor: 1.0000
Wind Enclosure: Enclosed, 0.180
Note: All windows, doors, skylights and other covered openings
must be designed for the specified above wind loads
EARTHQUAKE DESIGN DATA
Lateral Force Resisting Systems using Equivalent Force Procedure
Mapped Spectral Response - Ss:18.00 %g, S1:6.00 %g
Seismic Design Category: B (See Bolt Tightening Note Above)
Seismic Snow Load: 0.00 psf
Seismic Importance: 1.000
Soil Profile Type: Stiff soil (D, 4)
Design Spectral Response - Sds: 0.1920, Sd1: 0.0960
Ordinary Steel Moment Frames
Frame Redundancy Factor:1.0000
Framing R-Factor: 3.0000, Frame Seismic Factor (Cs): 0.0640, Design Base Shear = 0.0640 W
Ordinary Steel Concentric Braced Frames
Brace Redundancy Factor:1.0000
Bracing R-Factor: 3.0000, Brace Seismic Factor (Cs): 0.0640, Design Base Shear = 0.0640 W
BUTLER MANUFACTURING 1540 GENESSEE ST. KANSAS CITY, MO 64102
THE BUTLER MFG. ENGINEER'S SEAL APPLIES ONLY TO THE WORK
PRODUCT OF BUTLER MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER. THE BUTLER MFG. ENGINEER'S
SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGN OF ANY
OTHER PRODUCT OR COMPONENT FURNISHED BY BUTLER EXCEPT TO
ANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF BUTLER MFG. IT IS
PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN
APPROVAL OF BUTLER MFG.
COVER SHEET
BUILDER
JOB #
Fleming West Building Company
205144
CUSTOMER
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITY WORKMANSHIP
IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL
APPLICABLE BUTLER MFG. ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
12/19/2012
LOCATION
Tolleson, Arizona
DRAWN / CHECK
PROJECT
DOG
Tolleson AZ - Field Ops
BUILDERS PO#
12/19/2012
DATE
17:24:49
FILENAME:
PAGE
2012.3b
a division of BlueScope Buildings North America, Inc.
12-26349 Fleming West 205144
1
BUILDER/CONTRACTOR RESPONSIBILITIES
SEALANTS
STEEL SHOP COAT
Butler Mfg. follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice. Butler
Mfg. standard product specifications, design, fabrication, quality criteria shall govern all work unless
stipulated otherwise in the contract documents. In case of discrepancies between Butler Mfg. structural
plans and plans for other trades, Butler Mfg. structural plans shall govern.
Sealants shall be applied in strict accordance with Butler details or weather tightness will be compromised.
Sealant must be applied in temperatures and weather conditions consistent with labeling.
It is the responsibility of the Builder to obtain approvals and permits from all governing agencies and
jurisdictions as required. Approval of Butler Mfg drawings constitutes the builders acceptance of Butler
interpretation of the contract purchase order. Unless specific design criteria concerning interface design
and details are furnished as part of the contract, Butler Mfg. design assumptions shall govern.
Independent mezzanines must be designed by a professional engineer. The engineer must ensure that proper
isolation from the Butler building has been provided to avoid structural damage due to differential movements,
or inadvertently apply loads to the Butler structure. Butler accepts no responsibility for the design of the
independent mezzanine.
The purpose of Butler's shop coat is to provide protection for the steel members during transportation, during
temporary job site storage and during erection. Standard shop formulation is not designed to perform as a
finish coat when exposed to environmental conditions. Members shall be kept free of the ground and properly
drained during job site storage. It is the Builder's responsibility to ensure that if a finish coat is being applied
over Butler shop coat that the painting contractor verifies compatibility between his finish coat and Butler's shop
coat.
Butler engineers are not Project Engineers or Engineer of Record for the overall project. Butler engineering
supply sealed engineering design data and drawings for Butler supplied material as part of the overall
project for use by others to obtain permits, approvals, and coordinate with other trades. The Builder or A/E
firm are responsible for the overall project coordination, including coordination with appropriate inspection
and testing agencies. All interface and/or compatibility of any materials not furnished by Butler are to be
considered and coordinated by the builder or A/E firm.
FIRE CODE COMPLIANCE
CONSTRUCTION & ERECTION RESPONSIBILITY
The Builder is responsible for construction in strict accordance with Butler Mfg. "FOR CONSTRUCTION"
drawings and all applicable product installation guides. Butler is not responsible for work done from any
other Butler drawings that are not marked "FOR CONSTRUCTION", nor any drawings prepared by others.
As erected field assemblies of members shall be as specified in 2006 MBMA Metal Building Systems Manual
Sec. 6 (in Canada - CSA S16-01 Clause 29.7), which generally require L/500 tolerance of assembled members.
Occasional field work including shimming, cutting, coping, and drilling for final fit-up are considered part of
erection. Specified field work and field welding conditions indicated on these drawings shall also be included
in the erectors scope of work. See Erection Guide for shimming procedure. For building with top riding bridge
cranes see Crane Data drawing for column plumb tolerance.
The building erector shall be properly licensed and experienced in erecting metal building systems. The Builder
is responsible for having knowledge of, and shall comply with, all OSHA requirements and all other governing
site safety criteria. The builder is responsible for designing, supplying, locating and installing temporary
supports and bracing during erection of the building. Butler bracing is designed for code required loads after
building completion and shall not be considered as adequate erection bracing. See Erection Guide.
EXISTING STRUCTURES
Butler must be advised of any existing structure that is within 20 ft. of Butler's building. Loadings of both
buildings may be affected when adjacent buildings are within this distance. Butler cannot be responsible for
the design or loading of existing buildings.
BRACING
Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must be taken while
tightening brace rods so as not to cause accidental or misalignment of components. All rods must be
installed loose and then tightened. Rods should not exhibit excessive sag. For long or heavy rods, or angles
it may be necessary to support the rod at mid-bay by suspending it from a secondary member.
Bracing for seismic or wind loading of objects or equipment that are not a part of the Butler structure must
be designed by a qualified professional to deliver lateral loads to primary frames and rod bracing struts.
Equipment bracing and suspension connections must not impose torsion or minor axis loads, or cause local
distortion in any Butler components. Butler accepts no responsibility for design or installation of bracing
systems not furnished by Butler.
FIELD WELDING
All field welding shall be done at the direction of a design professional, and done in accordance with governing
requirements (AWS in USA, CWB in Canada) by welders qualified to perform the welding as directed by the
applicable welding procedure specification (WPS). A WPS shall be prepared by the contractor for each welding
variation specified. The contractor is responsible for any special welding inspection as required by local
jurisdiction. Filler metal shall be 70 ksi (480 MPa) tensile strength. For welds in high seismic force
resisting system (Seismic Cat D, E or F), minimum Charpy V-Notch toughness shall meet AISC-341 criteria
(20 ft-lbs min @ 0Deg F). Interpass temperatures shall not exceed 550Deg F (300Deg C).
DELIVERIES
It is the responsibility of the builder to have adequate equipment available at the job site to unload trucks in
a safe and timely manner. The Builder will be responsible for all retention charges from carriers as a result
of job site unloading delays.
Claims for damage or shorts MUST be noted on the Bill-of-Lading or delivery
receipt and filed against the carrier by the consignee as per Butler's Terms of Sales (F.O.B. Plant) under the
Uniform Commercial Code. It is critical that damages or shorts be noted on the Bill-of-Lading or you have
little recourse with the carrier. Immediately upon delivery of material, material quantities are verified by the
Builder against quantities billed on the shipping document. Neither the Manufacturer nor the carrier is
responsible for material shortages against quantities billed on the shipping document if such shortages are not
noted on the shipping documents upon delivery of material and acknowledged by the carriers agent. For
materials concealed in bundles, boxes, or crates, shortages must be reported immediately upon unpacking.
Should products get wet, bundled and crated materials must be unpacked and unbundled immediately to
provide drainage of trapped moisture. See Erection Guide for proper job site storage procedure.
INDEPENDENT MEZZANINES
Fabricator Approvals
IAS FA304; IAS FA377; IAS FA378; IAS FA388; IAS FA389; IAS FA409; IAS FA432;
IAS FA455; IAS FA456; Los Angeles, CA #FB00031; CITY OF HOUSTON 767
It is the responsibility of the project design professional and builder to comply with local fire code regulations
including consideration of, but not limited to, building use and occupancy, all building construction materials,
separation requirements, egress requirements, fire protection systems, etc. Builder shall advise Butler of any
special requirements to be furnished by Butler.
Canadian CSA A660 Certifications
VPBMO0; VPBWI9; BUTPA0; BUTNC0; BUTCA0;
FIELD MODIFICATIONS
Modifications to this building from details and instructions contained on these drawings must be approved in
writing by Butler Mfg. engineers, or other licensed structural engineer. This includes, but is not limited to,
removal of roof or wall cladding, removing or moving any flange braces or rod braces, cutting of openings for
doors, windows or RTU's, correction of fabrication errors, etc. The owner shall not impose loads to this
structure beyond what is specified for this building in the contract documents. Butler Mfg. accepts no
responsibility for the consequences of any unauthorized additions, alterations, or added loads to this structure.
Engineering Certifications of Authorization
USA--AR#576; FL#28566; ID#C-2470; IL#184-002649; KS#E-29; MS#E-0592; MO#E-2010007736;
NC#F-0998; OK#CA4170PE; SD#C-1787; TX#F4828; WV#C03059-00
CAN--AB#P08900; NS#30123; YT#PP134
If the builder intends to invoice Butler Mfg. for modifications in excess of $1000, The builder must notify
Butler Mfg. immediately, and obtain a Work Authorization from Butler Mfg prior to proceeding.
All final claims must be submitted to Butler Mfg with all supporting documentation within 30 days of the
building completion. Claims submitted without work authorizations, or after 30 days will not be accepted .
Correction of minor misfits, shimming and plumbing, moderate amount of reaming, drilling, chipping / cutting
and minor welding are considered by Code of Standard Practice to be part of erection are not subject to
claim reimbursement.
CONCRETE/MASONRY/CONVENTIONAL STUD WALLS
The engineer responsible for the design of the wall system is responsible for coordinating with, or specifying to
Butler Mfg, any wall to steel compatibility issues such as drift and deflection compatibility, special base
details, and wall to Butler steel connections. All fasteners, sealant and counter flashing of wall systems are to
be provided by contractor. The engineer responsible for the wall shall design the anchorage to Butler supporting
elements consistent with Code required forces.
PANELS
Oil canning is an inherent characteristic of cold formed steel panels. It is the result of several factors that
include induced stresses in the raw material delivered to Butler, fabrication methods, installation procedures, and
post installation thermal forces. Thru fastened panels will exhibit some dimpling when installed, especially when
insulation is installed between panels and secondary supports. Dimpling can be minimized by careful
installation, taking care not to over drive fasteners.
Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then springing
back into place. All panels experience this action to some degree, especially with concealed clip Standing Seam panels.
Roof rumble noise may be minimized by providing a layer of blanket insulation between
the panels and any hard support surface such as steel secondary members, substrates such as plywood, steel
decking, or rigid board insulation. A minimum of 3 inch thick blanket is recommended over steel secondary
members, or 2 inch over substrates.
Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightness of the panels
and is not grounds for rejection of panels.
The Standing Seam joint detail is designed with an interlocking feature for ease of installation. However, it is
imperative that installed Standing Seam panels be secured to the secondary structural members and properly seamed
prior to departure from the job site each day.
SKYLIGHTS
Local building departments may require added fall restraint due to conditions that may affect the skylight
structural integrity. It is the responsibility of the builder to determine and provide any added fall restraint
under the skylight as may be required by your building department.
RAIN WATER RUNOFF
Drainage systems must be designed by the project professional to comply with code requirements. Butler is
not responsible for drainage designs, overflow scuppers, down piping, etc. The project professional and
contractor are responsible to ensure that primary drains and overflow devices such as scuppers and auxiliary
drains are provided as required for the required rain intensity at the building perimeter and at valley conditions
to prevent ponding.
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER MFG.
AND DESIGN AND PERFORMANCE REQUIREMENTS
SPECIFIED BY BUTLER. THE BUTLER MFG.
ENGINEER'S SEAL DOES NOT APPLY TO THE
PERFORMANCE OR DESIGN OF ANY OTHER
PRODUCT OR COMPONENT FURNISHED BY
BUTLER EXCEPT TO ANY DESIGN OR
PERFORMANCE REQUIREMENTS SPECIFIED BY
BUTLER.
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
APPLICABLE PURCHASE ORDER AND SHALL NOT BE MODIFIED, REPRODUCED OR USED
FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF BUTLER MFG.
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
REV
DATE
BY
DESCRIPTION
Erection Notes
BUILDER
JOB #
205144
CUSTOMER
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:24:50
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
2
A
B
C
D
E
F
G
H
63'-6"
20'-0"
24'-0"
1
BL
19'-6"
D5
D5
D6
20'-0"
D6
3
14'-0"
2
1
14'-0"
2
1
14'-0"
6'-0"
2
BL
<*>
D3
D3
D3
D3
D3
D1
D2
D2
D2
D2
D2
25'-6"
21'-0"
21'-0"
5
25'-6"
80'-0"
4
17'-6"
D2
17'-6"
3
16'-0"
D3
16'-0"
D1
D1
D3
D3
D3
D3
D1
D3
6
BL
D3
<*>
14'-0"
2
1
14'-0"
2
1
14'-0"
6'-0"
20'-0"
3
D5
D4
D5
BL
7
D4
19'-6"
20'-0"
24'-0"
BL
63'-6"
19'-6"
20'-0"
23'-6"
22'-6"
20'-0"
22'-6"
16'-0"
BL
3
2
1
BL
144'-0"
3'-0"
2'-6"
3'-6"
Dimension Key
ANCHOR ROD PLAN
Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)
<*> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED
BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE
AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED
WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER.
BUTLER.
REV
DATE
BY
DESCRIPTION
ANCHOR ROD PLAN
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:24:52
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
3
4 1/8"
2 1/2" (64mm)
105mm
PROJECTION (U.O.N.)
6"
64mm
64mm
64mm
D1 (4)3/4" Dia. GR36 A.Rods
Plate W=8" L=1'-5"
Elev.=100'-0"
Plate W=8" L=1'-0"
Elev.=100'-0"
32mm
VARIES
BOTTOM OF
COLUMN
BASE PLATE
32mm
STD = 1/2" (13mm)
FLUSH = 0" (0mm)
JAMB 'EQ.' VALUES:
7" EQ = 2" 51mm, 8 1/2" EQ = 2 3/4" 70mm
10" EQ = 3 1/2" 89mm, 11 1/2" EQ = 4 1/4" 108mm
FRAMED OPENING DETAIL
Plate W=8" L=1'-1"
Elev.=100'-0"
2 1/2"
64mm
2 1/2"
64mm
F
L
F
L
Plate W=8" L=11"
Elev.=100'-0"
LENGTH
(BY BUILDER)
76mm
3"
105mm
4 1/8"
76mm
3"
105mm
4 1/8"
127mm
5"
4"
130mm
102mm
2 1/2"
64mm
64mm
TYPICAL ANCHOR
ROD PROJECTION
Plate W=8" L=11"
Elev.=100'-0"
3. UNLESS OTHERWISE SPECIFIED, ANCHOR RODS ARE
DETAILED WITH A PITCH AND GAGE OF 5 INCHES
ASSUMING "CAST-IN-PLACE" ANCHOR RODS WITH "SNUG
TIGHT" CONNECTIONS.
4. FOUNDATION MUST BE LEVEL, SQUARE AND SMOOTH.
ANCHOR RODS MUST BE ACCURATELY PLACED AS SHOWN
ON THIS DRAWING OR STEEL WILL NOT FIT.
1 1/4"
NOTE: 1" (25mm) PROJECTION ABOVE
BOTTOM OF JAMB CLIP
64mm
2. ANCHOR ROD DIAMETERS WERE DETERMINED BY ALLOWABLE
SHEAR AND TENSION PER AISC SPECIFICATIONS (FY=36KSI).
ANCHOR ROD LENGTH, EFFECTS OF EMBEDDED ANCHOR
ROD EDGE DIMENSIONS AND METHOD OF TRANSFERRING
FORCES FROM ANCHOR RODS TO FOOTINGS ARE TO BE
DETERMINED BY OTHERS.
B
L
76mm
3"
EQ.
B
L
64mm
B
L
1. CONCRETE, GROUT, ANCHOR RODS, AND ANY OTHER
EMBEDDED ITEMS ARE TO BE FURNISHED BY OTHERS.
EQ.
JAMB
2 1/2"
2 1/2"
2 1/2"
F
L
Plate W=8" L=1'-1"
Elev.=100'-0"
1/2" (13mm) DIAMETER
CONCRETE ANCHORS
(BY OTHERS)
OPENING WIDTH
64mm
F
L
F
L
1 1/4"
2 1/2"
2 1/2"
B
L
2 1/2"
2 1/2"
B
L
B
L
89mm
89mm
B
L
89mm
3 1/2"
B
L
3 1/2"
3"
76mm
B
L
BASE PLATE ELEV.
152mm
B
L
5 1/8"
4"
102mm
5"
127mm
130mm
5 1/8"
64mm
5"
127mm
C
L
2 1/2"
64mm
2 1/2"
102mm
4"
130mm
5 1/8"
B
L
BOTTOM OF COLUMN
6"
152mm
3 1/2"
6"
152mm
TYPICAL COLUMN
BASE PLATE DETAIL
5. THE BUILDER IS RESPONSIBLE FOR ACCURATE SETTING
OF ANCHOR RODS WITHIN INDIVIDUAL COLUMN ROD
GROUPS -TOLERANCE +-1/8". DIMENSIONS BETWEEN
ANCHOR ROD GROUPS - TOLERANCE +-1/4". ERECTION
OF STEEL COMPONENTS MUST BE STRAIGHT AND PLUMB
PER MBMA CODE OF STANDARD PRACTICE.
6. DESIGN LOADS AND REACTIONS ARE FURNISHED IN THE
REACTIONS REPORT.
BUTLER.
REV
DATE
BY
DESCRIPTION
ANCHOR ROD PLAN - DETAILS
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:24:53
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
4
A
B
C
D
E
F
G
H
63'-6"
1
19'-0"
20'-0"
CX017
1
CX017
CX017
05
05
CX011
RBX014
RBX012
RBX010
RBX008
RBX006
0
EPX002
80'-0"
03RS
02
03
05
R
EPX005
2309
2309
30
09
0
S3
RS
16'-0"
02
09
29
EPX004
06
21'-0"
RBX013
RBX011
RBX009
RS
RBX001
21'-0"
RBX007
RBX005
5
RBX002
25'-6"
03
8
EPX006
30
0
S3
R
4
03RS
EPX001
60
06
1
CX007
R
CX010
CX012
CX014
05
BL
03
7
S2
CX008
5
RBX022
RBX021
20'-0"
CX005
RBX024
0CX003
3R
S2
70
CX001
RBX023
6
BL
R
9
S2
RBX017
RBX003
17'-6"
RS
08
17'-6"
04
05
7
26
2
RS
05
EPX003
4
RS
CX015
25'-6"
RBX004
2
3
16'-0"
05
CX013
RBX020
CX009
RBX019
CX007
BL
CX006
RBX018
0
CX004
CX002
RBX016
3R
7
S2
RBX015
27
RBX023
RS
RBX022
RBX021
20'-0"
03
RBX024
1
BL
CX017
23'-6"
CX016
1
CX017
19'-0"
CX017
20'-0"
CX016
23'-6"
1
BL
63'-6"
19'-0"
1
6"
Dimension Key
20'-0"
23'-6"
22'-6"
20'-0"
22'-6"
15'-6"
144'-0"
BL
BL
PRIMARY AND ROOF BRACING PLAN
Shape Name = Unit 1 - Maint Ops, Shape = Unit 2 - WX-Right, Shape = Unit 3 - WX-Left
1. USE 1/2 X 1 1/2 A325 SNUG TIGHTENED BOLTS FOR ALL SECONDARY
CONNECTIONS, SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE
CONNECTIONS, UNLESS NOTED OTHERWISE.
2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAME
SIDE OF THE WEB AS THE HILLSIDE WASHER.
1
BUTLER.
REV
DATE
BY
DESCRIPTION
PRIMARY AND ROOF BRACING PLAN
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:24:54
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
5
Frame Member Schedule
Part
Mem Width
Thick
CX008
1
5.0000 .3750
RBX011 2
6.0000 .3750
3
6.0000 .3125
RBX012 4
6.0000 .3125
5
6.0000 .3750
CX009
6
5.0000 .3750
WebThk.
.1875
.1875
.1345
.1345
.1875
.1875
Depth1
1'-0"
2'-10"
1'-0"
2'-1"
1'-0"
1'-0"
Depth2
3'-2"
1'-0"
2'-1"
1'-0"
2'-10"
3'-2"
Approx.Lgth
17'-7 1/8"
40'-1 3/8"
Approx.Weight
548#
1090#
40'-1 3/8"
1090#
17'-7 1/8"
548#
Bolt Connection & Plate Schedule
Qty Grade Bolt
Bolt
Plate
Dia.
Length Thick.
A
8
A325
3/4"
2 1/2" 5/8"
B
6
A325
3/4"
2 1/2" 1/2"
Id
Rows
Out
3
1
Rows
In
1
2
Frame Clearances
Horiz. Clearance between members 1(CX008) and 6(CX009): 73'-4 3/4"
Vert. Clearance at member 1(CX008): 17'-7 1/8"
PartNo
0097284
0097284
6
2
6"
40'-1 11 /1
5
5
1.000: 12
40'- 1 11 /1
6"
1.00 0: 12
6 @ 5'-0"
6 @ 5' -0 "
6
EAP1
ESBS1
(2)GFB4007
GFB2050
GFB2063
GFB2097
GFB3000
GFB3000
GFB2081
GFB2063
GFB2050
(2)GFB4007
B
4
ESBS1
8
6
7
RBX 012
3
GC5
A
RBX0
(2)GFB4003
A
11
(2)GFB4003
GFB3087
GFB3087
5'-0"
GC5
C X008
5'-0"
GC5
CX009
20'-10 1/2"
2
GC5
2
GC5
GFB2074
GFB2074
7'-6"
GC5
7'-6"
GC5
1
1
80'-0"
BL
8
7
6
5
4
3
2
1
BL
FRAME CROSS SECTION AT FRAME LINE(S) E
24'-2 1/2" Ridge Ht.
4'-2"
2 @ 4'-6 3/8"
1'-1"
1'-4 1/2"
2'-9 1/2"
4'-2 1/2"
1 5/8"
Dimension Key
Shape Name = Unit 1 - Maint Ops Wall 4, Frame 5
BUTLER.
REV
DATE
BY
DESCRIPTION
FRAME CROSS SECTION AT FRAME LINE(S) E
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:01
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
10
Part
Mem Width
Thick
CX010
1
6.0000 .3750
RBX013 2
6.0000 .2500
3
6.0000 .3125
RBX014 4
5.0000 .3750
5
5.0000 .3125
CX011
6
5.0000 .3750
CBX001 10001 5.0000 .1345
WebThk.
.1875
.2500
.1345
.1644
.2500
.1875
.1345
Depth1
1'-0"
3'-1"
1'-0"
2'-2"
11"
1'-0"
9"
Depth2
2'-9"
1'-0"
2'-2"
11"
3'-0"
3'-2"
9"
Approx.Lgth
17'-3 3/4"
40'-1 3/8"
Approx.Weight
551#
1139#
37'-0 7/8"
986#
20'-4 15/16"
4'-1 9/16"
727#
39#
Id Qty Grade Bolt
Bolt
Plate
Dia.
Length Thick.
A
12 A325
3/4"
2 1/2" 5/8"
B
6
A325
3/4"
2 1/2" 1/2"
C
12 A325
3/4"
2 1/2" 1/2"
D
4
A325
1/2"
1 1/2" 1/4"
Rows
Out
4
1
4
1
Rows
In
2
2
2
1
Frame Clearances
PartNo
0097284
0097284
0097284
49080
6
2
6"
40'-1 11 /1
7
7
1.000: 12
40'- 1 11 /1
6"
1.00 0: 12
6 @ 5'-0"
6 @ 5' -0 "
8
EAP1
ESBS1
(2)GFB4027
GFB3000
GFB2050
GFB2063
GFB2097
GFB3000
GFB3000
GFB2097
GFB2097
GFB2063
GFB3000
(2)GFB4027
B
6
EAP1
ESBS1
12
8
RBX014
5
A
RBX0
(2)GFB3104
9
C
GC5
13
(2)GFB4003
GFB2093
GFB3087
CX 01 0
GFB2060
5'-0"
GC5
5'-0"
GC5
C X011
20'-10 1/2"
4
GC5
4
GCM0520379
GC5
GFB2074
7'-6"
GC5
7'-6"
GC5
3
3
80'-0"
BL
13
12
11
10
9
8
7
6
5
4
3
2
1
BL
FRAME CROSS SECTION AT FRAME LINE(S) F
4'-0 3/16" 1.000:12
24'-2 1/2" Ridge Ht.
2'-11 3/16"
1'-0 15/16"
4'-2"
2 @ 4'-6 3/8"
1'-1"
1'-4 1/2"
2'-9 1/2"
4'-2 1/2"
1 5/8"
16'-0 1/4"
4'-0"
Dimension Key
BUTLER.
REV
DATE
BY
DESCRIPTION
FRAME CROSS SECTION AT FRAME LINE(S) F
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:03
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
11
Part
Mem Width
Thick
CX012
1
5.0000 .3125
RBX015 2
5.0000 .3125
3
5.0000 .3750
RBX016 4
6.0000 .3125
5
6.0000 .3750
CX013
6
5.0000 .3125
CBX002 10001 5.0000 .1345
WebThk.
.1875
.1875
.1644
.1345
.1875
.1875
.1345
Depth1
1'-0"
2'-10"
10"
2'-1"
11"
1'-0"
9"
Depth2
3'-2"
10"
2'-1"
11"
2'-4"
3'-3"
9"
Approx.Lgth
17'-7 1/8"
40'-1 3/8"
Approx.Weight
512#
1036#
36'-11 3/16"
894#
20'-5 1/8"
4'-1 1/2"
710#
41#
Id Qty Grade Bolt
Bolt
Plate
Dia.
Length Thick.
A
6
A325
3/4"
2 1/2" 5/8"
B
6
A325
3/4"
2 1/2" 1/2"
C
12 A325
3/4"
2 1/2" 1/2"
D
4
A325
1/2"
1 1/2" 3/8"
Rows
Out
2
1
4
1
Rows
In
1
2
2
1
Frame Clearances
PartNo
0097284
0097284
0097284
49080
6
2
6"
40'-1 11 /1
6
6
1.000: 12
40'- 1 11 /1
6"
1.00 0: 12
6 @ 5'-0"
6 @ 5' -0 "
7
B
RBX 016
RBX0
5
C
5
A
(2)GFB4003
EAP1
ESBS1
(2)GFB3000
GFB2050
GFB2063
GFB2097
GFB3000
GFB3000
GFB2081
GFB2050
GFB2097
(2)GFB4007
EAP1
ESBS1
10
7
15
(2)GFB4003
GCM0520379
GC5
4
GFB3087
GFB3087
5'-0"
GC5
C X012
5'-0"
GC5
C X013
20'-10 1/2"
4
GC5
GFB2074
GFB2074
7'-6"
GC5
7'-6"
GC5
3
3
80'-0"
BL
11
10
9
8
7
6
5
4
3
2
1
BL
FRAME CROSS SECTION AT FRAME LINE(S) G
4'-0 3/16" 1.000:12
24'-2 1/2" Ridge Ht.
2'-11 3/16"
1'-0 15/16"
2 @ 4'-6 3/8"
1'-1"
4'-2"
4'-2 1/2"
1 5/8"
16'-0 1/4"
4'-0"
Dimension Key
BUTLER.
REV
DATE
BY
DESCRIPTION
FRAME CROSS SECTION AT FRAME LINE(S) G
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:05
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
12
WebThk.
.1345
.1345
.1345
.1345
.1345
.1345
.1345
.1345
.1644
.1644
.1875
.1644
.1345
Depth1
1'-4"
11"
9"
1'-1"
9"
10"
9"
1'-6"
1'-4"
11"
11"
11"
9"
Depth2
1'-4"
9"
1'-1"
9"
10"
9"
1'-6"
1'-6"
1'-4"
11"
11"
11"
9"
Approx.Lgth
19'-4 3/8"
11'-0 5/8"
29'-0 3/4"
Approx.Weight
359#
119#
293#
16'-10 1/4"
164#
21'-11 3/16"
328#
20'-3 1/4"
20'-10 1/4"
22'-1 11/16"
20'-0 1/8"
4'-1 9/16"
420#
113#
119#
109#
39#
6
Frame Clearances
Vert. Clearance at member 10(EPX004): 20'-10 1/8"
Detail
Cee Mark No
BR25CJ
BR25A3
BR25CA
000CRA Double Pitched FI Error
Qty Grade Bolt
Bolt
Plate
Dia.
Length Thick.
A
4
A325
3/4"
2 1/2" 3/8"
B
4
A325
1/2"
1 1/2" 3/8"
C
4
A325
1/2"
1 1/2" 1/4"
Id
5
4
6
6
1.000: 12
6"
40'-1 11 /1
3
40'- 1 11 /1
6"
1.00 0: 12
GFB2081
GFB2081
A
RBX0 2
RBX 018
B
A
0
5
RBX01 9
B
GFB2063
GFB2037
GFB2037
GFB2037
GFB2037
GFB2050
GFB2050
GFB2037
EAP2
A
B
A
5
0097284
49080
49080
7
A
RB X0 17
GC610034
GC5
GC5
GC5
GFB2035
GC610034
GC5
4
5'-0"
CX014
GC5
GC5
GC610034
GC5
7'-6"
GC5
GC610034
7'-6"
GC5
GC5
CX015
GC610034
GC5
EPX006
GC5
GC5
EPX005
GC610034
5'-0"
GC5
EPX004
4
GC5
20'-10 1/2"
PartNo
2
7
GFB2035
Rows
In
1
1
1
6 @ 5'-0"
6 @ 5' -0 "
10
Rows
Out
1
1
1
EAP2
Part
Mem Width
Thick
CX014
1
6.0000 .2500
RBX017 2
5.0000 .1345
RBX018 3
5.0000 .1345
4
5.0000 .1345
RBX019 5
5.0000 .1345
6
5.0000 .1345
RBX020 7
5.0000 .1875
8
5.0000 .1875
CX015
9
6.0000 .2500
EPX004 10
5.0000 .1345
EPX005 11
5.0000 .1345
EPX006 12
5.0000 .1345
CBX001 10001 5.0000 .1345
3
3
21'-0"
25'-6"
17'-6"
CL
16'-0"
CL
CL
80'-0"
BL
11
10
9
8
7
6
5
4
3
2
1
BL
FRAME CROSS SECTION AT FRAME LINE(S) H
4'-0 3/16" 1.000:12
24'-2 1/2" Ridge Ht.
2'-11 3/16"
1'-0 15/16"
2 @ 4'-6 3/8"
1'-1"
4'-2"
4'-2 1/2"
1 5/8"
16'-0 1/4"
4'-0"
Dimension Key
BUTLER.
REV
DATE
BY
DESCRIPTION
FRAME CROSS SECTION AT FRAME LINE(S) H
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:06
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
13
BUTLER.
REV
DATE
BY
DESCRIPTION
PRIMARY BRACING SEDS
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:19
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
14
Secondary Part Schedule
Mark
Part
E10
10E1905414BDB31
E11
10E1905417BDB30
E12
10E1911417DDB30
E13
10E2311417BDB30
E6
10E1511414BDA31
E7
10E2205414DDB31
E8
10E1911414DDB31
E9
10E2305414DDB31
P1
08Z2011415B2B3
P10
08Z2005415B1B3
P11
08Z231141533B2
P12
08Z2611414B4B3
P17
08Z231141633B2
P3
08Z221141622B2
P4
08Z270541633B2
P5
08Z280541544B2
P6
08Z251141644B2
P7
08Z260541633B2
P8
08Z1811416B403
Thick.
0.0790
0.0600
0.0600
0.0600
0.0790
0.0790
0.0790
0.0790
0.0730
0.0730
0.0730
0.0790
0.0680
0.0680
0.0680
0.0730
0.0680
0.0680
0.0680
Depth
10"
10"
10"
10"
10"
10"
10"
10"
8 1/2"
8 1/2"
8 1/2"
8 1/2"
8 1/2"
8 1/2"
8 1/2"
8 1/2"
8 1/2"
8 1/2"
8 1/2"
Lap
1'-4 1/2"
10 1/2"
1'-10 1/2"
2'-10 1/2"
1'-10 1/2"
1'-4 1/2"
1'-10 1/2"
2'-10 1/2"
2'-10 1/2"
1'-10 1/2"
2'-10 1/2"
Detail
RS12PH,RS12PA,RS12PJ
RS12PA,RS12PJ
RS12PF,RS12PE,RS12PJ
RS12PE,RS12PJ
RS12PA,RS12PJ
RS12PA,RS12PJ
RS02T1,RS01T1
RS02T1,RS01T1
RS01T1
RS02T1,RS01T1
RS01T1
RS01T1
RS01T1
RS01T1
RS01T1
RS01T1
RS02T1,RS01T1
Id
Purlin Brace Schedule
Qty
Mark No
Spacing
1
15
CPBRB010510
1'-1"
2
110
CPBB050108(Typ.)5'-0"
3
15
CPBB040714
4'-6 3/8"
4
42
PBA0410
4'-6 3/8"
5
10
CPBB040700
4'-5 7/16"
6
24
PBA0409
4'-5 7/16"
See SED:
BR09PK, BR09RY, BR09RZ, BR09PH, BR09JH
BR09JG, BR09K5, BR09K2
A
B
C
D
E
F
G
H
7
1R2B1
E6
P6(Typ.)
P17(Typ.)
3
P5(Typ.)
P5(Typ.)
3
3
3
3
3
P3(Typ.)
P3(Typ.)
2
5
3
P1(Typ.)
P1(Typ.)
3
2
P8(Typ.)
P8(Typ.)
11
11
P7(Typ.)
P7(Typ.)
11
11
1
1
1
11
P4(Typ.)
P4(Typ.)
6
3
4
5
E9
P12(Typ.)
1R1B3
4
4
4
4
E8
1R1B5
E7
1R1B6
E6
1R1B7
22'-6"
20'-0"
22'-6"
15'-6"
5
6
8
E7
1R1B4
6
6
7
5
6
5
5
6
6
6
7
5
20'-0"
1
4
4
4
4
4
3
4
3
3
3
3
4
4
E8
P11(Typ.)
1R1B2
2
BL
BL
E10
P10(Typ.)
1R1B1
8
6
7
4
1
3
5
2
3
2
11
80'-0"
6
4
1
2
3
4
5
6
7
8
Part Mark Key
002SGA11062
002SGA19114
002SGA08064
001SGA11062
001SGA19114
001SGA08064
001SGA11043
001SGA08067
1
4
4
4
1R2B2
E7
4
1R2B3
E8
4
4
4
3
1R2B4
E7
4
4
3
4
4
4
1R2B5
P12(Typ.)
E9
4
4
1R2B6
P11(Typ.)
E8
4
2
8
6
5
5
5
5
7
8
20'-0"
1R2B7
P10(Typ.)
E10
BL
2
6
E13
3R1B3
1
5
E12
3R1B2
6
E11
3R1B1
6
23'-6"
6
20'-0"
6
19'-0"
6
BL
1
63'-6"
E11
2R1B1
E12
2R1B2
E13
2R1B3
19'-0"
20'-0"
23'-6"
63'-6"
BL
1
19'-0"
20'-0"
23'-6"
144'-0"
1
6"
Dimension Key
BL
BL
ROOF SECONDARY PLAN
Shape Name = Unit 1 - Maint Ops, Shape = Unit 1 - Maint Ops, Shape = Unit 2 - WX-Right, Shape = Unit 3 - WX-Left
1. UNLESS NOTED, USE 1/2 X 1 1/2 A-325 SNUG TIGHTENED BOLTS FOR ALL
SECONDARY CONNECTIONS.
2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE
STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTION
OF WALL AND ROOF SHEETS.
3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.
BUTLER.
REV
DATE
BY
DESCRIPTION
ROOF SECONDARY PLAN
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:21
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
15
BUTLER.
REV
DATE
BY
DESCRIPTION
ROOF SECONDARY SED'S
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:22
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
16
BUTLER.
REV
DATE
BY
DESCRIPTION
ROOF SECONDARY SED'S
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:23
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
17
6
16'-8 1/2"
15'-10 1/2"
7
Open
20'-0"
BL
BL
SECONDARY ELEVATION AT D
Shape Name = Unit 2 - WX-Right, Wall = 3
BUTLER.
REV
DATE
BY
DESCRIPTION
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:32
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
22
B
C
15'-10 1/2"
A
D
Open
1
CL
19'-0"
20'-0"
23'-6"
CL
1
CL
CL
63'-6"
BL
1
BL
SECONDARY ELEVATION AT 7
6"
Dimension Key
BUTLER.
REV
DATE
BY
DESCRIPTION
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:33
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
23
C
B
15'-10 1/2"
D
A
Open
1
CL
23'-6"
20'-0"
19'-0"
CL
1
CL
CL
63'-6"
BL
1
BL
6"
Dimension Key
Shape Name = Unit 3 - WX-Left, Wall = 2
BUTLER.
REV
DATE
BY
DESCRIPTION
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:35
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
24
15'-10 1/2"
1
16'-8 1/2"
2
Open
20'-0"
BL
BL
BUTLER.
REV
DATE
BY
DESCRIPTION
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:36
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
25
BUTLER.
REV
DATE
BY
DESCRIPTION
WALL SECONDARY SED'S
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:37
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
26
BUTLER.
REV
DATE
BY
DESCRIPTION
WALL SECONDARY SED'S
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:39
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
27
Color
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
Trim
Id
T1
T2
T3
T4
T5
T6
Direction
Right to Left
Right to Left
Right to Left
Right to Left
Right to Left
Right to Left
Right to Left
Right to Left
Right to Left
Right to Left
Right to Left
Right to Left
A
B
C
#5
Schedule
Parts
(7.2)RC20
0560173,MRRET,RBT2,TC1,(0.1)WA10A
0630043
0630043
0630043
0630043
D
T6
20'-0"
Fin.
K
K
K
K
K
K
K
K
K
K
K
K
BL
OP
12
35
30
12
15
15
28
14
12
31
12
31
E
Color
Match
Match
Match
Match
Match
Match
F
G
Roof
Wall
Wall
Wall
Wall
Wall
Color
Color
Color
Color
Color
Color
Details
NV667
H
T6
(31)#4
#22
T4
BL
Gage
24
24
24
24
24
24
24
24
24
24
24
24
1
Type
MR24
MR15
MR15
MR24
MR21
MR24
MR09
MR09
MR24
MR18
MR24
MR18
2
Covering Schedule
Id
Qty Length
#7
72
40'-4 1/8"
#19 1
25'-0 1/2"
#20 1
15'-9 5/8"
#21 53
40'-4 1/8"
#22 1
4'-9 3/8"
#23 18
44'-2 1/4"
#24 1
20'-9 5/8"
#25 1
23'-10 5/8"
#2
31
20'-1 7/8"
#3
1
20'-1 7/8"
#4
31
20'-1 7/8"
#5
1
20'-1 7/8"
Oper. Code:12=SQ,SQ
Oper. Code:35=SQ,NT
Oper. Code:30=SQ,SQ
Oper. Code:15=SQ,SQ
Oper. Code:28=SQ,SQ
Oper. Code:14=SQ,NT
Oper. Code:31=SQ,SQ
Finish:K=KXL (Kynar)
Color:SW=Cool Solar White
T4
#25
63'-6"
3
#19
(18)#23
(53)#21
#24
T2
T1
T2
5
80'-0"
4
#20
T3
BL
7
20'-0"
BL
6
(72)#7
#3
T3
(31)#2
144'-0"
BL
BL
T5
T5
BL
Planograph Schedule
Id
Details
T1
P-080573,P-080578,P-080949
T2
P-081167,P-081243,P-GAI
T3
P-080572,P-081236,P-103223,P-104542,P-104713
T4
P-080572,P-081236,P-103223,P-104542,P-104713
T5
P-080572,P-081236,P-103223,P-104542,P-104713
T6
P-080572,P-081236,P-103223,P-104542,P-104713
63'-6"
ROOF COVERING PLAN
Shape Name = Unit 1 - Maint Ops, Shape = Unit 1 - Maint Ops, Shape = Unit 2 - WX-Right, Shape = Unit 3 - WX-Left
1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. PANELS SHOWN WITH A LENGTH LESS THAN 5 FT MAY HAVE
TO BE FIELD CUT.
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
BUTLER.
REV
DATE
BY
DESCRIPTION
ROOF COVERING PLAN
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:41
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
28
Covering Schedule
Id Qty Type
Start Length
#8 12 SHP
4'-7 3/8"
#9 12 SHP
16'-4 7/8"
#10 15 SHP
21'-0 1/4"
#11 9
SHP
15'-7 5/8"
#12 21 SHP
3'-1 5/8"
#26 12 SHP
1'-6 3/4"
Oper. Code:2=SQ,SQ
Oper. Code:7=SQ,SQ
Oper. Code:1=SQ,SQ
Oper. Code:3=SQ,SQ
Color:TD=Standard Color
Gage
26
26
26
26
26
26
OP
2
7
1
7
2
3
Fin.
K
K
K
K
K
K
Color
TD
TD
TD
TD
TD
TD
Direction
Left to Right
Left to Right
Left to Right
Left to Right
Left to Right
Left to Right
Trim
Id
T1
T2
T3
T4
Schedule
Parts
(12)CLE12C,(6)GTR25,(12)SHCL12
(3.5)0620163,(2)SHOCT12
(6.4)0630568,(4.6)PTFT15,(6.4)TLF10
(3.5)BA225,(7.2)BT12A
Color
Match
Match
Match
Match
T5
T6
T7
(1.2)OHDTS12
(1.5)DGS12
(0.2)BA225,(0.5)BT12A
Match Wall Color
Match Wall Color
Match Wall Color
T8
(0.1)BA225,(0.2)BT12A
Match Wall Color
T9
0640492,4CE75,(2.5)CP410
Match Wall Color
Wall
Wall
Roof
Wall
Color
Color
Color
Color
Details
MV250,NV116,NV131
NV118,NV119,NV133,NV134
NV667
GV386,GV442,NV115,NV120,NV128,NV130,
NV135,NV143,NV664
NV123,NV138,NV569
NV125,NV140,NV566
GV386,GV442,NV115,NV120,NV128,NV130,
NV135,NV143,NV664
GV386,GV442,NV115,NV120,NV128,NV130,
NV135,NV143,NV664
KV851
H
A
T1
(21)#12
(12)#8
T3
(4)#26
T6
(4)#26
T6
T4
14'-0"
T5
T5
T5
T7
87'-0"
#11
T5
(3)#11
T9
(3)#11
T5
(2)#11
T5
T9
(12)#9
T9
(15)#10
T2
20'-10 1/2"
(4)#26
T6
T7
6'-0"
14'-0"
T8
6'-0"
14'-0"
1
144'-0"
BL
BL
COVERING ELEVATION AT 2
1
3'-0"
Dimension Key
Fastener Schedule
Part
Discription
0097362STD
Scrubolt 11/32 x 1 1/2", T-45 Torx Hd w/Washer
0097364STD
(T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer
Planograph Schedule
Id
Details
T1
P-080575,P-103223,P-103315,P-104713,P-105019,P-105098
T2
P-081180,P-081185
T3
P-080818,P-081525,P-081568,P-081573,P-081590,P-105634
T4
P-081180,P-081186,P-081187,P-081505
T5
P-081202
T6
P-081202
T7
P-081180,P-081186,P-081187,P-081505
T8
P-081180,P-081186,P-081187,P-081505
T9
P-105224,P-105225,P-105228
Shape Name = Unit 1 - Maint Ops, Wall = 2
TO STRUCTURAL BEAMS
TO BE FIELD CUT.
BUTLER.
REV
DATE
BY
DESCRIPTION
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:44
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
30
Covering Schedule
Id Qty Type
Start Length
#17 13 SHP
20'-10 3/4"
#18 14 SHP
24'-0 3/4"
Oper. Code:1=SQ,SQ
Gage OP
26
1
26
1
Fin. Color Increment
K
TD
3"
K
TD
-3"
Direction
Left to Right
Left to Right
Trim
Id
T1
T2
T3
Schedule
Parts
(2.0)MRGT20L,(3.3)SHCL12,(3.9)WA10A
(2.0)MRGT20R,(3.3)SHCL12,(3.9)WA10A
(3.2)BA225,(6.7)BT12A
Color
Match Wall Color
Match Wall Color
Match Wall Color
T4
T5
(3.5)0620163,(2)SHOCT12
CTB2L,CTB2R
Match Wall Color
Match Wall Color
Details
KV403,KV404
KV403,KV404
GV386,GV442,NV115,NV120,NV128,NV130,
NV135,NV143,NV664
NV118,NV119,NV133,NV134
NV664
6
2
20'-9 3/4"
21'-0 3/4"
21'-3 3/4"
21'-6 3/4"
21'-9 3/4"
22'-0 3/4"
22'-6 3/4"
22'-9 3/4"
23'-0 3/4"
23'-3 3/4"
23'-6 3/4"
23'-9 3/4"
24'-0 3/4"
23'-10 3/4"
23'-7 3/4"
23'-4 3/4"
23'-1 3/4"
22'-10 3/4"
22'-7 3/4"
22'-4 3/4"
22'-1 3/4"
21'-10 3/4"
21'-7 3/4"
21'-4 3/4"
21'-1 3/4"
20'-10 3/4"
20'-10 1/2"
(13)#17
22'-3 3/4"
T2
T1
T4
(14)#18
T3
T5
80'-0"
BL
BL
COVERING ELEVATION AT H
Fastener Schedule
Part
Discription
0097362STD
0097364STD
Planograph Schedule
Id
Details
T1
P-081167,P-081183,P-081186,P-105098,P-GAI
T2
P-081167,P-081183,P-081186,P-105098,P-GAI
T3
P-081180,P-081186,P-081187,P-081505
T4
P-081180,P-081185
T5
P-081180,P-081505
TO STRUCTURAL BEAMS
TO BE FIELD CUT.
BUTLER.
REV
DATE
BY
DESCRIPTION
COVERING ELEVATION AT H
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:45
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
31
Covering Schedule
Id Qty Type
Start Length
#13 21 SHP
3'-1 5/8"
#14 9
SHP
15'-7 5/8"
#15 12 SHP
1'-6 3/4"
#16 27 SHP
21'-0 1/4"
Oper. Code:2=SQ,SQ
Oper. Code:7=SQ,SQ
Oper. Code:3=SQ,SQ
Oper. Code:1=SQ,SQ
Gage
26
26
26
26
OP
2
7
3
1
Fin.
K
K
K
K
Color
TD
TD
TD
TD
Direction
Left to Right
Left to Right
Left to Right
Left to Right
Trim Schedule
Id
Parts
T1
(3.5)BA225,(7.2)BT12A
Color
Match Wall Color
T2
T3
T4
T5
T6
T7
T8
T9
(1.2)OHDTS12
(1.5)DGS12
(0.6)OHDTS12
(0.5)DGS12
(0.5)DSF12
(12)CLE12C,(6)GTR25,(12)SHCL12
0640492,4CE75,(2.5)CP410
(0.2)BA225,(0.5)BT12A
Match
Match
Match
Match
Match
Match
Match
Match
T10
(0.1)BA225,(0.2)BT12A
Match Wall Color
T11
T12
(6.4)0630568,(4.6)PTFT15,(6.4)TLF10
CTB2L,CTB2R
Match Roof Color
Match Wall Color
Wall
Wall
Wall
Wall
Wall
Wall
Wall
Wall
Color
Color
Color
Color
Color
Color
Color
Color
Details
GV386,GV442,NV115,NV120,NV128,NV130,
NV135,NV143,NV664
NV123,NV138,NV569
NV125,NV140,NV566
NV123,NV138,NV569
NV125,NV140,NV566
NV567
MV250,NV116,NV131
KV851
GV386,GV442,NV115,NV120,NV128,NV130,
NV135,NV143,NV664
GV386,GV442,NV115,NV120,NV128,NV130,
NV135,NV143,NV664
NV667
NV664
A
H
T7
T5
(21)#13
(4)#15
T3
T4
(4)#15
T3
T6
T10
1
14'-0"
6'-0"
T8
T2
T2
T2
T9
(2)#14
T2
(3)#14
T8
(3)#14
T2
#14
T8
(27)#16
T2
20'-10 1/2"
(4)#15
T3
T4
T11
T9
14'-0"
6'-0"
T1
14'-0"
T12
87'-0"
144'-0"
BL
BL
1
3'-0"
Dimension Key
Fastener Schedule
Part
Discription
0097362STD
0097364STD
Planograph Schedule
Id
Details
T1
P-081180,P-081186,P-081187,P-081505
T2
P-081202
T3
P-081202
T4
P-081202
T5
P-081202
T6
T7
P-080575,P-103223,P-103315,P-104713,P-105019,P-105098
T8
P-105224,P-105225,P-105228
T9
P-081180,P-081186,P-081187,P-081505
T10 P-081180,P-081186,P-081187,P-081505
T11 P-080818,P-081525,P-081568,P-081573,P-081590,P-105634
T12 P-081180,P-081505
TO STRUCTURAL BEAMS
TO BE FIELD CUT.
BUTLER.
REV
DATE
BY
DESCRIPTION
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:47
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
32
Trim
Id
T1
T2
Schedule
Parts
(2)CBSZ0700-26,(2)SCT10A-24
MRGT20L,(2)ST10A,(2.0)WA10B
Color
Match Wall Color
Match Wall Color
7
Details
MS008,MS035
KV471,KV472
6
16'-8 1/2"
15'-10 1/2"
T2
T1
Open
20'-0"
BL
BL
COVERING ELEVATION AT D
Planograph Schedule
Id
Details
T1
B-081398,B-081517
T2
P-081167,P-104544,P-GAI
TO STRUCTURAL BEAMS
TO BE FIELD CUT.
BUTLER.
REV
DATE
BY
DESCRIPTION
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:50
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
33
Trim Schedule
Id
Parts
T1
(3)GTR25
Color
Match Wall Color
Details
MV231
A
D
15'-10 1/2"
T1
Open
63'-6"
BL
BL
Planograph Schedule
Id
Details
T1
P-080575,P-103223,P-103315,P-104713
TO STRUCTURAL BEAMS
TO BE FIELD CUT.
BUTLER.
REV
DATE
BY
DESCRIPTION
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:51
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
34
Trim
Id
T1
T2
Schedule
Parts
(3)GTR25
(2)CBSZ0700-26,(2)SCT10A-24
Color
Match Wall Color
Match Wall Color
Details
MV231
MS008,MS035
D
A
15'-10 1/2"
T1
T2
Open
63'-6"
BL
BL
Planograph Schedule
Id
Details
T1
P-080575,P-103223,P-103315,P-104713
T2
B-081398,B-081517
TO STRUCTURAL BEAMS
TO BE FIELD CUT.
BUTLER.
REV
DATE
BY
DESCRIPTION
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:53
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
35
Trim Schedule
Id
Parts
T1
MRGT20R,(2)ST10A,(2.0)WA10B
Color
Match Wall Color
2
Details
KV471,KV472
1
15'-10 1/2"
16'-8 1/2"
T1
Open
20'-0"
BL
BL
Planograph Schedule
Id
Details
T1
P-081167,P-104544,P-GAI
TO STRUCTURAL BEAMS
TO BE FIELD CUT.
BUTLER.
REV
DATE
BY
DESCRIPTION
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:25:54
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
36
BUTLER.
REV
DATE
BY
DESCRIPTION
COVERING & TRIM SED'S
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:26:07
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
37
BUTLER.
REV
DATE
BY
DESCRIPTION
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:26:08
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
38
BUTLER.
REV
DATE
BY
DESCRIPTION
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:26:10
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
39
.1345
.1345
.1345
.1345
.1345
.1345
Approx.Lgth
20'-3 5/16"
9'-8 3/8"
29'-0 3/4"
Approx.Weight
386#
112#
345#
16'-10 1/4"
177#
21'-11 1/8"
318#
20'-3 1/4"
20'-8 1/4"
21'-10 3/4"
20'-1 1/8"
418#
112#
118#
110#
.1345
.1345
.1345
.1345
.1345
.1345
1'-0"
9"
1'-0"
10"
9"
1'-0"
10"
1'-0"
9"
10"
1'-0"
9"
15'-2 7/16"
19'-1 7/16"
161#
189#
15'-2 7/16"
19'-1 7/16"
153#
189#
7
Detail
Frame Clearances
Cee Mark No
BR25CJ
BR25A3
BR25CA
6
6
000CRA Double Pitched FI Error
5
4
Rows
Out
1
1
Rows
In
1
1
PartNo
C
1
-
0097280
2
A325
1/2"
40'- 1 11 /1
6"
2
2
5
A
GFB2037
3
B
A
4
RB X0 01
GFB2035
GC610034
GC5
GC5
GC5
GFB2035
GC610034
2
C GC5
C
2
GC5 C
C
9
2 @ 5'- 0"
GFB2081
GFB2081
GFB2063
RBX0 0
RBX 002
0.50 0:12
8
A
RB X0 03
B
20' -0 3/16"
GFB2037
GFB2050
GFB2037
GFB2037
A
B
A
GFB2037
GFB2050
6
GFB2050
GFB2063
8
GFB2063
0.5 00:1 2
2 @ 5'- 0"
1
1.00 0: 12
5
9
3/8"
RBX021
5'-0"
1
GC5
1
20'-0"
1
21'-0"
25'-6"
17'-6"
CL
BL
1
16'-0"
CL
20'-0"
CL
BL
80'-0"
BL
BL
FRAME CROSS SECTION AT FRAME LINE(S) A
0"
2 @ 4'-5 7/16"
1'-1 3/8"
0'-0"
24'-2 1/2"
2 @ 4'-6 3/8"
1'-1"
4'-2"
4'-2 1/2"
1 5/8"
Dimension Key
Shape Name = Unit 1 - Maint Ops Wall 4, Frame 1 , Shape = Unit 2 - WX-Right Wall 4, Frame 1 , Shape = Unit 3 - WX-Left Wall 2, Frame 4
CX017
GC610034
7'-6"
GC5
GC5
CX002
16'-8 1/2"
GC5
GC610034
EPX003
GC5
7'-6"
GC5
EPX002
GC610034
GC5
EPX001
GC5
GC5
16'-8 1/2"
GC610034
5'-0"
20'-10 1/2"
GC5
CX001
CX016
15'-10 1/2"
RBX021
10
9
8
7
6
5
4
3
2
1
0097284
49080
6 @ 5' -0"
6 @ 5' -0 "
20' -0 3/16"
2"
3
4
4
1.000: 12
6"
40'-1 11 /1
Id Qty Grade Bolt
Bolt
Plate
Dia.
Length Thick.
A
4
A325
3/4"
2 1/2" 3/8"
B
4
A325
1/2"
1 1/2" 3/8"
15'-10 1/2"
CX017
RBX021
5.0000
5.0000
5.0000
5.0000
5.0000
5.0000
Depth2
1'-4"
10"
1'-3"
9"
1'-1"
9"
1'-5"
1'-5"
1'-4"
11"
11"
11"
GFB2037
1
2
3
1
2
3
Depth1
1'-4"
1'-2"
10"
1'-3"
9"
1'-1"
9"
1'-5"
1'-4"
11"
11"
11"
3
CX016
RBX021
WebThk.
.1345
.1345
.1644
.1644
.1345
.1345
.1345
.1345
.1644
.1644
.1644
.1644
GFB2037
Part
Mem Width
Thick
CX001
1
6.0000 .2500
RBX001 2
5.0000 .1345
RBX002 3
5.0000 .1345
4
5.0000 .1345
RBX003 5
5.0000 .1345
6
5.0000 .1345
RBX004 7
5.0000 .1875
8
5.0000 .1875
CX002
9
6.0000 .2500
EPX001 10
5.0000 .1345
EPX002 11
5.0000 .1345
EPX003 12
5.0000 .1345
BUTLER.
REV
DATE
BY
DESCRIPTION
FRAME CROSS SECTION AT FRAME LINE(S) A
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:39:52
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
6
Approx.Weight
709#
910#
37'-2 9/16"
910#
20'-4 13/16"
709#
.1345
.1345
.1345
.1345
.1345
.1345
10"
9"
11"
10"
9"
11"
10"
11"
9"
10"
11"
9"
15'-2 7/16"
19'-1 7/16"
153#
218#
15'-2 7/16"
19'-1 7/16"
153#
218#
7
Id Qty Grade Bolt
Bolt
Plate
Dia.
Length Thick.
A
10 A325
3/4"
2 1/2" 1/2"
B
6
A325
3/4"
2 1/2" 1/2"
Rows
Out
3
1
Rows
In
2
2
PartNo
C
1
-
0097280
2
A325
1/2"
2"
3/8"
Frame Clearances
Horiz. Clearance between members 1(CX003)
Vert. Clearance at member 1(CX003): 17'-6
0097284
0097284
6
2
6"
40'-1 11 /1
4
4
1.000: 12
40'- 1 11 /1
6"
1.00 0: 12
5
(2)GFB2037
GFB2037
3
20' -0 3/16"
A
RBX0
(2)GFB4003
05
(2)GFB4003
2
C GC5
C
2
GC5 C
C
9
2 @ 5'- 0"
RBX 006
A
0.50 0:12
8
(2)GFB4007
B
GFB2097
GFB2063
GFB2081
GFB2097
GFB3000
GFB3000
GFB2097
GFB2097
ESBS1
6
2 @ 5'- 0"
(2)GFB2037
RBX022
GFB3087
1
7'-6"
GC5
1
1
20'-0"
BL
10
9
8
7
6
5
4
3
2
1
1
80'-0"
BL
20'-0"
BUTLER.
BL
BL
FRAME CROSS SECTION AT FRAME LINE(S) B
0"
2 @ 4'-5 7/16"
1'-1 3/8"
0'-0"
24'-2 1/2"
2 @ 4'-6 3/8"
1'-1"
4'-2"
4'-2 1/2"
1 5/8"
Dimension Key
CX017
GFB2060
7'-6"
GC5
5'-0"
CX003
GFB2060
16'-8 1/2"
GC5
16'-8 1/2"
GC5
5'-0"
20'-10 1/2"
GFB3087
CX004
CX017
15'-10 1/2"
RBX022
15'-10 1/2"
ESBS1
(2)GFB4007
9
GFB2063
0.5 00:1 2
GFB2081
5
8
1
6 @ 5' -0"
6 @ 5' -0 "
20' -0 3/16"
and 6(CX004): 73'-8 1/4"
1/8"
1/8"
15/16"
15/16"
ESBS1
.1345
.1875
.1875
.1345
.1875
.1875
Approx.Lgth
20'-4 13/16"
37'-2 9/16"
(2)GFB2037
CX017
RBX022
5.0000
5.0000
5.0000
5.0000
5.0000
5.0000
Depth2
3'-0"
1'-1"
2'-1"
1'-1"
2'-8"
3'-0"
3
1
2
3
1
2
3
Depth1
1'-0"
2'-8"
1'-1"
2'-1"
1'-1"
1'-0"
(2)GFB2037 ESBS1
CX017
RBX022
WebThk.
.1875
.1875
.1345
.1345
.1875
.1875
GFB2037
Part
Mem Width
Thick
CX003
1
5.0000 .3750
RBX005 2
5.0000 .3750
3
5.0000 .3750
RBX006 4
5.0000 .3750
5
5.0000 .3750
CX004
6
5.0000 .3750
REV
DATE
BY
DESCRIPTION
FRAME CROSS SECTION AT FRAME LINE(S) B
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:42:30
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
7
Approx.Weight
722#
1038#
37'-4 7/8"
1044#
20'-4 5/8"
708#
.1345
.1345
.1345
.1345
.1345
.1345
10"
9"
1'-0"
10"
9"
1'-0"
10"
1'-0"
9"
10"
1'-0"
9"
15'-2 7/16"
19'-1 7/16"
153#
223#
15'-2 7/16"
19'-1 7/16"
153#
223#
7
Id Qty Grade Bolt
Bolt
Plate
Dia.
Length Thick.
A
12 A325
3/4"
2 1/2" 1/2"
B
8
A325
3/4"
2 1/2" 1/2"
C
12 A325
3/4"
2 1/2" 1/2"
Rows
Out
3
1
4
Rows
In
3
3
2
PartNo
D
1
-
0097280
2
A325
1/2"
2"
3/8"
Frame Clearances
0097284
0097284
0097284
6
2
6"
40'-1 11 /1
4
4
1.000: 12
40'- 1 11 /1
6"
1.00 0: 12
5
(2)GFB2037
GFB2050
3
20' -0 3/16"
C
RBX0
(2)GFB3104
07
(2)GFB3104
2
GC5
D GCM0520379
D
2
GCM0520379
GC5 D
D
9
2 @ 5'- 0"
RBX 008
A
0.50 0:12
8
(2)GFB4027
B
GFB3000
GFB2050
GFB2081
GFB2097
GFB3000
GFB3000
GFB2063
GFB3000
ESBS1
6
2 @ 5'- 0"
(2)GFB2037
RBX023
GFB2093
1
7'-6"
GC5
1
1
20'-0"
BL
10
9
8
7
6
5
4
3
2
1
1
80'-0"
BL
20'-0"
BL
FRAME CROSS SECTION AT FRAME LINE(S) C
0"
2 @ 4'-5 7/16"
1'-1 3/8"
0'-0"
24'-2 1/2"
2 @ 4'-6 3/8"
1'-1"
4'-2"
4'-2 1/2"
1 5/8"
Dimension Key
BUTLER.
REV
DATE
BY
DESCRIPTION
BL
CX017
GFB2060
7'-6"
GC5
5'-0"
CX005
GFB2060
16'-8 1/2"
GC5
16'-8 1/2"
GC5
5'-0"
20'-10 1/2"
GFB2093
CX00 6
CX017
15'-10 1/2"
RBX023
15'-10 1/2"
ESBS1
(2)GFB4007
9
GFB2050
0.5 00:1 2
GFB2097
5
8
1
6 @ 5' -0"
6 @ 5' -0 "
20' -0 3/16"
and 6(CX006): 74'-0 11/16"
5/16"
5/16"
15/16"
15/16"
ESBS1
.1345
.1875
.1875
.1345
.1875
.1875
Approx.Lgth
20'-4 5/8"
37'-4 13/16"
(2)GFB2037
CX017
RBX023
5.0000
5.0000
5.0000
5.0000
5.0000
5.0000
Depth2
2'-10"
1'-0"
2'-2"
1'-0"
3'-0"
2'-10"
3
1
2
3
1
2
3
Depth1
1'-0"
2'-11"
1'-0"
2'-2"
1'-0"
1'-0"
(2)GFB2037 ESBS1
CX017
RBX023
WebThk.
.1875
.2500
.1875
.1875
.2500
.1875
GFB2050
Part
Mem Width
Thick
CX005
1
6.0000 .3750
RBX007 2
5.0000 .3125
3
5.0000 .3750
RBX008 4
5.0000 .3750
5
5.0000 .3125
CX006
6
6.0000 .3750
FRAME CROSS SECTION AT FRAME LINE(S) C
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:43:16
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
8
Approx.Weight
772#
1053#
37'-1 7/8"
1053#
20'-4 7/8"
772#
.1345
.1345
.1345
.1345
.1345
.1345
1'-0"
9"
1'-3"
10"
9"
1'-3"
10"
1'-3"
9 1/16"
10"
1'-3"
9 1/16"
15'-2 7/16"
19'-1 7/16"
161#
203#
15'-2 7/16"
19'-1 7/16"
153#
203#
7
Id Qty Grade Bolt
Bolt
Plate
Dia.
Length Thick.
A
12 A325
3/4"
2 1/2" 1/2"
B
8
A325
3/4"
2 1/2" 1/2"
Rows
Out
4
1
Rows
In
2
3
PartNo
C
1
-
0097280
2
A325
1/2"
2"
3/8"
Frame Clearances
0097284
0097284
6
2
6"
40'-1 11 /1
4
4
1.000: 12
40'- 1 11 /1
6"
1.00 0: 12
5
(2)GFB4027
B
GFB3000
GFB2050
GFB2081
GFB3000
GFB3021
GFB3021
GFB3000
GFB2097
GFB2063
GFB3000
(2)GFB4027
ESBS1
20' -0 3/16"
RBX0
(2)GFB4003
09
(2)GFB4003
2
GCM0520379
C GC5
C
2
GCM0520379
GC5 C
C
10
2 @ 5'- 0"
A
A
0.50 0:12
8
RBX010
GFB2037
3
GFB2050
6
10
8
GFB2050
5
0.5 00:1 2
9
1
6 @ 5' -0"
6 @ 5' -0 "
20' -0 3/16"
and 6(CX007): 73'-6 11/16"
9/16"
9/16"
15/16"
15/16"
GFB3087
5'-0"
1
7'-6"
GC5
1
1
20'-0"
BL
11
10
9
8
7
6
5
4
3
2
1
1
80'-0"
BL
20'-0"
BL
FRAME CROSS SECTION AT FRAME LINE(S) D
0"
2 @ 4'-5 7/16"
2 @ 5'-0"
1'-1 3/8"
0'-0"
24'-2 1/2"
2 @ 4'-6 3/8"
1'-1"
4'-2"
4'-2 1/2"
1 5/8"
Dimension Key
BUTLER.
REV
DATE
BY
DESCRIPTION
BL
CX017
GFB2060
7'-6"
GC5
16'-8 1/2"
GFB2060
16'-8 1/2"
GC5
CX007
GC5
5'-0"
20'-10 1/2"
RBX024
GFB3087
CX007
CX016
15'-10 1/2"
RBX024
15'-10 1/2"
.1345
.1345
.1345
.1345
.1345
.1345
Approx.Lgth
20'-4 7/8"
37'-1 7/8"
GFB2050
CX017
RBX024
5.0000
5.0000
5.0000
5.0000
5.0000
5.0000
Depth2
3'-1"
1'-0"
2'-4"
1'-0"
3'-0"
3'-1"
ESBS1
1
2
3
1
2
3
Depth1
1'-0"
3'-0"
1'-0"
2'-4"
1'-0"
1'-0"
GFB2037
CX016
RBX024
WebThk.
.2500
.2500
.1875
.1875
.2500
.2500
3
Part
Mem Width
Thick
CX007
1
5.0000 .3125
RBX009 2
5.0000 .3125
3
5.0000 .3750
RBX010 4
5.0000 .3750
5
5.0000 .3125
CX007
6
5.0000 .3125
FRAME CROSS SECTION AT FRAME LINE(S) D
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:44:21
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
9
Thick.
0.0600
0.0600
0.0880
0.0730
0.0730
0.0680
0.1130
0.0600
0.0980
Depth
8 1/2"
8 1/2"
8 1/2"
8 1/2"
8 1/2"
8 1/2"
8 1/2"
8 1/2"
8 1/2"
1
Lap
Detail
WS01R2
WS01R2
WS01R2
WS01R2
WS01R2
WS01R2
WS01R2
WS01R2
WS01R2
2
1
3
4
5
2
2
2
6
2
2
2
2
G175(Typ.)
G3
G5(Typ.)
G177
1W1B0
1W1B1
1W1B2
1W1B3
17'-6"
CL
20'-0"
BL
1
15'-10 1/2"
2
G178
Open
7'-6"
1
1
G99
5'-0"
G98(Typ.)
16'-8 1/2"
2
16'-8 1/2"
2@5'-0"
1
7'-6"
Open
20'-10 1/2"
5'-0"
3
1
4 2
7
1
G179
16'-0"
4
3
2
1
Part Mark Key
GFAP2024
GFAP1054
G176
7'-6"
15'-10 1/2"
1
2
2
Secondary Part Schedule
Mark
Part
G175
00108ZS140371712
G176
00208ZS140401712
G177
00308ZS190371312
G178
00408ZS190371512
G179
00508ZS190401512
G3
08Z1703416EE12
G5
08Z2503411EE12
G98
08Z1703417EE12
G99
08Z2503412EE12
25'-6"
21'-0"
CL
CL
120'-0"
80'-0"
BL
20'-0"
BL
SECONDARY ELEVATION AT A
10"
3'-4 1/2"
9 1/2"
4'-2 1/2"
Dimension Key
Shape Name = Unit 1 - Maint Ops, Wall = 1, Shape = Unit 2 - WX-Right, Wall = 1, Shape = Unit 3 - WX-Left, Wall = 1
BUTLER.
REV
DATE
BY
BL
DESCRIPTION
SECONDARY ELEVATION AT A
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:47:04
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
18
Gage OP
26
1
26
1
Fin. Color Increment
K
TD
3"
K
TD
-3"
1
Direction
Left to Right
Left to Right
Trim
Id
T1
T2
T3
Schedule
Parts
(2.0)MRGT20R,(3.3)SHCL12,(3.9)WA10A
(2.0)MRGT20L,(3.3)SHCL12,(3.9)WA10A
(3.2)BA225,(6.7)BT12A
Color
Match Wall Color
Match Wall Color
Match Wall Color
T4
T5
T6
T7
T8
0620163,SHOCT12
(2)CBSZ0700-26,(2)SCT10A-24
MRGT20R,(2)ST10A,(2.0)WA10B
MRGT20L,(2)ST10A,(2.0)WA10B
(2)CBSZ0700-26,(2)SCT10A-24
Match
Match
Match
Match
Match
2
Wall
Wall
Wall
Wall
Wall
Details
KV403,KV404
KV403,KV404
GV386,GV442,NV115,NV120,NV128,NV130,
NV135,NV143,NV664
NV118,NV119,NV133,NV134
MS008,MS035
KV471,KV472
KV471,KV472
MS008,MS035
Color
Color
Color
Color
Color
6
7
T1
T4
T4
T2
T6
20'-9 3/4"
21'-0 3/4"
21'-3 3/4"
21'-6 3/4"
21'-9 3/4"
22'-0 3/4"
(14)#6
Open
T5
22'-6 3/4"
22'-3 3/4"
16'-8 1/2"
(13)#1
22'-9 3/4"
23'-0 3/4"
23'-3 3/4"
23'-6 3/4"
23'-9 3/4"
24'-0 3/4"
23'-10 3/4"
23'-7 3/4"
23'-4 3/4"
23'-1 3/4"
22'-10 3/4"
22'-7 3/4"
22'-4 3/4"
22'-1 3/4"
21'-10 3/4"
21'-7 3/4"
21'-4 3/4"
16'-8 1/2"
21'-1 3/4"
20'-10 3/4"
20'-10 1/2"
Open
T8
15'-10 1/2"
T7
15'-10 1/2"
Covering Schedule
Id Qty Type
Start Length
#1 13 SHP
20'-10 3/4"
#6 14 SHP
24'-0 3/4"
Oper. Code:1=SQ,SQ
T3
20'-0"
80'-0"
20'-0"
BL
20'-0"
80'-0"
20'-0"
BL
BL
BL
120'-0"
COVERING ELEVATION AT A
Fastener Schedule
Part
Discription
0097362STD
0097364STD
Planograph Schedule
Id
Details
T1
P-081167,P-081183,P-081186,P-105098,P-GAI
T2
P-081167,P-081183,P-081186,P-105098,P-GAI
T3
P-081180,P-081186,P-081187,P-081505
T4
P-081180,P-081185
T5
B-081398,B-081517
T6
P-081167,P-104544,P-GAI
T7
P-081167,P-104544,P-GAI
T8
B-081398,B-081517
Shape Name = Unit 1 - Maint Ops, Wall = 1, Shape = Unit 2 - WX-Right, Wall = 1, Shape = Unit 3 - WX-Left, Wall = 1
TO STRUCTURAL BEAMS
TO BE FIELD CUT.
BUTLER.
REV
DATE
BY
DESCRIPTION
COVERING ELEVATION AT A
BUILDER
JOB #
205144
CUSTOMER
LOCATION
PROJECT
DATE
NTS
12/19/2012
17:53:07
DRAWN/CHECK
DOG
BUILDERS PO#
FILENAME:
12/19/2012
Tolleson, Arizona
PAGE
2012.3b
12-26349 Fleming West 205144
29
INVITATION FOR BIDS
Sealed bids for The Tolleson Field Operations Facility will be received by the City of Tolleson at
Tolleson City Hall, 9555 West Van Buren Street, until 2:00 p.m., Thursday, March 14, 2013. At that time
and place, bids will be publicly opened and read aloud. Bidders are invited, but not required, to be present
at the bid opening.
PROJECT DESCRIPTION:
New metal building with complete interior improvements, SITE improvements, utilities, etc. as
shown and called for on the project plans, project manual and contract documents.
CD-ROMs of the Contract Documents for use in preparing bids may be obtained at HDA Architects, LLC,
459 N. Gilbert Road, Suite C200, Gilbert, AZ 85234, (phone) 480-539-8800, at no charge. All questions
and requests for copies of Contract Documents should be directed to Bruce Scott, HDA Architects,
480-539-8800.
Each bidder's proposal shall be made on the form furnished in the Contract Documents.
Contract Documents, with completed Bid Proposal, must be enclosed in a sealed envelope, together with a
bid bond or certified check or cashier’s check for ten percent (10%) of the total base bid,
ADDRESSED TO:
City of Tolleson
9555 W. Van Buren Street
Tolleson, AZ 85353
AND MARKED:
The successful Bidder will be determined on the basis of the lowest responsive and responsible bid, which
conforms in all material respects to the requirements and criteria set forth in this Invitation for Bids (“IFB”).
The City of Tolleson reserves the right to reject any or all bids, to waive any informalities, or irregularities
in the bids received, and to accept the bids, which in its judgment best serves the interests of the City.
The successful Bidder will be required to furnish three (3) bonds. Each Bid shall include a Bid Bond or
certified check or Cashier’s Check for ten percent (10%) of the total Base Bid. A Performance Bond, to
become effective upon award of the Contract in a sum of one hundred percent (100%) of the Contract price
including any additions to the Contract. The Bond shall be effective throughout the construction period,
including a two (2) year warranty period. The successful Bidder shall also furnish a Labor and Material
Payment Bond, in the amount of one hundred percent (100%) of the Contract price, to become effective
upon award.
The successful bidder shall sign and notarize a Non-Collusion Affidavit (see Form) included in Section IV
of this IFB.
Published: February 14 and 28, 2013 – Arizona Business Gazette by Chris Hagen, City Clerk
Tolleson Field Operations Facility
HDA No. 1213
Section I: Advertisement for Bid
-1-
INSTRUCTIONS TO BIDDERS
1.
GENERAL REQUIREMENTS
1.1
Before submitting a bid, each bidder shall examine these instructions, the specifications contained herein
and all pertinent CONTRACT Documents, and shall visit the SITE of the proposed WORK in order to
become fully informed concerning all existing conditions and limitations which may affect execution of
the WORK.
1.2
Should any omission or ambiguities in the drawings or specifications be discovered during the
examination of the CONTRACT Documents or upon visiting the job SITE, they should be brought to the
attention of the or his AUTHORIZED REPRESENTATIVE not later than seven (7) calendar days before
bid opening date. All inquiries will be promptly reviewed and where necessary a clarifying written
addendum will be issued and made a part of the CONTRACT Documents. By submitting a Bid, the
bidder acknowledges these conditions.
1.3
The bidders shall familiarize themselves with the provisions of applicable laws, codes and regulations of
the Federal Government, State of Arizona, local agencies and municipalities that have jurisdictions at the
location of the WORK. CONTRACTOR shall comply with, and require all subcontractors to comply
with, State and local CONTRACTOR's License Laws.
1.4
ALL BIDS ARE TO BE MARKED: Tolleson Field Operations Facility.
1.5
CONTRACT TIME AND LIQUIDATED DAMAGES: All WORK on this CONTRACT is to be
completed within Two Hundred (200) calendar days following receipt of written Notice to Proceed.
Liquidated damages of $710.00 per day shall apply for each calendar day beyond the end of the
CONTRACT Time.
2.
BIDS
In order to be eligible for consideration, all bids must adhere to the following provisions:
2.1
Bid proposals shall be submitted on the Bid Schedule provided herewith or an accurate copy thereof. All
blanks shall be complete and numbers shall be stated both in writing and in figures. Avoid all erasures,
changes or additions on the Bid Schedule since these deviations may result in the OWNER’S rejection of
the bid as not being responsive to the invitation.
2.2
The signatures must be in longhand and executed by a principal duly authorized to make CONTRACTS.
The bidder's legal name must be fully stated.
2.3
No bidder may withdraw a bid within 60 days after the actual date of the opening thereof. Should there
be reasons why the CONTRACT cannot be awarded within the specified period, the time may be
extended by mutual agreement between the OWNER and the Bidder.
2.4
Any bidder may withdraw his bid, either personally, by written request, or by telephone request,
confirmed in writing, at any time prior to the scheduled closing time for receipt of bids.
2.5
All bids shall be submitted on the Form of bid and delivered in sealed envelopes bearing on the outside,
the name of the bidder, his address and the name of the project for which the bid is submitted. Each bid
shall include a bid bond or certified check or cashier’s check for ten percent (10%) of the total base bid
HDA No. 1213
Section II: Instructions to Bidders
-2-
and each bid shall be filed with the City of Tolleson, 9555 W. Van Buren, Tolleson, Arizona, 85353, on
or before date and time specified. Bids will be opened and publicly read aloud. It is the sole
responsibility of the bidder to deliver his bid in proper time. Any bid received after the scheduled closing
time previously stated will be returned to the bidder unopened.
2.6
The City of Tolleson reserves the right to reject any or all bids and proposals, to accept any bids or
alternate proposals, to accept any or all of the Bid Additive Alternates and to waive any informality in
bids received in considering the relative merits of the bids. The award of the CONTRACT, if made, will
be to the lowest responsive and responsible bidder, whose bid conforms in all material respects to the
requirements and criteria set forth in this IFB.
END OF SECTION
HDA No. 1213
Section II: Instructions to Bidders
-3-
BID BOND
STATUTORY BID BOND PURSUANT TO TITLE 34, CHAPTER 2,
ARTICLE 2, OF THE ARIZONA REVISED STATUTES
(Penalty of this Bond must be at least 10% of the Bid Amount.)
KNOW ALL MEN BY THESE PRESENTS:
That,
(hereinafter called the Principal), and
, a corporation organized and existing under the law of the State of
, with its principal office in the City of
(hereinafter called the Surety), as Surety, are held and
firmly bound unto the City of Tolleson, State of Arizona, in the amount of
Dollars ($
), for the payment whereof, the said Principal and Surety bind
themselves and their heirs, administrators, executors, successors, and assigns, jointly and severally, firmly by these
presents.
WHEREAS, the Principal has submitted a bid for:
NOW THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract
with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the
bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for
the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the
Principal to enter into such Contract and give such bond or bonds, if the Principal shall pay the Obligee the difference
not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the
Obligee may in good faith contract with another party to perform the work covered by said bid, then this obligation
shall be null and void otherwise to remain in full force and effect.
The prevailing party in a suit on this bond shall be entitled to such reasonable attorney’s fees as may be fixed by a
judge of the Court.
Witness our hands this
day of
, 20
PRINCIPAL
.
SEAL
BY:
AGENT OF RECORD
SURETY
AGENT ADDRESS
BY
HDA No. 1213
SEAL
Section III: Bid Bond Form
-4-
NON-COLLUSION AFFIDAVIT
State of Arizona
)
) ss.
)
County of
, affiant,
the
(Title)
(Contractor)
the persons, corporation, or company who made the Bid Proposal for:
(project name)
for the City of Tolleson
(City of Tolleson)
having first duly sworn, deposes and says: That he/she is the
(Title)
and as such is authorized to make this affidavit; that such Bid Proposal is
of
(Contract/Bidder)
genuine and not sham or collusive, nor made in the interest or behalf of any person not herein named, and that the
Bidder has not directly or indirectly induced or solicited any other Bidder to put in a sham bid, or any other person,
firm, or corporation to retain from bidding, and that the Bidder has not in any manner sought by collusion to secure for
itself an advantage over the other Bidder.
(Title)
Subscribed and sworn before me
This
day of
, 20
.
Signature of Notary Public in and for
The County of
State of
HDA No. 1213
Section IV: Non-Collusion Affidavit
-5-
PAYMENT BOND
STATUTORY PAYMENT BOND PURSUANT TO RULE R7-2-1112 OF THE
ARIZONA ADMINISTRATIVE CODE
(Penalty of this Bond must be at least 100% of the Contract Amount.)
That,
firmly bound unto the City of Tolleson, State of Arizona (hereinafter called the Obligee), in the amount of
Dollars ($
), for the payment whereof, the said
Principal and Surety bind themselves and their heirs, administrators, executors, successors, and assigns, jointly and
severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written Contract with the Obligee dated the
day of
, 20
, for
which Contract is hereby referred to and made a part hereof as fully to the same extent as if copied at length herein.
NOW THEREFORE, THE CONDITION OF THE OBLIGATION IS SUCH, that if the said Principal shall promptly
pay all monies due to all persons supplying labor and materials to him or his subcontractors in the prosecution of the
WORK provided for in said Contract, then this obligation shall be void, otherwise to remain in full force and effect.
PROVIDED, HOWEVER, that this bond having been required of the said Principal in order to comply with the
provisions of the Arizona Administrative Code Rule R7-2-1112 and all rights and remedies on this bond shall insure
solely to such persons and shall be determined in accordance with the provisions, conditions and limitations of said
Statue and Rules, to the same extent as if they were copied at length herein.
judge of the Court.
day of
, 20
PRINCIPAL
SEAL
SURETY
SEAL
.
AGENT OF RECORD
AGENT ADDRESS
HDA No. 1213
Section V: Payment Bond Form
-6-
PERFORMANCE BOND
STATUTORY PAYMENT BOND PURSUANT TO RULE R7-2-1112 OF THE
ARIZONA ADMINISTRATIVE CODE
(Penalty of this Bond must be at least 100% of the Contract Amount.)
That,
firmly bound unto the City of Tolleson, State of Arizona, in the amount of
Dollars ($
), for the payment whereof, the said Principal and Surety bind
themselves and their heirs, administrators, executors, successors, and assigns, jointly and severally, firmly by these
presents.
WHEREAS, the Principal has entered into a certain written Contract with the Obligee dated the
day of
, 20
, for
which contract is hereby referred to and made a part hereof as fully to the same extent as if copied at length herein.
NOW THEREFORE, THE CONDITION OF THE OBLIGATION IS SUCH, that if the said Principal shall faithfully
perform and fulfill all the undertakings, covenants, terms, conditions and agreements of said Contract during the
original term of said Contract and any extension thereof, with or without notice to the Surety, and during the life of any
guarantee required under the Contract, and shall also perform and fulfill all the undertakings, covenants, terms,
conditions, and agreements of any and all duly authorized modifications of said Contract that may hereafter be made,
notice of which modifications to the Surety being hereby waived; then the above obligation shall be void, otherwise to
remain in full force and effect. Surety agrees to pay promptly all damages, claims, and losses incurred by Obligee as a
result of Principals non-performance or breech of the above referenced Contract, upon written demand by Obligee.
PROVIDED, HOWEVER, that this bond executed pursuant to the provisions of Arizona Administrative Code Rule
R7-2-1112, and all liabilities on this bond shall be determined in accordance with the provisions of said Statute and
rules, to the extent as if it were copied at length herein. This Bond is not limited as to the time in which an action may
be instituted against the Surety.
judge of the Court.
day of
, 20
PRINCIPAL
.
SEAL
BY:
AGENT OF RECORD
AGENT ADDRESS
HDA No. 1213
SURETY
SEAL
BY
Section VI: Performance Bond Form
-7-
GENERAL CONTRACT CONDITIONS
A.
DEFINITIONS
1. The "CONTRACT" is set forth in the Bid Form and Contract Form and includes as part of the
specifications the Invitation to Bid, Instructions to Bidders, Project Manual, Technical Specifications,
inclusive of Special Provisions, Construction Drawings, General Contract Conditions, Contract Agreement,
Settlement of Claims, and Bid Schedule.
2. The "WORK" of the CONTRACTOR shall consist of furnishing all labor, materials, equipment, tools,
contractor's equipment, supplies, transportation, superintendents' services, etc., necessary for the
completion of the WORK shown, indicated or noted on drawings and/or on the specifications.
3. The “SITE” is a 2.8 acre site located at 162 South 96th Avenue in Tolleson, Arizona 85353.
4. The word "OWNER" as used in these specifications, project drawings, or in the CONTRACT, refers to the
City of Tolleson, City or CITY.
5. "CONTRACTOR" as used in these specifications or in the CONTRACT means the person, firm, or
corporation with whom City of Tolleson has entered into CONTRACT to provide said services.
6. The “AUTHORIZED REPRESENTATIVE” of the OWNER shall be HDA Architects. LLC.
B.
EXECUTION, CORRELATION AND INTENT OF DOCUMENTS
1. The drawings and specifications are complementary and any WORK called for on the drawings and not
mentioned in the specifications or vice-versa, shall be performed as though fully set forth in both. In case
of differences or conflicts between the specifications and drawings, the specifications will govern, figured
dimensions shall take precedence over general drawings. Detail representations having the larger scale
shall govern. The CONTRACTOR shall be responsible for certifying all grades, lines, levels and
dimensions indicated on drawings and shall promptly report any inconsistencies before preparing shop
drawings or before any WORK is fabricated or constructed.
2. In case of any discrepancy either in the drawings or in the specifications, the matter shall be promptly
brought to the attention of the AUTHORIZED REPRESENTATIVE, who shall promptly make a
determination in writing. Any adjustment by the CONTRACTOR without prior approval by the
AUTHORIZED REPRESENTATIVE shall be at his own risk and expense. The CONTRACTOR shall
check and coordinate the WORK sufficiently in advance to minimize any delays that may result from a
need to implement corrective action for an error or omission in the CONTRACT documents.
C.
APPLICABLE LICENSES, LAWS, RULES AND REGULATIONS
1. The CONTRACTOR shall, without additional expense to the OWNER, be responsible for obtaining a City
of Tolleson business license and for complying with any applicable Federal, State, County and Municipal
Laws, codes and regulations in connection with the execution of the WORK.
2. The CONTRACTOR shall include in the WORK any labor, materials, services, apparatus or drawings in
order to comply with all applicable laws, ordinances, rules and regulations, whether or not shown on
drawings and/or specified.
HDA No. 1213
Section VII: General Conditions
-8-
D.
PROTECTION OF WORK, PEOPLE AND PROPERTY
1. The CONTRACTOR shall continuously maintain adequate protection of all WORK from damage and shall
protect the OWNER’S property from injury or loss arising in connection with this CONTRACT. He shall
make good any such damage, injury or loss, except such as may be directly due to errors in the
CONTRACT Documents or caused by agents or employees of the OWNER, or due to causes beyond the
CONTRACTOR’S control and not to his fault or negligence. He shall adequately protect adjacent property
as provided by law and the CONTRACT Documents.
2. The CONTRACTOR shall take all necessary precautions for the safety of employees on the WORK SITE,
including confined spaces safety, and shall comply with all applicable provisions of Federal, State and
Municipal safety laws and Engineering or Traffic codes to prevent accidents or injury to persons on, about
or adjacent to the premises where the WORK is being performed.
3. The CONTRACTOR shall construct and maintain substantial fences and/or barricades around all open
excavations and around walks and driveways during the time of construction, not only on public property,
but also on the building SITE. The CONTRACTOR shall provide warning lights and take other safety
precautions as required by ordinances and safety regulations or commonly accepted safety practices, and/or
as required by the OWNER.
E.
UTILITIES FOR CONSTRUCTION
The CONTRACTOR shall make all arrangements for and shall provide and pay for the main supply of all
temporary utility services as needed in the prosecution of the WORK.
F.
SUPERVISION OF THE WORK
The CONTRACTOR shall keep on this project a competent Superintendent and any necessary assistants, all
satisfactory to the OWNER. The superintendent shall represent the CONTRACTOR in his absence and all
directions given to him shall be binding as if given to the CONTRACTOR.
G.
WORKMANSHIP
1. Where not more specifically described in any of the various Sections of the General Conditions and
Specifications, workmanship shall conform to all of the methods and operations of best standards and
accepted practices of the trade or trades involved, and shall include all items of fabrication, construction or
installation regularly furnished or required for completion.
2. All WORK shall be executed by skilled journeymen, laborers or mechanics thoroughly trained in their
respective lines of WORK.
3. When completed, all parts shall have been durably and substantially built and shall present a neat,
workmanlike appearance.
H.
SHOP DRAWINGS, SAMPLES, AND EQUIPMENT BROCHURES
Detailed dimension shop drawings, samples, and/or equipment brochures and catalog cuts shall be submitted on
all materials and equipment as required by other sections of this specification or the drawings or as specified by
the OWNER. Refer to Section 01300 in the Project Specifications. No equipment should be ordered until these
shop drawings or brochures have been approved by the OWNER’S representative.
HDA No. 1213
-9-
I.
SITE INVESTIGATION AND REPRESENTATIONS
1. CONTRACTOR acknowledges satisfaction as to the nature and location of the WORK, the general and
local conditions, particularly those bearing upon transportation, disposal, handling and storage of materials,
availability of labor, water, electric power, roads, and uncertainties of weather, the conformation and
condition of the ground, the character and quality and quantity of surface and subsurface materials to be
encountered, the character of equipment and facilities needed preliminary to and during the progression of
the WORK, and all other matters which can in any way affect the WORK or the cost thereof under this
Contract. Any failure by the CONTRACTOR to acquaint himself with all the available information
concerning these conditions will not relieve him from the responsibility for estimating properly the
difficulty or cost of successfully performing the WORK.
2. The OWNER assumes no responsibility for any understanding or representation made by any of its officers
or agents during or prior to the negotiation and execution of this CONTRACT, unless (1) such
understanding or representations are expressly stated in the CONTRACT; and (2) the CONTRACT
expressly provides that responsibility therefore is assumed by the OWNER.
J.
CONTRACTOR'S RESPONSIBILITY
1. The CONTRACTOR assumes full responsibility for the safekeeping of all materials and equipment and for
the protection of all unfinished WORK until final acceptance by the OWNER, and if any of it be damaged
or be destroyed from any cause, he shall replace it at his own expense.
2. The CONTRACTOR must indemnify, defend and save harmless the OWNER for, from and against any
claims filed for non-payment of CONTRACTOR’S invoices in connection with the WORK.
3. The CONTRACTOR shall be responsible for providing all construction staking and surveying needed to
construct the WORK in accordance with the Plans and Specifications, and shall include such costs in his
bid for the applicable items of WORK.
4. The CONTRACTOR, at the completion of the Project, shall provide to the AUTHORIZED
REPRESENTATIVE of the OWNER manufacturers' equipment operation manuals and instructions; and a
complete listing of all fixtures and components installed by the CONTRACTOR and his subcontractors
which includes the manufacturer's name, parts number and specifications.
K.
USE OF PREMISES
1. The CONTRACTOR shall confine his apparatus, the storage of materials and the operations of his
workmen to limits indicated by law, ordinances, permits or directions of the AUTHORIZED
REPRESENTATIVE and shall not unreasonably encumber the premises with his materials.
2. Any damages caused to lawns, shrubs, windows, buildings, etc., shall be immediately repaired or replaced
at no expense to the OWNER. The CONTRACTOR shall be responsible for the proper care and protection
of all his materials, equipment, etc. They may be stored on the premises but placing of same shall be
subject to the approval of the AUTHORIZED REPRESENTATIVE.
3. Access to SITE and designation of parking areas for CONTRACTOR vehicles shall be in accordance with
directives of the AUTHORIZED REPRESENTATIVE.
L.
OTHER CONTRACTS
The OWNER may undertake or award other CONTRACTS for additional WORK or may undertake additional
WORK with its own forces at the job SITE simultaneously with the WORK under this CONTRACT. The
HDA No. 1213
- 10 -
CONTRACTOR shall fully cooperate with such other CONTRACTORS or OWNER’S employees and shall fit
his own WORK to such additional WORK as may be directed by the OWNER. The CONTRACTOR shall not
commit or permit any act which will interfere with the performance of WORK of any other CONTRACTOR or
OWNER’S employees.
M.
CONTRACTOR'S
The CONTRACTOR shall provide and maintain, and cause its subcontractors to provide and maintain,
insurance meeting the following minimum requirements:
1. Insurance Requirements: Concurrently with the execution of the CONTRACT, the CONTRACTOR shall
furnish the City of Tolleson a certificate of insurance on a standard insurance industry ACORD form. The
ACORD form shall be issued by an insurance company authorized to transact business in the State of
Arizona.
2. CONTRACTOR, subcontractors and subconsultants shall procure and maintain until all of their obligations
have been discharged, including any warranty periods under this CONTRACT are satisfied, insurance
against claims for injury to persons or damage to property, which may arise from or in connection with the
performance of the work hereunder by the CONTRACTOR, his agents, representatives, employees, or
subcontractors.
3. The insurance requirements herein are minimum requirements for this CONTRACT and in no way limit
the indemnity covenants contained in this CONTRACT.
4. The City in no way warrants that the minimum limits contained herein are sufficient to protect the
CONTRACTOR from liabilities that might arise out of the performance of the work under this
CONTRACT by the CONTRACTOR, his agents, representatives, employees, subcontractors or
subconsultants and CONTRACTOR is free to purchase such additional insurance as may be determined
necessary.
5. Minimum Scope and Limits of Insurance. CONTRACTOR shall provide coverage at least as broad and
with limits of liability not less than those stated below. The CONTRACTOR waives all rights of
subrogation under the following policies.
a)
Commercial General Liability-Occurrence Form Policy shall include bodily injury, property
damage, broad form contractual liability and XCU coverage.
General Aggregate
Products-Completed Operations Aggregate
Personal & Advertising Injury
Each Occurrence
$2,000,000
$1,000,000
$1,000,000
$1,000,000
The policy shall be endorsed to include the following additional insured language: “The City of Tolleson shall
be named as an additional insured with respect to liability arising out of the activities performed by, or on
behalf of the CONTRACTOR”.
The policy shall contain a waiver of subrogation against the City of Tolleson.
b)
Commercial General Liability-Occurrence Form Policy shall include bodily injury, property
damage, broad form contractual liability and XCU coverage.
HDA No. 1213
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c)
Automobile Liability- Bodily injury and property damage for any owned, hired, and non-owned
vehicles used in the performance of this CONTRACT.
Combined Single Limit (CSL) $2,000,000 (and each occurance)
The policy shall be endorsed to include the following additional insured language: “The City of Tolleson shall
be named as an additional insured with respect to liability arising out of the activities performed by, or on
behalf of the CONTRACTOR including automobiles owned, leased, hired or borrowed by the
CONTRACTOR”.
d)
Workers Compensation and Employers Liability:
Workers Compensation
Employers’ Liability
Each Accident
Disease-Each Employee
Disease-Policy Limit
e)
Statutory requirement
$ 100,000
$ 100,000
$ 500,000
Umbrella/Excess Liability: Umbrella/Excess Liability insurance with a limit of not less than
$5,000,000 per occurrence combined limit Bodily Injury and Property Damage, that “follows
form” and applies in excess of the Commercial General Liability, Automobile Liability, and
Employer’s Liability, as required above.
The policy shall contain a waiver of subrogation against the City of Tolleson.
6. Additional Insurance Requirements. The policies shall include, or be endorsed to include, the following
provisions:
a)
On insurance policies where the City of Tolleson is named as an additional insured, the City of
Tolleson shall be an additional insured to the full limits of liability purchased by the
CONTRACTOR even if those limits of liability are in excess of those required by this
CONTRACT.
b)
The CONTRACTOR’s insurance coverage shall be primary insurance and non-contributory with
respect to all other available sources.
c)
Coverage provided by the CONTRACTOR shall not be limited to the liability assumed under the
indemnification provisions of this CONTRACT.
d)
Subconsultant’s and Subcontractor’s Insurance. CONTRACTOR’s certificate(s) shall include all
subcontractors as additional insureds under its policies or subcontractors shall maintain separate
insurance as determined by the CONTRACTOR, however, subcontractor's limits of liability shall
not be less than $1,000,000 per occurrence / $2,000,000 aggregate. All coverage’s for
subcontractors and subconsultants shall be appropriate to cover all of its work performed herein.
HDA No. 1213
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7. Notice of Cancellation. Each insurance policy required by the insurance provisions of this CONTRACT
shall provide the required coverage and shall not be suspended, voided, canceled by either party, reduced in
coverage or in limits except after thirty (30) days prior written notice has been given, by certified mail,
return receipt requested to:
Steven Baumgardt, Controller
Finance Department
City of Tolleson
9555 W Van Buren Street
Tolleson, Arizona 85353
8. Acceptability of Insurers. Insurance is to be placed with insurers duly licensed in the State of Arizona and
with an A. M. Best’s rating of no less than A -. The City in no way warrants that the above required
minimum insurer rating is sufficient to protect the CONTRACTOR from potential insurer insolvency.
9. Verification of Coverage
a)
Subconsultant’s and Subcontractor’s Insurance. CONTRACTOR’s certificate(s) shall include all
subcontractors as additional insureds under its policies or subcontractors shall maintain separate
insurance as determined by the CONTRACTOR, however, subcontractor's limits of liability shall
not be less than $1,000,000 per occurrence / $2,000,000 aggregate. All coverage’s for
subcontractors and subconsultants shall be appropriate to cover all of its work performed herein.
b)
CONTRACTOR shall furnish the City Certificates of Insurance (ACORD form or equivalent
approved by the City) and with original endorsements effecting coverage as required by this
CONTRACT. The certificates and endorsements for each insurance policy are to be signed by a
person authorized by that insurer to bind coverage on its behalf. Any policy endorsements that
restrict or limit coverages shall be clearly noted on the certificate of insurance.
c)
All certificates and endorsements are to be received and approved by the City before work
commences. Each insurance policy required by this CONTRACT must be in effect at or prior to
the earlier of commencement of work under this CONTRACT or the signing of this CONTRACT
and remain in effect for the duration of the Project. Failure to maintain the insurance policies as
required by this CONTRACT or to provide evidence of renewal is a material breach of
CONTRACT.
d)
All certificates of insurance required by this CONTRACT shall be sent directly to the City of
Tolleson, Manager, Construction & Procurement. The CONTRACT number and project
description shall be included on the Certificates of Insurance. The City reserves the right to
require complete, certified copies of all insurance policies required by this CONTRACT, at any
time.
10. Approval. Any modification or variation from the insurance requirements in this CONTRACT shall be
approved by the City, whose decision shall be final.
11. Liability Notwithstanding Insurance: Approval, disapproval or failure to act by OWNER regarding any
insurance supplied by CONTRACTOR or its Subcontractors shall not relieve the CONTRACTOR of full
responsibility or liability for damages, errors, omissions or accidents as set forth in this CONTRACT.
Neither the bankruptcy or insolvency of CONTRACTOR's insurer nor any denial of liability by
CONTRACTOR's insurer shall exonerate CONTRACTOR from the liability or responsibility of
CONTRACTOR set forth in this CONTRACT.
HDA No. 1213
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12. The CONTRACTOR shall furnish The City of Tolleson with a Certificate of Insurance as required by this
section prior to issuance of a Notice to Proceed.
13. Each of the Certificates of Insurance shall contain a clause substantially in the following words:
“It is hereby understood and agreed that this policy may not be canceled nor the
amount of the coverage thereof be reduced until ten (10) working days after receipt
by the City of a written notice of such cancellation or reduction in coverage, as
evidenced by receipt of a registered letter.”
14. Such insurance coverage obtained by the CONTRACTOR, other than workmen’s Compensation
Coverage, shall name the City, the City Engineer, the Design Engineer, and their directors, officers,
principals, agents, attorneys, and employees as Additional Insured.
15. Indemnification Clause – To the fullest extent permitted by law, CONTRACTOR agrees to defend,
indemnify and hold OWNER, its elected officials, officers, agents and employees, harmless for, from and
against any and all claims, lawsuits, judgments, costs and expenses for personal injury (including death),
property damage or other harm for which recovery of damages is sought, suffered by any person or
persons, that may arise out of or be occasioned by CONTRACTOR’s breach of any of the terms or
provisions of this CONTRACT, or by any negligent, grossly negligent or strictly liable act or omission of
CONTRACTOR, its officers, agents, or employees, in the performance of this CONTRACT; except that
the indemnity provided for in this paragraph shall not apply to any liability resulting from the sole
negligence or fault of OWNER, its officers, agents, employees or separate CONTRACTORS. The
provisions of this paragraph are solely for the benefit of the parties hereto and are not intended to create or
grant any rights, contractual or otherwise, to any other person or entity. The CONTRACTOR shall require
that this paragraph be included in all subcontracts associated with the Project.
N.
NONDISCRIMINATION OF LABOR
In connection with performance of the WORK under this CONTRACT, the CONTRACTOR agrees not to
discriminate against any employee or applicant for employment because of race, religion, color, sex, handicap,
or national origin. The aforesaid provision shall include but not be limited to the following: Employment,
upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or
other forms of compensation and selection for training, including apprenticeship. The CONTRACTOR agrees
to post hereafter in a conspicuous place, available for employees and applicants for employment, notices to be
provided by the OWNER, setting forth the provisions of this nondiscrimination clause. To meet the
requirements of E.O. 11246, as amended, dated May 8, 1978, the CONTRACTOR agrees to insert the above
Equal Opportunity Clause in all subcontracts hereunder except suppliers of commercial supplies or raw
materials.
O.
SALES AND USE TAX
All applicable sales, use and other taxes shall be included in the Bid Amount. The CONTRACTOR agrees to
comply with and to require all of his subcontractors to comply with all applicable provisions of the Arizona and
Tolleson Transaction Privilege Tax Law and Compensating Use Tax Law and all amendments to same. The
CONTRACTOR further agrees to indemnify, defend and save harmless the City of Tolleson for, from, and
against any and all claims and demand made against it by virtue of the failure of the CONTRACTOR or any
subcontractor to comply with the provisions of any or all said laws and amendments.
P.
CHANGES IN WORK
1. The OWNER may, from time to time, by written instructions or drawings issued to the CONTRACTOR,
make changes in the drawings and specifications, issue additional instructions, require additional WORK,
HDA No. 1213
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or direct the omission of WORK previously ordered, and the provisions of the CONTRACT shall apply to
all such changes, modifications and additions with the same effect as if they were embodied in the original
drawings and specifications.
2. If such changes are likely to cause an increase or decrease in the CONTRACTOR’S cost of, or time
required for, performance of the CONTRACT, the OWNER will execute a formal Change Order based on
detailed quotations received from the CONTRACTOR for the WORK related to the change. Change
Orders affecting CONTRACT amount or time are subject to approval by the City Council.
Q.
OWNER’S RIGHT TO CARRY OUT THE WORK
If the CONTRACTOR defaults or neglects to carry out the WORK in accordance with the CONTRACT
Documents or fails to perform any provision of the CONTRACT, the OWNER may, after seven days written
notice to the CONTRACTOR and without prejudice to any other remedy he may have, make good such
deficiencies. In such case an appropriate Change Order shall be issued deducting from the payments then or
thereafter due the CONTRACTOR the cost of correcting such deficiencies. If the payments then or thereafter
due the CONTRACTOR are not sufficient to cover such amount, the CONTRACTOR shall pay the difference
to the OWNER.
R.
TIME FOR COMPLETION AND LIQUIDATION DAMAGES
1. It is hereby understood and mutually agreed, by and between the CONTRACTOR and the OWNER, that
the date of beginning, rate of progress, and the time for completion of the WORK be done hereunder, are
Essential Conditions of this CONTRACT, and it is further mutually understood and agreed that the
WORK embraced in this CONTRACT shall be commenced on the date of "Notice to Proceed." The
CONTRACTOR agrees that said WORK shall be prosecuted regularly, diligently, and uninterruptedly at
such rate of progress as will ensure full completion thereof within the time stated in the Bid. He also shall
consider that the OWNER needs the complete use of the facilities as quickly as possible.
2. In the event that the CONTRACTOR shall neglect, fail or refuse to complete the WORK within the time
specified, then the CONTRACTOR does hereby agree, as a part consideration for the awarding of this
CONTRACT that the amount of the damages to the OWNER are unable to be quantified, and as such,
CONTRACTOR shall pay to the OWNER such amounts as are specified elsewhere in CONTRACT, not as
a penalty, but as liquidated damages for such breach of CONTRACT hereinafter set forth for each and
every calendar day that the CONTRACTOR shall be in default after the time stipulated in the CONTRACT
for completing the WORK. The said amount is fixed and agreed upon by and between the
CONTRACTOR and the OWNER because of the impracticability and extreme difficulty in fixing and
ascertaining the actual damages the OWNER would in such event sustain.
S.
REMOVAL OF RUBBISH AND FINAL CLEAN-UP
The CONTRACTOR shall, at all times, keep the premises free from accumulation of waste materials or rubbish
caused by his employees or WORK. No burning of trash or debris will be permitted on the SITE. The
CONTRACTOR is responsible for locating SITEs and making arrangements for disposal of all materials
removed from the SITE. Upon completion of the WORK under his CONTRACT, the CONTRACTOR shall
remove all temporary structures, superfluous and waste materials of whatever kind both within buildings and
around the SITE generally. The CONTRACTOR shall leave improvements in a "broom clean" condition and
shall be responsible for the removal of all stains, paint spots, and accumulated debris, dirt or dust caused by
both his operation and those of his subcontractors. See Section 01560 of the Project Manual for additional
requirements.
HDA No. 1213
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T.
GUARANTEE-WARRANTY
1. The CONTRACTOR shall, and hereby does, warrant and guarantee that all WORK performed under this
CONTRACT will be free from defects of materials and workmanship for a period of two (2) years from the
date established by the Certificate of Substantial Completion.
2. CONTRACTOR agrees that he will, at his own expense, repair and replace all such defective WORK
which is found to be defective during the term of this warranty. Should CONTRACTOR fail to repair or
replace such defective material and/or workmanship within thirty (30) days after written notice from
OWNER, the OWNER may perform the necessary WORK; and CONTRACTOR hereby agrees to
reimburse the OWNER for actual cost to correct the defective WORK.
U.
FINAL INSPECTION, ACCEPTANCE AND PAYMENT
1. The CONTRACTOR shall call for a final inspection of the WORK only after he has determined that all
items of WORK have been completed in accordance with the CONTRACT plans and specifications.
2. When the project WORK is deemed substantially complete and suitable for occupancy and/or use by the
OWNER, a Certificate of Substantial Completion will be issued establishing the warranty period start date.
3. Applications for final payment will not be accepted and processed until the OWNER’S AUTHORIZED
REPRESENTATIVE is satisfied that the WORK is satisfactorily completed, including "punch list" items;
and that all manuals, documents, guarantees and "as built" drawings have been received.
4. The CONTRACTOR, when applying for partial payment of the CONTRACT amount, shall submit a
schedule of values of the various parts of the WORK and clearly indicate the percentage completion of the
various parts, all in substantiation to the total payment for which application is being made.
5. In making partial or progress payments, there shall be a portion of the partial or progress payments retained
by the OWNER in compliance with Arizona Revised Statutes Section 34-221.
END OF GENERAL CONDITIONS
HDA No. 1213
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CITY OF TOLLESON
CONTRACT AGREEMENT
THIS AGREEMENT made as of the _______ day of _________________ in the year of Two Thousand
Thirteen between:
the OWNER: CITY OF TOLLESON
9555 WEST VAN BUREN STREET
TOLLESON, ARIZONA 85353
(623) 936-7111
and the CONTRACTOR:
the PROJECT: Tolleson Field Operations Facility
the OWNER and the CONTRACTOR agree as set forth below.
ARTICLE I
THE CONTRACT DOCUMENTS
The Contract Documents consist of this AGREEMENT, the project Drawings, the Specifications, all Addenda
issued prior to and all Modifications issued after execution of the AGREEMENT. These form the Contract,
and all are as fully a part of the Contract as if attached to this AGREEMENT or repeated herein and except for
modifications after execution of this AGREEMENT are as follows:
Invitation to Bids
Instructions to Bidders
Project Manual
Technical Specifications, inclusive of Special Provisions
Construction Drawings
General Contract Conditions
Contract Agreement
Settlement of Claims
Bid Schedule
ARTICLE II
THE WORK
The CONTRACTOR shall perform all the WORK specified or indicated in the CONTRACT Documents. The
WORK is described as follows:
New metal building with complete interior improvements, SITE improvements, utilities, etc. as shown and
called for on the Project plans, Project manual and CONTRACT Documents.
HDA No. 1213
Section VIII: Contract Agreement
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ARTICLE III
TIME OF COMMENCEMENT AND SUBSTANTIAL COMPLETION
A. The WORK to be performed under this CONTRACT shall be commenced in accordance with "B" below
and, subject to authorized adjustments. Substantial Completion shall be achieved not later than the date
indicated on the "Notice to Proceed".
B. It is hereby understood and mutually agreed, by and between the CONTRACTOR and the OWNER, that
the date of beginning, rate of progress, and the time for completion of the WORK to be done hereunder, are
ESSENTIAL CONDITIONS of this CONTRACT, and it is further mutually understood and agreed that
the WORK embraced in this CONTRACT shall be commenced on the date of "NOTICE TO PROCEED".
The CONTRACTOR agrees that said WORK shall be prosecuted regularly, diligently, and uninterruptedly
at such rate of progress as will insure full completion thereof within the CONTRACT TIME stated in the
Instructions to Bidders. He also shall consider that the OWNER needs the complete use of these facilities
as quickly as possible.
C. In the event that the CONTRACTOR shall neglect, fail or refuse to complete the WORK within the time
specified, then the CONTRACTOR does hereby agree, as part consideration for the awarding of this
CONTRACT, to pay to the OWNER a sum of $710.00 per day, not as a penalty, but as liquidated damages
for such breach of CONTRACT as hereinafter set forth for each and every calendar day that the
CONTRACTOR shall be in default after the time stipulated in the CONTRACT for completing the
WORK. The said amount is fixed and agreed upon by and between the CONTRACTOR and the OWNER
because of the impracticability and extreme difficulty in fixing and ascertaining the actual damages the
OWNER would in such event sustain.
ARTICLE IV
CONTRACT SUM
The OWNER shall pay the CONTRACTOR the CONTRACT Sum of $
to such additions and deductions as may be approved by Change Order.
,
subject
The CONTRACT Sum is determined by the CONTRACTOR’S accepted sealed bid amount.
ARTICLE V
PROGRESS PAYMENTS
Based upon monthly applications for Payment submitted to the AUTHORIZED REPRESENTATIVE by the
CONTRACTOR and Certificates for Payment issued by the AUTHORIZED REPRESENTATIVE, the
OWNER shall make progress payments on the CONTRACT Sum to the CONTRACTOR less retention from
each payment in accordance with Arizona law. These Progress Payments will be for labor, materials and
equipment incorporated in the WORK and/or material and equipment suitably stored for use on the Project as
approved by the AUTHORIZED REPRESENTATIVE.
ARTICLE VI
FINAL PAYMENT
Final payment, constituting the entire unpaid balance of the CONTRACT Sum, shall be paid by the OWNER to
the CONTRACTOR when the WORK has been completed, the CONTRACT fully performed, a final
Certificate for Payment has been issued, and the CONTRACTOR’S Affidavit regarding Settlement of Claims is
completed.
HDA No. 1213
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ARTICLE VII
MISCELLANEOUS PROVISIONS
A.
CONTRACTOR has familiarized himself with the nature and extent of the CONTRACT Documents,
WORK, locality, and with all local conditions and federal, state and local laws, ordinances, rules and
regulations that in any manner may affect cost, progress or performance of the WORK.
B.
CONTRACTOR has studied carefully all reports of investigations and tests of subsurface and latent
physical conditions at the SITE or otherwise affecting cost, progress or performance of the WORK which
were relied upon by the Consultant in the preparation of the Drawings and Specifications and which have
been identified in the Special Provisions.
C.
CONTRACTOR has made or caused to be made, examinations, investigations and tests and studies of
such reports and related data in addition to those referred to in Article I as he deems necessary for the
performance of the WORK at the CONTRACT Price, within the CONTRACT Time and in accordance
with the other terms and conditions of the CONTRACT Documents; and no additional examinations,
investigations, tests, reports or similar data are or will be required by CONTRACTOR for such purposes.
D.
CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests,
reports and data with the terms and conditions of the CONTRACT Documents.
E.
CONTRACTOR has given AUTHORIZED REPRESENTATIVE written notice of all conflicts, errors or
discrepancies that he has discovered in the CONTRACT Documents and the written resolution thereof by
the AUTHORIZED REPRESENTATIVE is acceptable to CONTRACTOR.
F.
Terms used in the AGREEMENT which are defined in the General Conditions shall have the meanings
indicated in the General Conditions.
G.
No assignment by a party hereto of any rights under or interest in the CONTRACT Documents will be
binding on another party hereto without the written consent of the other party to this CONTRACT (except
to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the
contrary in any written consent to an assignment. No assignment will release or discharge the assignor
from any duty or responsibility under the CONTRACT Documents.
H.
OWNER and CONTRACTOR each binds himself, his partners, successors, assignees and legal
representatives to the other party hereto, in respect to all covenants, agreements, and obligations contained
in the CONTRACT Documents.
I.
The right is reserved by the OWNER to terminate, indefinitely postpone WORK or abandon the Project.
This CONTRACT may be terminated by giving written notice to the CONTRACTOR at least twenty-four
(24) hours prior to the effective date of termination. In the event of such termination, the OWNER shall be
liable to the CONTRACTOR only to the extent as provided by this CONTRACT for materials supplied
and WORK completed prior to the effective date of termination.
J.
In the performance of this CONTRACT, the CONTRACTOR agrees not to discriminate against any
employee or applicant for employment because of race, religion, color, sex, national origin, age or
handicap. The CONTRACTOR further agrees to insert this provision in all subcontracts hereunder.
K. CONTRACTOR agrees to indemnify, hold harmless, and defend the City of Tolleson, its Council
members, its officers, boards, commissions, employees, and agents for, from and against any and all
claims, damages, suits and proceedings, regardless of the merits and from liability, punitive damages, costs
or expense of every type, all or any part thereof arising out of or in connection with or by reason of any act
HDA No. 1213
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or omission of the CONTRACTOR or anyone directly or indirectly employed by the CONTRACTOR and
CONTRACTOR shall include a clause to this effect in all subcontracts.
L.
The CONTRACTOR agrees to provide insurance as required and specified in the General CONTRACT
Conditions.
M. This CONTRACT is governed by the laws of the State of Arizona. The CONTRACT, including all
CONTRACT Documents, may be cancelled pursuant to the provisions of Section 38-511 of the Arizona
Revised Statutes.
N.
E-verify requirements: To the extent applicable under ARIZ. REV. STAT. § 41-4401, the
CONTRACTOR and its subcontractors warrant compliance with all federal immigration laws and
regulations that relate to their employees and compliance with the E-verify requirements under ARIZ.
REV. STAT. § 23-214(A). CONTRACTOR’s or its subcontractor’s failure to comply with such
warranty shall be deemed a material breach of this and may result in the termination of this
CONTRACT by the City of Tolleson.
O.
Scrutinized Business Operations: Pursuant to ARIZ. REV. STAT. §§ 35-391.06 and 35-393.06, the
CONTRACTOR certifies that it does not have scrutinized business operations in Sudan or Iran. For
the purpose of this subsection the term “scrutinized business operations” shall have the meanings set
forth in ARIZ. REV. STAT. § 35-391 or 35-393, as applicable. If the City of Tolleson determines that
the CONTRACTOR submitted a false certification, the City of Tolleson may impose remedies as
provided by law including terminating this CONTRACT.
P.
Records and Audit Rights: To ensure that the CONTRACTOR and its subcontractors are complying
with the warranty and certification above, CONTRACTOR’s and its subcontractor’s books, records,
correspondence, accounting procedures and practices, and any other supporting evidence relating to
this Agreement, including the papers of any CONTRACTOR and its subcontractors’ employees who
perform any work or services pursuant to this CONTRACT (all of the foregoing hereinafter referred to
as “Records”), shall be open to inspection and subject to audit and/or reproduction during normal
working hours by the City, to the extent necessary to adequately permit (A) evaluation and verification
of any invoices, payments or claims based on CONTRACTOR’s and its subcontractors’ actual costs
(including direct and indirect costs and overhead allocations) incurred, or units expended directly in
the performance of work under this CONTRACT and (B) evaluation of the CONTRACTOR’s and its
subcontractors’ compliance with the Arizona employer sanctions laws referenced in Paragraphs N and
O above. To the extent necessary for the City to audit Records as set forth in this subsection,
CONTRACTOR and its subcontractors hereby waive any rights to keep such Records confidential.
For the purpose of evaluating or verifying such actual or claimed costs or units expended, the City
shall have access to said Records, even if located at its subcontractors’ facilities, from the effective
date of this CONTRACT for the duration of the work and until three years after the date of final
payment by the City to CONTRACTOR pursuant to this CONTRACT. CONTRACTOR and its
subcontractors shall provide the City with adequate and appropriate workspace so that the City can
conduct audits in compliance with the provisions of this subsection. The City shall give
CONTRACTOR or its subcontractors reasonable advance notice of intended audits. CONTRACTOR
shall require its subcontractors to comply with the provisions of this subsection by insertion of the
requirements hereof in any subcontract pursuant to this CONTRACT.
HDA No. 1213
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IN WITNESS WHEREOF the parties hereto have executed this CONTRACT in triplicate as of the day and
year first herein written.
CONTRACTOR
________________________________________
CITY OF TOLLESON
9555 WEST VAN BUREN STREET
TOLLESON, ARIZONA, 85353
BY:
BY:
TITLE:
TITLE:
DATE:
DATE:
PHONE: _________________________________
ATTESTED TO
BY: ____________________________________
DATE: __________________________________
HDA No. 1213
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CONTRACTOR'S AFFIDAVIT
SETTLEMENT OF CLAIMS
DATE: ______________________
PROJECT NAME: TOLLESON FIELD OPERATIONS
FACILITY
TO: THE CITY OF TOLLESON
Gentlemen:
This is to certify that all lawful claims for materials, rental of equipment, and labor used in connection with
the construction of the above, whether by subcontractor or claimant in person, have been duly discharged.
The undersigned, for the consideration of $_________________, as set forth in the final pay estimate, as
full and complete payment under the terms of the CONTRACT, hereby waives and relinquishes any and all
further claims or right of lien under, in connection with, or as a result of this project. The undersigned
further agrees to indemnify and hold harmless the City of Tolleson against any and all liens, claims of liens,
suits, actions, damages, charges and expenses whatsoever, which the City of Tolleson may suffer arising out
of the failure of the undersigned to pay for all labor performance and materials furnished for the
performance of said project.
Signed at _____________________________, this _____ day of _______________, 20____.
___________________________________________
(CONTRACTOR)
BY: ______________________________________
STATE OF ARIZONA
)
)
COUNTY OF MARICOPA )
SS
The foregoing instrument was subscribed and sworn to before me this _____ day of ___________20_____.
________________________________________
Notary Public
My Commission Expires: ________________________
HDA No. 1213
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DO NOT DETACH AND SUBMIT SEPARATE FROM OTHER BID DOCUMENTS
CITY OF TOLLESON
TOLLESON FIELD OPERATIONS FACILITY
BID PROPOSAL
The undersigned Bidder, having examined the specifications, drawings and all other documents contained
in the CONTRACT Documents, and having examined the SITE where the WORK is being performed, and
having familiarized himself with any local conditions affecting the WORK and having knowledge of the
cost of WORK at the place where the WORK is to be done, hereby proposes to execute and perform the
formal CONTRACT set forth in these CONTRACT Documents, of which this Proposal forms a part, and
will do the WORK therein described on the terms and conditions therein set forth; and furnish all required
labor, materials, tools, equipment, transportation and services for said WORK, and pay all taxes and other
incidental costs, all in strict conformity with the drawings and specifications forming a part of the
CONTRACT Documents for the sum indicated on the attached Bid Schedule, said sum to only be amended
or altered in accordance with the CONTRACT Documents.
It is agreed that payments may be increased to cover additional WORK ordered by the City, but not shown
on the Plans or required by the Specifications in accordance with the General Conditions. Similarly,
payments may decrease if WORK is deleted.
By submitting a bid, the Bidder acknowledges the understanding that the bid process is solely intended to
serve the public interest in achieving the highest quality of services and goods at the lowest price, and that
no right, interest, or expectation shall vest or inure to the benefit of Bidders as a result of any reliance or
participation in the process.
In submitting this Proposal, it is understood that the right is reserved by the City to reject any or all Bids and
waive informalities or irregularities in Proposals. The City also reserves the right to delay the award of a
CONTRACT for a period not to exceed sixty (60) days from the date of the opening.
The undersigned further agrees, if awarded the CONTRACT for the WORK included in this Proposal, to
begin and to complete and deliver the WORK contemplated in accordance with all the conditions set forth
in the CONTRACT Documents.
The undersigned has carefully checked the figures inserted by him and understands that they are the
Bidder's sole responsibility, and the City will not be responsible for any errors or omissions on the part of
the undersigned Bidder in preparing this Proposal although City may check and correct mathematical
accuracy in evaluation of the bids.
The undersigned certifies that this Proposal is genuine, not collusive, or made in the interest or behalf of any
person not named as provided in the Information for and Instructions to Bidders, and that the undersigned
has not, directly, or indirectly, induced or solicited any other Bidder, or induced any other person, firm, or
corporation to refrain from submitting a proposal, and the undersigned has not in any manner sought by
collusion to secure for himself an advantage over any other Bidder.
Attached is a certified check without endorsement and with conditions payable to the City of Tolleson in the
sum of ten percent (10%) of the total base bid drawn on a bank which is a member of Federal Reserve
System or which is a member of the Federal Deposit Insurance Corporation, or a cashier's check for ten
percent (10%) of the total base bid or a Bid Bond written by an approved surety company for ten percent
(10%) of the total base bid.
HDA No. 1213
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The undersigned submits a bid guarantee pursuant to Section 34-201, Arizona Revised Statutes, payable to
the City, equal to ten percent (10%) of the total base bid amount of this proposal, and agrees that said bid
bond shall be given as a guarantee that the Bidder will enter into the CONTRACT within the time herein
stated if the award is made to him by the City; in case of the Bidder's refusal or failure to do so within ten
(10) days of Notice of the Award of CONTRACT, or within five (5) days after receiving notice from the
City of the rejection of any objections to the Notice of Award, the bond will be forfeited.
The Bidder grants the City the right to hold the lowest three (3) Proposals received, together with the
accompanying bid securities, for a period of sixty (60) days after the date of opening of said Proposals.
The undersigned Bidder further grants the City the right to award this CONTRACT on the basis of any
possible combinations of Base Bid and add/deduct alternate(s) (if any) that best suits the City's needs.
Bidder agrees that the City has determined that a reasonable time for substantial completion of the WORK
is Two Hundred (200) calendar days. The Bidder agrees that this proposal is submitted on this basis,
subject to provisions contained in the CONTRACT Documents relating to extensions of time, and agrees to
plan and prosecute the WORK with such diligence that the WORK shall be completed within the time
specified. Final Completion shall be 30 days after Substantial Completion.
Bidder agrees that the City assumes no responsibility for any understanding or representation made by any
of its Council members, officers or agents during or prior to the bidding and execution of the CONTRACT,
unless (1) such understanding or representations are expressly stated in the CONTRACT or Addenda
thereto, or (2) the CONTRACT expressly provides that responsibility therefore is assumed by the City, or
(3) said understanding or representation is contained in the information supplied to Bidders by the City or
the City Engineer, or as information distributed pursuant to the Information for and Instructions to Bidders.
The Bidder further understands that only the Mayor and Council of the City through action taken at a
properly noticed meeting, can waive any term or condition or requirement of this CONTRACT or of the
bid.
Bidder agrees that all terms set forth in the Information for and Instructions to Bidders as well as all other
CONTRACT Documents shall be binding upon the Bidder if a Notice of Award is issued in favor of said
Bidder by the City.
Bidder agrees that all major equipment and suppliers shall be set forth herein on the attached Schedule of
Manufacturers and Suppliers, Major Equipment and Material Items.
Bidder understands that this project is to be constructed in compliance with all City, state and federal laws,
rules and regulations, which are applicable to the project and the CONTRACTOR and all WORK
performed hereunder.
In making this proposal, the undersigned incorporates and acknowledges all definitions set forth in the
CONTRACT Documents.
The undersigned hereby submits this proposal and the accompanying Bid Schedule as its proposal to
construct the improvements described in the CONTRACT Documents.
Bidder has received all Addenda before submission of Bid, and has examined the same and has included
them in the CONTRACT Documents prior to submitting the Bid and has submitted the Bid based upon
them.
HDA No. 1213
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The undersigned Bidder acknowledges receipt of the following addendum:
Addendum No., Dated
Initial
______________________
_______________________
______________________
_______________________
______________________
_______________________
______________________
_______________________
The undersigned is licensed in accordance with the Laws of the State of Arizona:
License Number _______________ Class ___________.
HDA No. 1213
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BID SCHEDULE
CITY OF TOLLESON
TOLLESON FIELD OPERATIONS FACILITY
Bid Opening: March 19, 2010 – 2:00 p.m.
NOTE: THE CITY RESERVES THE RIGHT TO AWARD ANY OR NONE OF THE BID
ADDITIVES. The low bidder shall be determined by the base bid, if no Bid Additives are awarded.
If Bid Additives are awarded, the low bidder shall be determined by the total of the base bid and any
Bid Additives the Town chooses to award.
BASE BID: We agree to construct the Project for the lump sum price as follows:
BASE BID, as defined by the Contract Documents ($________________________________)
____________________________________________________________________________
______________________________________________________________________Dollars.
Alternates:
We agree to perform (or delete) WORK described below and as defined on the drawings and in the project manual, for
The lump sum price(s) as follows:
Alternate No. 1 – Wash Pad:
State the change to the Base Bid to furnish and install concrete wash pad as shown on Drawing A102, A110, P101 and S102.
Alternate No. 2 – Bulk Storage:
State the change to the Base Bid to furnish and install Bulk Storage as shown on Drawings A102, S102 and S402.
Alternate No. 3 – LED Lighting:
State the change to the Base Bid to furnish and install LED Lighting Alternate equals per Note on Sheet E701.
Alternate No. 4 – Big Ass Fan:
State the change to the Base Bid to furnish and install a Big Ass Fan basic 6™ as shown on Sheet A202, M201 and E401.
Alternate No. 5 – Motorized Entry Gate and Card Reader:
State the change to the Base Bid to furnish and install a motorized chain link entry gate and card reader as shown on Sheet
A102, A110 and ES01.
Alternate No. 6 – Waterline Revisions:
State the change to the Base Bid for Abatement and Partial Removal of Existing Waterlines. State the change to the Base Bid
to furnish and install the new water lines as shown on Sheets C401, C501, and C502.
HDA No. 1213
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SUBCONTRACTOR LISTING
The following is a listing of material suppliers and/or subcontractors, which will be used by
Contractor in the event the undersigned enters into a Contract with the City. No changes of the
subcontractors and material suppliers named herein shall be made without the prior written
approval of the City.
_______________________________________________________________________________
_______________________________________________________________________________
_______________________________________________________________________________
_______________________________________________________________________________
_______________________________________________________________________________
_______________________________________________________________________________
_______________________________________________________________________________
_______________________________________________________________________________
_______________________________________________________________________________
_______________________________________________________________________________
_______________________________________________________________________________
______________________________________________________
_________________________________
(Signature)
HDA No. 1213
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SPECIAL PROVISIONS
1.1
WORK WITHIN CONTRACT DOCUMENTS
All WORK mentioned or indicated within the CONTRACT Documents shall be performed by the
CONTRACTOR as part of this CONTRACT unless it is specifically indicated in the CONTRACT Documents
that such construction is to be performed by others.
2.1
STANDARD SPECIFICATIONS
The standard specifications for the City of Tolleson are the Uniform Standard Specifications for Public
WORKs Construction, sponsored and distributed by the Maricopa Association of Governments (MAG), latest
edition. Any section or any sub-section of any Standard Specification included within these CONTRACT
Documents by reference only is understood to be made part of these CONTRACT Documents. The
CONTRACTOR shall have at least one copy of all referenced standard specifications and details at the job
SITE at all times.
3.1
PRE-CONSTRUCTION CONFERENCE/WEEKLY MEETINGS
The CONTRACTOR’s project superintendent and the OWNER will attend a Pre-construction Conference,
conducted by the OWNER to discuss, although not limited to, the following:
A.
The scope of the project and the sequence and timing of all operations.
CONTRACTOR’s construction schedule, traffic control plan, and barricade plan.
Submission of
B.
OWNER and CONTRACTOR’s respective authority and responsibilities.
C.
Notice to proceed date.
D.
Scheduling of WORK and the need to perform certain items at various stages of the project, including
safety concerns which may arise because of the proposed WORK.
E.
The general requirements of quality control and testing. It should be clearly understood who will do
the testing, what is to be tested, when it is to be tested, and the location and number of tests.
F.
Change orders, time extensions, payment requests, and liquidated damages.
The CONTRACTOR shall plan for and attend weekly meetings with the OWNER at a location and designated
time determined by the OWNER. That CONTRACTOR shall include in the construction schedule adequate
time for the weekly construction progress meetings.
4.1
CONSTRUCTION SCHEDULE
The CONTRACTOR shall submit to the OWNER for approval, its proposed construction schedule at the Preconstruction Conference. The construction schedule shall be in the form of a tabulation, chart, or graph and
shall be in sufficient detail to show the chronological relationship of all activities of the project including, but
not limited to, estimated starting and completion dates of various activities, submittal of shop drawing to the
OWNER for approval, procurement of materials, and scheduling of equipment. The construction schedule shall
reflect completion of all WORK under the CONTRACT within the specified construction duration.
HDA No. 1213
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If the CONTRACTOR desires to make a major change in the method of operations after commencing
construction, of if the schedule fails to reflect the actual progress, the CONTRACTOR shall submit to the
OWNER a revised construction schedule for approval in advance of beginning revised operations.
In addition to the preliminary schedule, the CONTRACTOR shall prepare a weekly schedule to show all major
elements of the WORK to be constructed in the next two (2) week period. This schedule shall consist of a neat,
easy-to-read, bar graph format and shall be submitted to the OWNER at the weekly progress meetings.
5.1
QUALITY CONTROL SAMPLING AND TESTING
The OWNER shall be responsible for material sampling and testing to ensure quality control and to verify
conformance with the CONTRACT Documents. Should any tests fail, the CONTRACTOR shall be
responsible for payment of retesting. Costs including travel time, mileage, administration, etc., incurred for
retesting shall be borne by the CONTRACTOR and paid directly to the testing company or laboratory.
6.1
LEGAL REGULATIONS AND RESPONSIBILITY TO THE PUBLIC
Add the following to MAG Section 107:
107.1 LAWS TO BE OBSERVED, add the following:
The CONTRACTOR shall insure that CONTRACT operations are in compliance with procedures and
requirements of the Maricopa County Air Pollution Control Rules and Ordinances with special
attention given to the fugitive dust requirements. The CONTRACTOR shall pay any penalties
imposed upon the OWNER where the violation is a direct result of actions or inactions by the
CONTRACTOR, the CONTRACTOR’s employees or subcontractors.
107.15 COMMUNITY RELATIONS SUPPORT:
107.15.1 General, add the following:
The CONTRACTOR shall notify all affected residents and businesses by handbill a maximum of 48
hours and minimum of 24 hours in advance of any street restriction that will affect access to their
property. The notification shall be in both the English and Spanish languages and include the statement
that street parking will not be permitted weekdays during construction hours. The CONTRACTOR
shall submit the handbill draft to the Engineer for approval, prior to its distribution. If the WORK does
not occur on the specified day, the CONTRACTOR shall distribute a new notification.
The CONTRACTOR shall provide notification as required in section 401.5 to all affected emergency
services such as Fire and Police Departments and to other affected entities such as schools and trash
services.
7.1
MEASUREMENTS AND PAYMENTS
Replace MAG Subsection 109.2 with the following:
109.2 SCOPE OF PAYMENT:
109.2.1 Scope of Payment:
The “complete-in-place” rate shall include but not necessarily be limited to all labor, material and
equipment costs for preparation, installation, construction, modification, alteration or adjustment of the
HDA No. 1213
- 29 -
items, which shall include all costs for salaries and wages, all payroll additives to cover employee
benefits, allowances for vacation and sick leave, company portion of employee insurance, social and
retirement benefits, all payroll taxes, contributions and benefits imposed by any applicable law or
regulation and any other direct or indirect payroll-related costs. The rate shall also include but not
necessarily be limited to all costs for indirect charges or overhead, mileage, travel time, subsistence,
materials, freight charges for material to CONTRACTOR’s facility or project SITE, equipment rental,
consumables, tools, insurance to the levels specified in the CONTRACT Documents or in Section
103.6, CONTRACTOR’S INSURANCE, all applicable taxes, as well as CONTRACTOR’s fee and
profit. This rate shall further include all SITE clean-up costs and hauling of construction debris to
disposal SITEs approved by the Engineer.
109.2.2 Payment:
Payment will be made for only those items listed in the proposal and will not be made in accordance
with the measurement and payment provisions of the Uniform Standard Specifications where this
differs from the items listed in the proposal. All materials and WORK necessary for completion of this
project are included in proposal items. Any WORK or materials not specifically referred to in these
items are considered incidental to the item and are include in the unit price.
END OF CONTRACT AGREEMENT
HDA No. 1213
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February 14, 2013 Invitation to Bid - Tolleson Field Operations Facility

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