Agenda — Cudahy City Council, March 3, 2026 (part 3 of 7)

Cudahy Park Renovation Project, Project # PRE-001 Document Control 374 of 1214 APPENDIX 3.0

RUBBERIZED PLAYGROUND SURFACE

Page 404 of 1692 ends

1 PRO-TECT TURF™
Resilient Playground Surfacing
Presented by:

T.J. Janca Construction, Inc.

Exclusive Distributors and Installers of Pro-Tect Turf™ Cudahy Park Renovation Project, Project # PRE-001 Document Control 375 of 1214 Page 405 of 1692

I INTERNATIONAL

PLAY EQUIPMENT

MANUFACTURERS
America
IPEMA ASTM F1292-18 (SECTION 4.2) AND/OR ASTM F3351-19 CERTIFICATE OF

COMPLIANCE
ISSUE DATE: May 14, 2020
Requested By: Keith Smith
Project: T J Janca Construction Inc.

In the interest of public playground safety, IPEMA provides a third party certification service whereby TOV SOD America validates a manufacturer's certification of conformance to ASTM F1292-18 Standard Specification for Impact Attenuation of Surfacing Materials Within the Use Zone of Playground Equipment Standard, Section 4.2, Performance Criterion and/or ASTM F3351-19 Standard Test Method for Playground Surface Impact Testing in Laboratory at Specified Test Height.

The manufacturers listed below have received written validation from TOV SOD America that the products listed conform with the requirements of ASTM F1292-18, Section 4.2 and/or ASTM F3351-19.

The validation is made by testing at the specified fall height rating requested by the manufacturer, based upon its experience and knowledge of its products, instead of the "critical fall height" used in ASTM F1292-18. TOV SOD America validates that the impact attenuating performance criterion specified by ASTM F1292-18 (Section 4.2) and/or ASTM F3351-19 has been met or exceeded.

MODEL#COMMERC~LNAMEOFPRODUCT
PTT 2.0 Poured-in-Place Rubber; playground safety
surfacing
PTT 2.5 Poured-in-Place Rubber; Playground Safety
Surfacing
PTT3.0 Poured-in-Place Rubber; Playground Safety
Surfacing
PTT3.5 Poured-in-Place Rubber; Playground Safety
Surfacing
PTT 4.0 Poured-in-Place Rubber; Playground Safety
Surfacing
PTT 5.0 Poured-in-Place Rubber; Playground Safety
Surfacing

PRODUCT LINE THK/HT MANUFACTURER
PRO-TECT 2" I 4' T.J. Janca Construction,
TURF Inc.

PRO-TECT 2.5" /5' T.J. Janca Construction,
TURF Inc.

PRO-TECT 3" / 6' T.J. Janca Construction,
TURF Inc.

PRO-TECT 3.5" / 8' T.J. Janca Construction,
TURF Inc.

PRO-TECT 4" I 10' T.J. Janca Construction,
TURF Inc.

PRO-TECT 5" I 11' T.J. Janca Construction,
TURF Inc.

T.J. Janca Construction, Inc. certifies that
the above informaf and true.
x -~~ ..::=:::..._s.~:=::tz:===--
Keith Smith, President 9/23/21
Cudahy Park Renovation Project, Project # PRE-001 Document Control 376 of 1214 Page 406 of 1692 2 Pro-Tect Turf™ PLAYGROUND SURFACING

PRODUCT DESCRIPTION
Pro-Tect Turf™ is composed of high grade, granulated rubber and elastomeric resins. These components combine to form a remarkably durable surface that will stretch and contract slightly with temperature changes and minor substrate movement. It is designed to reduce injury caused by falls, by transferring the impact to the softer shock absorbing cushion. Pro-Tect Turf™ reduces the impact of a falling child from 2 feet to 11 feet, yet is firm enough to support wheelchair access.

Pro-Tect Turf™ is a two-layer system. The first layer is a shock pad consisting of 100% California recycled raw shredded rubber buffings. The buffings are bound by aromatic urethane and troweled into place. Thickness of shock pad is based on ASTM F1292-04, "Standard Specification for Impact Attenuation of Surface Systems Under and Around Playground Equipment.” The second layer or wear surface is applied over the shock pad and consists of EPDM or TPV colored rubber granules. Pro-Tect Turf™ is suited for installation over hard surfaces such as asphalt, concrete, wood, tile, or brick. It can also be installed over compacted aggregate or sand. Pro-Tect Turf™ is mixed on site and hand-troweled to the substrate to create a beautiful, seamless rubber surface.

Shock Pad – Base Mat
Pro-Tect Turf™ shock absorbing properties are adjusted by the thickness of the shock pad.

Maximum fall heights of the play equipment will determine the thickness of the required shock pad.

Wear Surface
Pro-Tect Turf™ wear surface of typically 3/8” – 5/8” thick is designed and installed to meet or exceed guidelines as set by the Consumer Project Safety Commission and the Americans With Disabilities Act (ADA). Pro-Tect Turf™ demonstrates good to exceptional non-skid characteristics, depending on the troweling methods used.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 377 of 1214 Page 407 of 1692 3 INSTALLATION
Substrate
Substrate to receive Pro-Tect Turf™ should be clean asphalt, concrete, wood, tile, brick or compacted sand or aggregate. Substrate to have proper drainage. The proper drainage is defined by the architect or engineer that designed the playground.

Install forming and/or screeds as required. Upon request, T.J. Janca Construction, Inc. can provide pricing and installation of all substrates, key-ways, curbing, compaction, grading and substrate drainage.

Shock Pad
Mechanically mix the recycled rubber buffings and the urethane resin to the specified resin-torubber weight ratios until all rubber particles are 100% covered with resin. Chunk rubber may be part of the mix ratio. Place, screed, and hand trowel mixture to the required thickness (1” to

4.5”). Allow between 6 and 18 hours for curing time. Curing time will vary depending on thickness, temperature, and humidity.

NOTE: Pro-Tect Turf™ uses 100% California recycled tires.

Wear Surface
Mechanically mix EPDM or TPV granules and the urethane resin to the specified resin-to-rubber ratios until all rubber granules are 100% covered with resin.

Prime shock pad before placing wear surface to insure proper bonding. Place, screed and hand trowel wear surface to the specified thickness (3/8” to 5/8”). Curing time is 12 to 24 hours, depending on weather conditions.

Primer to be applied to all solid substrates and on wear surface edges where splices or color changes occur.

Clean-Up
Upon completion of work, remove all tools, equipment, excess material and debris from site.

Protection
Erect barricades and caution tape as required to prevent inadvertent pedestrian traffic on the finished surface for ±24 hours.

Certain chemicals may cause damage to the playground surface and should be avoided:
disinfectants, concentrated chlorine bleach, gasoline, diesel fuel, oils, acids and organic solvents.

A yellowish/amber shading of the top surface will be noticeable when using standard aromatic polyurethane binder to encapsulate some colors of EPDM/TPV granules. This is an industry wide design issue.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 378 of 1214 Page 408 of 1692 4 Color
Pro-Tect Turf™ is available in basic black, green, beige, red, blue, and a rainbow of colors including teal, purple, gold, brown, orange, and yellow. We can also customize colors to meet your specific project requirements.

Maintenance
Pro-Tect Turf™ should be kept free of foreign objects, including dirt, sand, rocks, leaves, etc.

Pro-Tect Turf™ can be blown free of surface debris, vacuumed, hosed off or cleaned with soap, water, and a mild bristle brush.

To maintain proper function and wear, the poured-in-place surfacing requires a regular maintenance program of cleaning to remove dirt, sand, and debris. A regular maintenance program also includes periodic roll coats with Aromatic/Aliphatic Urethane to protect surfaces and remove damaging dirt or other substances.

SPECIFICATIONS
Pro-Tect Turf™ meets or exceeds guidelines established by the following:
◼ Americans With Disabilities Act (ADA).
◼ ASTM-F-1292-04, “Standard Specifications for Impact Attenuation of Surface Systems Under and Around Playground Equipment.”
◼ ASTM D412, “Standard Test Methods for Vulcanized Rubber and Thermoplastic Rubbers and Thermoplastic Elastomers -- Tension.”
◼ ASTM D624, “Standard Test Methods for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers.”
◼ ASTM D2047, “Standard Test Methods for Static Coefficient of Friction of PolishCoated Floor Surfaces as Measured by the James Machine.” ◼ ASTM D2859, “Standard Test Method for Flammability of Finished Textile Floor Covering Materials.”
◼ ASTM E303, “Standard Test Methods for Measuring Surface Frictional Properties Using the British Pendulum Tester.”
◼ ASTM F1951, “Standard Specification for Determination of Accessibility of Surface Systems Under and Around Playground Equipment.”
◼ U.S. Consumer Product Safety Commission (CPSC).
◼ MSDS documentation is on file in our offices and available upon request. MSDS documents are provided to T.J. Janca Construction, Inc. field supervisors for posting on jobsites.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 379 of 1214 Page 409 of 1692 5 Wear Surface
Granulated Peroxide Cured EPDM colored rubber is bound by an aromatic or aliphatic urethane and troweled into place. Not less than a 20% ratio of resin to rubber by weight. Granules are available in .5mm to 3mm.

Thermal Plastic Vulcanized (TPV) colored granules are bound by an aromatic or aliphatic urethane and troweled into place. Not less than a 20% ratio of resin to rubber by weight.

Granules are available in .5mm to 3mm.

Binder & Primer
Resin is an aromatic or aliphatic urethane resin. Primer is aromatic/aliphatic urethane resin thinned to bond the shock pad and wear surface.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 380 of 1214 Page 410 of 1692 6 PRODUCT DATA
General
• Installed any configuration & dimension.
• Two-layer system – base shock pad is 100%
California recycled raw shredded rubber
buffings/chunk bound by urethane; wear
surface consists of EPDM or TPV colored
rubber granules and urethane.
• Wear surface of typically 3/8” – 5/8”
thickness applied over various thickness of
base shock pad.
• Edges formed on-site as required.

Features
• Durable, dual-density configuration.
• Water permeable.
• Environmentally friendly, low maintenance.
• Customization of colors and designs.

Colors
• Black, green, beige, red, blue, turquoise,
purple, mustard, brown, orange, gray and
yellow.
• Color combination in any ratio available.

Color Consideration
• Standard Colors: Standard red, blue, green,
beige, and black.
• Premium Price Colors: bright red, light blue,
turquoise, purple, orange, bright green, 2
shades of gray, cream, mustard, bright
yellow, pink, brown and other colors upon
request. Refer to color chart.
• Variegated or patterned effect can be
achieved by the mixing of a combination of
colors.
• The combination of black and color(s)
EPDM/TPV diminishes the presence of dirt.

With the larger percentage of black in the
wear course, the lower the price.

Urethane’s Effect on Color
A yellowish or amber shading of the top surface
will be noticeable when using standard aromatic
polyurethane binder to encapsulate some colors
of EPDM/TPV granules. This occurs after
exposure to ultraviolet rays. The shading will
lessen over time and use. Alternatively,
aliphatic urethane binder will remain clear.

Aliphatic, a special-order urethane, binder
substantially increases the unit price.

Aliphatic urethane binder is not required with the
base shock pad. To maintain a desired result, it
is advisable to use aliphatic binder with certain
colors or color combinations. The yellowish
shading is imperceptible with most colors.

The purpose of using aliphatic binder is for
aesthetic reasons, to enhance the color and/or
designs in the wear course. There is no benefit
in using aliphatic binder with the unexposed
base shock pad.

Edge Details
Cudahy Park Renovation Project, Project # PRE-001 Document Control 381 of 1214 Page 411 of 1692 7 INSTALLATION OVERVIEW
• A urethane primer is applied to all solid
substrates and on wear surface edges,
where splices or color changes may occur.
• SBR buffings and binder ratio-shall not be
less than 14% or more than 16% of total
weight of rubber. The lower percentage for
buffing/chunk combinations.
• The shock pad is hand-troweled at a
consistent density of 29 pounds, 10 ounces
per cubic foot (475 kg/m3) to the specified
thickness for pure buffings.
• Primer is aromatic or aliphatic urethane
resin thinned to bond the shock pad and
wear surface.
• EPDM/TPV bound by aromatic or aliphatic
urethane—not less than a 20% ratio of resin
to rubber by weight.
• Trowel mixture over shock pad at an
application rate of 2.60 lbs. per square foot.

ARCHITECTURAL SPECIFICATIONS
Part I – GENERAL

1.01 DESCRIPTION
Material components and application
synopsis required to install Pro-Tect
Turf™ Poured-In-Place system shall be
provided.

1.02 PERFORMANCE ASSURANCE
A. Poured-in-Place system shall be
warranted by manufacturer for any
defects in material and workmanship for
a period of two years from the date of
installation. Additional warranties are
available.

B. Qualifications

1. The applicator shall be trained and
approved by T. J. Janca Construction,
Inc.

C. Design and Detailing

1. Safety surfacing within playground
equipment use zones shall meet or
exceed the performance requirements
of CPSC, ASTM F 1292-04, CSA
Z614-98, and ADA guidelines.

2. Pro-Tect Turf™ can be applied over
hard surfaces such as asphalt,
concrete, wood, tile and brick, or
compacted aggregate or sand.

3. Approved applicator will verify that
substrate conditions are suitable for
installation of the playground
surfacing system and will not
proceed with installation until
unsuitable conditions are corrected.

1.03. Submittals
The following shall be submitted:

1. Manufacturer's descriptive date and
installation instructions, including
cleaning and preventative
maintenance.

2. Drawings showing shop details of
the safety surfacing system,
including depths of material, subbase materials, anchoring systems and edge details.

3. A list of all materials and
components to be installed as part
of the system, by weight, and/or
volume and recommended
coverage, storage requirements,
and precautions, and shall state
chemical composition and test
results to which material has been
subjected in compliance with these
specifications.

4. A listing of at least five installations
where products similar to those
proposed for use have been
installed and have been in
successful service for a minimum
period of three years. This list shall
state owner or purchaser, address
of installation, organization, date of
installation, contact person, and
phone number.

5. Sample of safety surface, minimum
of 6 inches x 6 inches (150 mm x
150 mm) proposed for this project.

1.04 Delivery, Storage and Handling
Cudahy Park Renovation Project, Project # PRE-001 Document Control 382 of 1214 Page 412 of 1692 8 A. Materials and equipment shall be
delivered and stored in accordance with
manufacturer recommendations.

B. Store materials protected from exposure
to harmful environmental conditions and
at a minimum temperature of 40 degrees
F (4 degrees C).

1.05 Job Conditions
A. Install surfacing system when minimum
ambient temperature is 40 degrees F (4
degrees C) or greater with temperatures
remaining equivalent for the next 72
hours.

B. Materials shall be protected from weather
conditions and other damage prior to
installation.

C. Install surfacing system on a dry
subsurface, with no prospect of rain
within the initial drying period, at
temperatures recommended by the
manufacturer.

1.06 Alternates and Allowances
A. System to be considered shall be
approved by the Architect in writing.

PART II - PRODUCTS

2.01 Material components for surfacing
system shall meet requirements of this
specification. The surfacing system shall
be acquired from T. J. Janca
Construction Inc., exclusive distributors
and installers of Pro-Tect Turf™.

2.02 Materials
A. Pro-Tect Turf™ Primer—Aromatic or
Aliphatic urethane resin.

B. Pro-Tect Turf™ Binder—Binder for safety
surfacing shall be VORAMER MR
products, or equivalent which is
specifically designed for use with rubber
granule material for outdoor installations.
• Binder: Aromatic VORAMER MR
product, by DOW Chemical.-is a
single component polyurethane
prepolymer.
• Binder: Aromatic Urethane
Stobielast® 136 by Stockmeier
Urethanes, USA, Inc.

Binder: Aliphatic Urethane
Stobielast® S-026 by Stockmeier
Urethanes, USA, Inc.
• Binder: Aromatic Urethane
Stobielast® S 1020 by Stockmeier
Urethanes, USA, Inc.
• Binder: Aromatic Urethane Accella
3592 or equivalent by Accella
Polyurethane Systems.
• No toluene diphenel isocyanate (TDI)
shall be used.
• No filler materials shall be used in
urethane such as plasticizers and the
catalyzing agent shall contain no
heavy metals.
• Weight of polyurethane shall be no
less than 8.5 lbs/gal (1.02 Kg/1) and
no more than 9.5 lbs/gal (1.14 Kg/1).
• Installer is permitted to select the blend
of urethane required to match weather
conditions. Substitutions must be equal
to or exceed original quality.

C. Pro-Tect Turf™ black SBR— Strands of
SBR may vary from 0.5 mm - 2.0 mm in
thickness by 3.0 mm - 20 mm in length
and contain less than 4% dust.
• 100% California recycled tires.
• Foam or granular rubber is not be
permitted in substrate.
• The substrate shall be compatible
with the wearing surface and shall
meet requirements herein for impact
attenuation.

D. Pro-Tect Turf™ Wear Surface—surface
shall consist of ethylene propylene
diene monomer (EPDM) or Thermal
Plastic Vulcanized (TPV) granules
particles adhered with polyurethane
binder formulated to produce an even,
uniform surface.
• EPDM/TPV particles shall meet
requirements of ASTM D 412 and
Cudahy Park Renovation Project, Project # PRE-001 Document Control 383 of 1214 Page 413 of 1692 9 CSA Z614-98 for tensile strength and
elongation.
• ASTM D 2240 (Shore A) hardness of
50-70, not less than 25 percent
rubber hydrocarbons.
• EPDM shall be peroxide cured with
an EPDM content of 26 percent and
shall include a processing aid to
prevent hardness.
• TPV shall be peroxide cured with a
TPV content of 26 percent and shall
include a processing aid to prevent
hardness.
• Size of rubber particles shall be not
less than .5 mm, nor greater than 4.0
mm across.
• Binder shall be not less than 20
percent of total weight of rubber used
in the wear surface, and shall provide
100 percent coating of the particles.
• Thickness of wear surface shall be a
minimum 3/8 – 5/8 inch.
• The wear surface shall be porous.

E. Pro-Tect Turf™ Poured-In-Place System
System tested for shock attenuation
under ASTM-F1292-04 G-Max & HIC.

System is non-slip and porous.

System shall have Class B fire rating.

2.03 Technical Requirements
ASTM F2223-04 In Compliance
Compression Endurance No Deterioration
(10,000 cycles w/10 ton load)
Ignition Characteristics In Compliance
(ASTM D2859-02)
Abrasion Resistance 0.3812G Loss
(ASTM D1044)
Skid Resistance 92 dry
(ASTM E303) 52 wet
Flexibility Factor 0-1
(ASTM F147)
Water Permeability: 1.7 ltr/sec/sq. meter
Thermal Stability Range -50 C to +100 C
(-58 F to 212 F)
Freeze/Thaw: No change
(-50 C( -58 F), 40 cycles)
Coefficient of Friction 1.01 dry
(ASTM D2047-04) 0.9 wet
Tensile, psi 200 psi (top surface)
(ASTM D412-98A)
Elongation 173%
Tear Resistance In Compliance
(ASTM D624-00)

PART III - EXECUTION

3.01 Inspection
Prior to installation of Pro-Tect Turf™
Poured-In-Place System installer will verify
that finished elevations of adjacent areas
are as indicated on the drawings, that the
appropriate sub-grade elevation has
been established for the particular safety
surface to be installed, and that the
subsurface has been installed in a true,
even plane, and sloped to drain as
indicated in drawings.

Tolerance of concrete or bituminous
subsurface shall be within 1/8 inch (3.0
mm) in 10 feet (3050 mm). Tolerance of
aggregate subsurface shall be within 3/8
inch (10 mm) in 10 ft. (3050 mm). Verify
that aggregate subsurface has been fully
compacted to 90 percent.

If safety surfacing is to be installed, verify
that concrete subsurface have cured and
that all concrete curing compounds and
other deleterious substances that might
adversely affect adhesion have been
removed. Surface shall be clean and
dry.

Proper drainage is critical to the longevity
of the surfacing system. Inadequate
drainage will cause premature
breakdown of the poured system in
affected areas; and void the warranty.

Verify that sub-surfacing drainage has
been installed to provide positive
drainage.

3.02 INSTALLATION
A. Safety Surface System
Cudahy Park Renovation Project, Project # PRE-001 Document Control 384 of 1214 Page 414 of 1692 10 Components of the safety surface system
shall be mixed on site in a rotating
tumbler to ensure components are
thoroughly mixed and are in accordance
with manufactures recommendations.

Installation of surfacing shall be
seamless and completely bonded to
subsurface. Material shall cover all
foundations and fill around all elements
penetrating the surface.

B. Substrate
Whenever practical, substrate layer of
surfacing material shall be installed in
one continuous pour on the same day.

When a second pour is required, fully
coat the edge of the previous work with
polyurethane binder to ensure 100
percent bond with new work. Apply
adhesive in small quantities so that new
substrate can be placed before the
adhesive dries.

C. Wear Surface
Wearing surface must be of high quality,
peroxide-cured, virgin EPDM rubber.

Wearing surface shall be bonded to
substrate. Apply adhesive to substrate in
small quantities so that wearing surface
can be applied before adhesive dries.

Surface shall be hand trawled to a
smooth, even finish. Except where
wearing surface is composed of differing
color patterns, pour shall be continuous
and seamless. Where seems are
required due to color change, adjacent
color shall be placed as soon as
possible, before initial pour has cured.

The edge of initial pour shall be coated
with adhesive and wearing surface
mixture shall be immediately applied.

D. Perimeter
Concrete/asphalt perimeter must be saw
cut to size indicated on plans, or formed
during pour, with surfacing rolled down
inside void. Adhesive must be used in
the void.

E. Thickness
Construction methods, such as use of
measured screeds 1 1/16 inch (1.0 mm)
thicker than the required surfacing depth,
shall be employed to ensure that full
depth of specified surfacing material is
installed. Surfacing system thickness
throughout the playground equipment
use zone shall be as required to meet the
impact attenuation requirements
specified herein.

F. Clean up
Do not allow adhesive on adjacent
surface. Immediately clean up spills of
excess adhesive.

G. Protection
The synthetic safety surface shall be
allowed to fully cure in accordance with
Manufacturer's instructions. The surface
shall be protected by the owner from all
traffic during the curing period of 48
hours or as instructed by the
manufacturer.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 385 of 1214 Page 415 of 1692 11 Colors and Designs
Pro-Tect Turf™ is available in basic black, green, beige, red, blue, and a rainbow of colors including teal, purple, gold, brown, orange, and yellow. We can also customize colors to meet your specific project requirements. Custom designs are available.

By definition in the T.J. Janca Construction, Inc. specifications, a “standard” color is:

Red, Blue, Green, Beige
Cudahy Park Renovation Project, Project # PRE-001 Document Control 386 of 1214 Page 416 of 1692 Cudahy Park Renovation Project, Project # PRE-001 Document Control 387 of 1214 APPENDIX 4.0

SPORT COURT SURFACING
Contractor shall contact, obtain, and submit manufacturer’s latest updated specifications and cut sheets
to engineer for review and approval as indicated on the plans.

Page 417 of 1692 ends

Cudahy Park Renovation Project, Project # PRE-001 Document Control 388 of 1214 APPENDIX 5.0

SHADE SHELTER STRUCTURAL CALCULATIONS

Page 418 of 1692 ends

CALCULATIONS FOR:
2022 CALIFORNIA BUILDING CODE
POLIGON HXE 16

STANDING SEAM OVER STAINED TONGUE AND GROOVE

PREPARED UNDER THE CONTROL AND SUPERVISION OF THE
DESIGN PROFESSIONAL ABOVE. THE SEAL APPLIES ONLY TO

BUILDING COMPONENTS DETAILED WITHIN THESE

CALCULATIONS AND SUPPLIED BY PORTER CORP AS WELL AS
THE FOUNDATION DESIGN, IF APPLICABLE.

PUT YOUR INITIALS ON

THE INPUT TAB
Cudahy Park Renovation Project, Project # PRE-001 Document Control 389 of 1214

PREPARED UNDER THE CONTROL AND SUPERVISION OF THE
DESIGN PROFESSIONAL ABOVE. THE SEAL APPLIES ONLY TO

BUILDING COMPONENTS DETAILED WITHIN THESE

CALCULATIONS AND SUPPLIED BY PORTER CORP AS WELL AS
THE FOUNDATION DESIGN, IF APPLICABLE.

Christop
her Evans
2024.06.
13 09:46:01
-04'00'

Page 419 of 1692 ends

Version 7.0.1.21 Updated 4/16/2024
Design Criteria
Structural Engineering Notes
Load Combinations

TABLE OF CONTENTS
Materials
Connection Design
RISA Analysis Report
Panel Data
Foundation Design
RISA Model Views
Cudahy Park Renovation Project, Project # PRE-001 Document Control 390 of 1214 Page 420 of 1692 Building Code: See Cover Sheet Roof Slope (°): 22.62 5:12 Pitch Design Code: ASCE 7-16
Risk Category: II Equivalent Roof Height: 15.00 ft
Weight of Roofing System 6.0 psf
Frame Dead Load Frame Self-Weight (See RISA Analysis Report) Roof Live Load, L r 20.0 psf ASCE 7 Table 4-1
Ground Snow Load, p g 0.0 psf
Importance Factor, I (Snow Loads) 1.00 ASCE 7 Table 1.5-2 Slope Factor, C s 1.0 ASCE 7 Figure 7.4-1
Thermal Factor, C t 1.2 ASCE 7 Table 7.3-2
Exposure Factor, C e 1.0 ASCE 7 Table 7.3-1
Flat Roof Snow Load, p f 0.0 psf ASCE 7 Section 7.3
Leeward Unbalanced Snow Load 0.0 psf ASCE 7 Section 7.6.1 Drift Surcharge Load, p d 0.0 psf ASCE 7 Section 7.7
Width of Snow Drift, w 0.0 ft ASCE 7 Section 7.7
Sliding Snow Load 0.0 psf ASCE 7 Section 7.9
Basic Wind Speed, V Vult 95 mph Vasd 74 mph ASCE 7 Section 26.5 Exposure Category C VT mph ASCE 7 Section 26.7
Ground Elevation Factor, Ke 1.00 K vT 1.00 1.00 ASCE 7 Table 26.9-1 Gust Effect Factor, G 0.85 ASCE 7 Section 26.11.1
Velocity Pressure Exposure Coefficient, K z 0.85 K ZTor 1.00 ASCE 7 Table 26.10-1 Wind Directionality Factor, K d 0.85 K dT 0.80 ASCE 7 Table 26.6-1 Topographic Factor, K zt 1.00 ASCE 7 Section 26.8.2
Velocity Pressure, q z 16.69 psf q zt 0.00 psf ASCE 7 Section 26.10.2 Main Wind-Force Resisting System ASCE 7 Section 27.3 Component and Cladding Elements ASCE 7 Section 30.7.2 Open Building, Clear Wind Flow (Cn from ASCE 7 Fig. 27.3-4 - 27.3-7) Open Building, Clear Wind Flow (Cn from ASCE 7 Fig. 30.7-1 - 30.7-3) Wind Direction Toward Roof Away From Roof
Load Case A B Zone 3 Cn: 2.40 -2.00
γ = 0 p (psf): 34.10 -28.33
Windward Cp = 1.10 -0.10 Zone 2 Cn: 1.85 -1.55
p (psf): 15.65 -1.42 p (psf): 26.28 -21.96
γ = 180 Zone 1 Cn: 1.20 -1.00
Leeward Cp= 0.10 -0.80 p (psf): 17.05 -14.17
p (psf): 1.46 -11.37
γ = 90
Sideward Cp= -0.80 0.80
p (psf): -11.35 11.35

Analysis Procedure Equivalent Lateral Force Procedure ASCE 7 Section 12.8 Seismic Site Class D Default ASCE 7 Section 11.4.2
Basic Seismic Force Resisting System Steel Ordinary Cantilever Column Systems ASCE 7 Table 12.2-1 Short Spectral Response Parameter, S s 1.75 ASCE 7 Section 12.8 1-Sec Spectral Response Parameter, S 1 0.63
Seismic Design Category D ASCE 7 Section 11.6
Importance Factor, I 1.00 ASCE 7 Table 11.5-1
Response Modification Coefficient, R 1.25 ASCE 7 Table 12.2-1 Redundancy Factor, ρ 1.30 ASCE 7 Table 12.2-1
Overstrength Factor, Ω o 1.25 ASCE 7 Table 12.2-1
Design Short Spectral Response Parameter, S DS 1.40 ASCE 7 Section 11.4.4 1-Sec Design Spectral Response Parameter, S D1 1.06 ASCE 7 Section 11.4.4 Seismic Response Coefficient, C s 1.12 ASCE 7 Section 12.8.1.1 Effective Seismic Weight, W 6.00 psf ASCE 7 Section 12.7.2 Seismic Base Shear, V 6.73 psf ASCE 7 Section 12.8.1
Seismic Load, E 8.75 psf ASCE 7 Section 12.4
Seismic Load with Overstrength Factor, E m 8.41 psf ASCE 7 Section 12.4

WIND LOAD

LIVE LOAD
Roof

DESIGN CRITERIA

GENERAL

DEAD LOAD

SEISMIC LOAD

SNOW LOAD
Cudahy Park Renovation Project, Project # PRE-001 Document Control 391 of 1214 Page 421 of 1692 Actual structure dimensions may be smaller than shown in this document.

The engineering seal for the structure designed in these calculations is only valid if Porter Corp fabricates the steel components.

Fabricating the steel components elsewhere voids the engineering provided by Porter Corp.

RISA-3D structural analysis software was used to model the 3-D space frame.

To reduce the amount of computer printout, the analysis results only show each member's controlling load case.

From the analysis, all member deflections and structural drift are within allowable limits.

All columns were designed as cantilever columns.

Wind loads are assumed to act normal to the fabric surface.

Fabric must be removed if winds are expected to exceed 90 mph.

Structure designed for 90 mph wind loads with fabric attached to frame.

Structure is designed for wind loads exceeding 90 mph without fabric attached to frame.

Fabric must be removed prior to snow accumulation.

Snow loads not considered in the design of the structure.

Seismic load does not control the design of this structure, assuming the fabric has neglible mass.

A minimum safety factor of 2.0 was used for the fabric and attachment hardware design.

ADDITIONAL FABRIC STRUCTURE DESIGN NOTES

STRUCTURAL DESIGN NOTES

STRUCTURAL CONNECTION NOTES
End plates were designed by applying beam end forced to the edges of the plate and calculating the resulting prying moment at the edge of the bolt holes. In determining the prying moment it was assumed that the area of the plate between bolts was fixed.

STRUCTURAL ENGINEERING NOTES
Loads applied to the structure may be greater than required for the project location.

Unless noted otherwise in the ‘RISA Analysis Report’, the roof deck was not utilized in the structural analysis to provide lateral support to the members.

GENERAL NOTES
Light gage members were designed in accordance with the latest edition of the AISC specifications and the AISI Cold-Formed Steel Design Manual.

STRUCTURAL ANALYSIS NOTES
Bolt threads were assumed to not be excluded from the connections.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 392 of 1214 Page 422 of 1692 Abbreviation Description Number Description
DL Dead Load 1 SERVICE D
Lr Roof Live Load 2 SERVICE Lr
S Snow Load 3 SERVICE S
Su Unbalanced Snow Load 4 SERVICE Su
Ssliding Sliding Snow 5 SERVICE Ssliding
Sdrift Snow Drift 6 SERVICE Sdrift
Wx Wind Load (X-Direction) 7 SERVICE Wx (LC A)
Wz Wind Load (Z-Direction) 8 SERVICE Wx (LC B)
Wx (Min.) 16 psf Minimum Wind Load (X-Direction) 9 SERVICE Wz (LC A) Wz (Min.) 16 psf Minimum Wind Load (Z-Direction) 10 SERVICE Wz (LC B) Ex Seismic Load (X-Direction) 11 SERVICE Ex
Ez Seismic Load (Z-Direction) 12 SERVICE Ez
Emx Seismic Load (X-Direction) with Overstrength Factor 13 SERVICE Ev Emz Seismic Load (Z-Direction) with Overstrength Factor Ev Vertical Seismic Load Effect
LC Load Case
Number Description Number Description
17 D 60 1.0D+0.525Ev+0.525Ehx+0.75S
18 D + Lr 61 0.6D-0.7Ev+0.7Ehx
19 D + S 62 1.0D+0.7Ev+0.7Ehz
20 D + Su 63 1.0D+0.525Ev+0.525Ehz+0.75S
21 D+Ssliding 64 0.6D-0.7Ev+0.7Ehz
22 D+Sdrift 65 1.0D+0.7Ev+0.7Ehx+0.21Ehz
23 D + 0.6Wx (LC A) 66 1.0D+0.525Ev+0.525Ehx+0.1575Ehz+0.75S 24 D + 0.6Wx (LC B) 67 0.6D-0.7Ev+0.7Ehx+0.21Ehz
25 D + 0.6Wz (LC A) 68 1.0D+0.7Ev+0.7Ehz+0.21Ehx
26 D + 0.6Wz (LC B) 69 1.0D+0.525Ev+0.525Ehz+0.1575Ehx+0.75S 27 D + (0.6Wx (Min.)) 70 0.6D-0.7Ev+0.7Ehz+0.21Ehx
28 D + (0.6Wz (Min.))
29 D+0.6(0.75Wx(LC A)+0.75Wz(LC A))
30 D+0.6(0.75Wx(LC B)+0.75Wz(LC B))
31 D+0.6(0.75Wx(Min.)+0.75Wz(Min.))
32 D + 0.75(0.6Wx (LC A)) + 0.75Lr
33 D + 0.75(0.6Wx (LC B)) + 0.75Lr
34 D + 0.75(0.6Wz (LC A)) + 0.75Lr
35 D + 0.75(0.6Wz (LC B)) + 0.75Lr
36 D + 0.75(0.6Wx (Min.)) + 0.75Lr
37 D + 0.75(0.6Wz (Min.)) + 0.75Lr
38 D+0.75(0.6(0.75Wx(LC A)+0.75Wz(LC A))) + 0.75Lr
39 D+0.75(0.6(0.75Wx(LC B)+0.75Wz(LC B)) + 0.75Lr
40 D+ 0.75(0.6(0.75Wx(Min.)+0.75Wz(Min.))) + 0.75Lr
41 D + 0.75(0.6Wx (LC A)) + 0.75S
42 D + 0.75(0.6Wx (LC B)) + 0.75S
43 D + 0.75(0.6Wz (LC A)) + 0.75S
44 D + 0.75(0.6Wz (LC B)) + 0.75S
45 D + 0.75(0.6Wx (Min.)) + 0.75S
46 D + 0.75(0.6Wz (Min.)) + 0.75S
47 D+0.75(0.6(0.75Wx(LC A)+0.75Wz(LC A))) + 0.75S
48 D+0.75(0.6(0.75Wx(LC B)+0.75Wz(LC B)) + 0.75S
49 D+ 0.75(0.6(0.75Wx(Min.)+0.75Wz(Min.))) + 0.75S
50 0.6D + 0.6Wx (LC A)
51 0.6D + 0.6Wx (LC B)
52 0.6D + 0.6Wz (LC A)
53 0.6D + 0.6Wz (LC B)
54 0.6D + (0.6Wx (Min.))
55 0.6D + (0.6Wz (Min.))
56 0.6D+0.6(0.75Wx(LC A)+0.75Wz(LC A))
57 0.6D+0.6(0.75Wx(LC B)+0.75Wz(LC B))
58 0.6D+0.6(0.75Wx(Min.)+0.75Wz(Min.))
59 1.0D+0.7Ev+0.7Ehx
Notes:

1. Load combinations are effective in all states that have adopted IBC as a base code.

2. See "RISA Analysis Report" for the load combinations that are not listed above.

LOAD COMBINATIONS
Key Service (Unfactored)
Allowable Stress Design (Factored)
Cudahy Park Renovation Project, Project # PRE-001 Document Control 393 of 1214 Page 423 of 1692 Number Description Number Description
92 1.4D 148 1.2D + 1.0(0.75Wx (Min.)+0.75Wz (Min.)) + 0.5Lr 93 1.2D + 0.5Lr 149 1.2D + 1.0Wx (LC A) + 0.5S
94 1.2D + 0.5S 150 1.2D + 1.0Wx (LC B) + 0.5S
95 1.2D + 1.6Lr + 0.5Wx (LC A) 151 1.2D + 1.0Wz (LC A) + 0.5S 96 1.2D + 1.6Lr + 0.5Wx (LC B) 152 1.2D + 1.0Wz (LC B) + 0.5S 97 1.2D + 1.6Lr + 0.5Wz (LC A) 153 1.2D + 1.0Wx (Min.) + 0.5S 98 1.2D + 1.6Lr + 0.5Wz (LC B) 154 1.2D + 1.0Wz (Min.) + 0.5S 99 1.2D + 1.6Lr + 0.5Wx (Min.) 155 1.2D + 1.0(0.75Wx (LC A)+0.75Wz (LC A)) + 0.5S 100 1.2D + 1.6Lr + 0.5Wz (Min.) 156 1.2D + 1.0(0.75Wx (LC B)+0.75Wz (LC B)) + 0.5S 101 1.2D + 1.6Lr + 0.5(0.75Wx (LC A)+0.75Wz (LC A)) 157 1.2D + 1.0(0.75Wx (Min.)+0.75Wz (Min.)) + 0.5S 102 1.2D + 1.6Lr + 0.5(0.75Wx (LC B)+0.75Wz (LC B)) 158 0.9D + 1.0Wx (LC A) 103 1.2D + 1.6Lr + 0.5(0.75Wx (Min.)+0.75Wz (Min.)) 159 0.9D + 1.0Wx (LC B) 104 1.2D + 1.6S + 0.5Wx (LC A) 160 0.9D + 1.0Wz (LC A)
105 1.2D + 1.6S + 0.5Wx (LC B) 161 0.9D + 1.0Wz (LC B)
106 1.2D + 1.6S + 0.5Wz (LC A) 162 0.9D + 1.0Wx (Min.)
107 1.2D + 1.6S + 0.5Wz (LC B) 163 0.9D + 1.0Wz (Min.)
108 1.2D + 1.6S + 0.5Wx (Min.) 164 0.9D + 1.0(0.75Wx (LC A)+0.75Wz (LC A)) 109 1.2D + 1.6S + 0.5Wz (Min.) 165 0.9D + 1.0(0.75Wx (LC B)+0.75Wz (LC B)) 110 1.2D + 1.6S + 0.5(0.75Wx (LC A)+0.75Wz (LC A)) 166 0.9D + 1.0(0.75Wx (Min.)+0.75Wz (Min.)) 111 1.2D + 1.6S + 0.5(0.75Wx (LC B)+0.75Wz (LC B)) 167 1.2D+Ev+Ehx+0.2S 112 1.2D + 1.6S + 0.5(0.75Wx (Min.)+0.75Wz (Min.)) 168 0.9D-Ev+Ehx 113 1.2D + 1.6Su + 0.5Wx (LC A) 169 1.2D+Ev+Ehz+0.2S
114 1.2D + 1.6Su + 0.5Wx (LC B) 170 0.9D-Ev+Ehz
115 1.2D + 1.6Su + 0.5Wz (LC A) 171 1.2D+Ev+Ehx+0.3Ehz+0.2S 116 1.2D + 1.6Su + 0.5Wz (LC B) 172 0.9D-Ev+Ehx+0.3Ehz
117 1.2D + 1.6Su + 0.5Wx (Min.) 173 1.2D+Ev+Ehz+0.3Ehx+0.2S 118 1.2D + 1.6Su + 0.5Wz (Min.) 174 0.9D-Ev+Ehz+0.3Ehx
119 1.2D + 1.6Su + 0.5(0.75Wx (LC A)+0.75Wz (LC A))
120 1.2D + 1.6Su + 0.5(0.75Wx (LC B)+0.75Wz (LC B))
121 1.2D + 1.6Su + 0.5(0.75Wx (Min.)+0.75Wz (Min.))
122 1.2D + 1.6Ssliding + 0.5Wx (LC A)
123 1.2D + 1.6Ssliding + 0.5Wx (LC B)
124 1.2D + 1.6Ssliding + 0.5Wz (LC A)
125 1.2D + 1.6Ssliding + 0.5Wz (LC B)
126 1.2D + 1.6Ssliding + 0.5Wx (Min.)
127 1.2D + 1.6Ssliding + 0.5Wz (Min.)
128 1.2D + 1.6Ssliding + 0.5(0.75Wx (LC A)+0.75Wz (LC A)) 129 1.2D + 1.6Ssliding + 0.5(0.75Wx (LC B)+0.75Wz (LC B)) 130 1.2D + 1.6Ssliding + 0.5(0.75Wx (Min.)+0.75Wz (Min.)) 131 1.2D + 1.6Sdrift + 0.5Wx (LC A)
132 1.2D + 1.6Sdrift + 0.5Wx (LC B)
133 1.2D + 1.6Sdrift + 0.5Wz (LC A)
134 1.2D + 1.6Sdrift + 0.5Wz (LC B)
135 1.2D + 1.6Sdrift + 0.5Wx (Min.)
136 1.2D + 1.6Sdrift + 0.5Wz (Min.)
137 1.2D + 1.6Sdrift + 0.5(0.75Wx (LC A)+0.75Wz (LC A)) 138 1.2D + 1.6Sdrift + 0.5(0.75Wx (LC B)+0.75Wz (LC B)) 139 1.2D + 1.6Sdrift + 0.5(0.75Wx (Min.)+0.75Wz (Min.)) 140 1.2D + 1.0Wx (LC A) + 0.5Lr
141 1.2D + 1.0Wx (LC B) + 0.5Lr
142 1.2D + 1.0Wz (LC A) + 0.5Lr
143 1.2D + 1.0Wz (LC B) + 0.5Lr
144 1.2D + 1.0Wx (Min.) + 0.5Lr
145 1.2D + 1.0Wz (Min.) + 0.5Lr
146 1.2D + 1.0(0.75Wx (LC A)+0.75Wz (LC A)) + 0.5Lr
147 1.2D + 1.0(0.75Wx (LC B)+0.75Wz (LC B)) + 0.5Lr
Notes:

1. Load combinations are effective in all states that have adopted IBC as a base code.

2. See "RISA Analysis Report" for the load combinations that are not listed above.

LOAD COMBINATIONS
Strength Design (Factored)
Cudahy Park Renovation Project, Project # PRE-001 Document Control 394 of 1214 Page 424 of 1692 Column HSS6x6x3/16
Truss HSS6x4x1/8
Tension HSS5x3x1/8
Truss Tail HSS4x4x1/8
Compression Ring 3/8" Plate*
*3/8" Plate Weldment may be substituted with C7x9.8 weldment HSS Sections: ASTM A500 Gr. C
Pipe Sections: ASTM A53 Gr. B
RMT Sections: ASTM A519
Channel & Angle Sections: ASTM A36
Connection Plates: ASTM A36
Connections Bolts ASTM A325
Welding Process: Gas Metal Arc Welding
Welding Electrode: E70xx

MATERIALS
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RISA MODEL VIEWS
Joint Labels
Member Labels
Member Shapes
Member Lengths
Member Local Axis
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NOTE: SEE ATTACHED SERVICE LOAD (UNFACTORED) COLUMN BASE REACTIONS.

ANCHORAGE DESIGNED WITH THE FOLLOWING ASSUMPTIONS. CONTACT POLIGON IF THESE MINIMUM REQUIREMENTS ARE NOT MET.
1) CONCRETE COMPRESSIVE STRENGTH (F'C) = 4500 PSI MINIMUM 2) SEE ANCHOR CALCULATIONS FOR QUANTITY AND DIAMETER
3) MINIMUM ANCHORAGE EDGE DISTANCE = SEE ANCHOR CALCULATIONS 4) CAST-IN-PLACE ANCHORS ARE ASTM F-1554 Gr.55 S1
5) MINIMUM ANCHORAGE EMBEDMENT = 11 IN
6) POST-INSTALLED ANCHORS ARE HILTI HIT-HY 200 V3 + HAS-E-55 (ASTM F1554 Gr.55) 7) MINIMUM ANCHORAGE EMBEDMENT = 11 IN

FOUNDATION DESIGN
Cudahy Park Renovation Project, Project # PRE-001 Document Control 402 of 1214 Page 432 of 1692 Drilled Pier
1 Bearing Pressure 1500 psf 146 psf OK
3 Uplift Check SF = 0.00 0 lbs 0 lbs OK
4 Area of Reinforcement (ACI) 5.09 in2 5.41 in2 OK
5 Group Effects Z-Axis Spacing Check Group Effects (See modified allowable pressures) X-Axis Spacing Check Group Effects (See modified allowable pressures Fx (Axial) Fy Fz Mx My Mz
[k] [k] [k] [k-in] [k-in] [k-in]
1 1.03 0.02 0.00 0.00 0.00 2.96
2 0.50 0.47 -0.14 -0.02 16.03 53.44
x x x x x x x
x x x x x x x
5 Group Effects:

Group Efficiency, η = [ Tan -1 (D/S) / 90 ] x [ (n-1)m + (m-1)n / mn] m (# of rows of piers) = 3.0
n (# of piers in a row) = 2.0
Min Spacing (Zaxis) = 5.9 ft
Min Spacing (Xaxis) = 6.8 ft
Diameter/Spacing = 0.50607
Reduction Factor, ɳ = 0.65
Allowable Lateral Bearing Pressure = 100.0 psf/ft Reduced Lateral Bearing Pressure = 65.2 psf/ft Allowable Vertical Bearing Pressure = 1500.0 psf 978.1 psf 9 - #7 vertical bars (equally spaced)

7.5 ft
3 ft
Pier Diameter (ft): 3.00
Pier Depth (ft): 7.50
f'c (psi): 4500
Concrete Unit Weight (lb/ft3
): 145

FOUNDATION DESIGN - FIXED BASE (EXTERNAL BOLTS) RP OK
2 Embedment Check 6.8 ft 7.5 (Chapter 18 of the Building Code assumes non-constrained at ground surface) ft 65 / Column1 OK
Minimum Value Controls
Chapter 18 of the Building Code
(Chapter 18 of the Building Code) 32 / Column1
Allowable

FOUNDATION DESIGN

FIXED BASE (EXTERNAL BOLTS)
Actual Load Combination / Member
No Net Uplift
x
The foundation design contained herein is not
site specific, but is based on the presumptive
allowable foundation pressures in Chapter 18 of
the Building Code (Class 5 soil). The building
official in the jurisdiction in which this structure is located may require a site specific geotechnical
report or letter from a qualified local professional
engineer attesting to whether the actual site
conditions meet the assumptions identified
above.
x
Drilled Pier Option
#4 ties horizontal @ 5.25" O.C.
w/ 2 ties in the top 5"
x x
Design Forces / Moments
32 Column1
Check Load Combination Member
65 Column1
Reduced Vertical Bearing Pressure =
Cudahy Park Renovation Project, Project # PRE-001 Document Control 403 of 1214 Page 433 of 1692 LC Member Label Sec Axial [k] y Shear [k] z Shear [k] Torque [k-in] y-y Moment [k-in] z-z Moment [k-in] 1 Column1 1 0.460 0.000 0.000 0.000 0.000 -0.006 SERVICE D 1 Column2 1 0.461 0.000 0.000 0.000 0.000 -0.006 SERVICE D 1 Column3 1 0.460 0.000 0.000 0.000 0.000 -0.006 SERVICE D 1 Column4 1 0.460 0.000 0.000 0.000 0.000 -0.006 SERVICE D 1 Column5 1 0.461 0.000 0.000 0.000 0.000 -0.006 SERVICE D 1 Column6 1 0.460 0.000 0.000 0.000 0.000 -0.006 SERVICE D 2 Column1 1 0.553 0.000 0.000 0.000 0.000 -0.050 SERVICE Lr 2 Column2 1 0.555 0.000 0.000 0.000 0.000 -0.049 SERVICE Lr 2 Column3 1 0.554 0.000 0.000 0.000 0.000 -0.049 SERVICE Lr 2 Column4 1 0.553 0.000 0.000 0.000 0.000 -0.050 SERVICE Lr 2 Column5 1 0.555 0.000 0.000 0.000 0.000 -0.049 SERVICE Lr 2 Column6 1 0.554 0.000 0.000 0.000 0.000 -0.049 SERVICE Lr 3 Column1 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE S 3 Column2 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE S 3 Column3 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE S 3 Column4 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE S 3 Column5 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE S 3 Column6 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE S 4 Column1 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE Su 4 Column2 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE Su 4 Column3 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE Su 4 Column4 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE Su 4 Column5 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE Su 4 Column6 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE Su 5 Column1 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE Ssliding 5 Column2 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE Ssliding 5 Column3 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE Ssliding 5 Column4 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE Ssliding 5 Column5 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE Ssliding 5 Column6 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE Ssliding 6 Column1 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE Sdrift 6 Column2 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE Sdrift 6 Column3 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE Sdrift 6 Column4 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE Sdrift 6 Column5 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE Sdrift 6 Column6 1 0.000 0.000 0.000 0.000 0.000 0.000 SERVICE Sdrift 7 Column1 1 0.210 0.029 0.000 0.000 -0.004 3.938 SERVICE Wx (LC A) 7 Column2 1 0.028 0.014 0.025 0.004 -3.396 1.947 SERVICE Wx (LC A) 7 Column3 1 -0.057 -0.014 0.024 -0.002 -3.382 -1.971 SERVICE Wx (LC A) 7 Column4 1 0.040 -0.028 0.000 0.000 -0.004 -3.897 SERVICE Wx (LC A) 7 Column5 1 -0.058 -0.014 -0.024 0.002 3.375 -1.971 SERVICE Wx (LC A) 7 Column6 1 0.029 0.014 -0.025 -0.004 3.389 1.947 SERVICE Wx (LC A) 8 Column1 1 -0.031 0.020 0.000 0.000 0.005 2.728 SERVICE Wx (LC B) 8 Column2 1 0.064 0.010 0.017 -0.002 -2.363 1.384 SERVICE Wx (LC B) 8 Column3 1 0.003 -0.010 0.017 0.003 -2.375 -1.364 SERVICE Wx (LC B) 8 Column4 1 -0.150 -0.020 0.000 0.000 0.005 -2.766 SERVICE Wx (LC B) 8 Column5 1 0.004 -0.010 -0.017 -0.003 2.385 -1.364 SERVICE Wx (LC B) 8 Column6 1 0.063 0.010 -0.017 0.002 2.372 1.384 SERVICE Wx (LC B) 9 Column1 1 -0.171 0.000 -0.016 0.000 2.251 -0.018 SERVICE Wz (LC A) 9 Column2 1 0.012 0.014 -0.008 -0.004 1.133 1.969 SERVICE Wz (LC A) 9 Column3 1 0.010 0.014 0.008 0.004 -1.134 1.969 SERVICE Wz (LC A) 9 Column4 1 -0.171 0.000 0.016 0.000 -2.252 -0.019 SERVICE Wz (LC A) 9 Column5 1 -0.074 -0.014 0.008 -0.002 -1.119 -1.940 SERVICE Wz (LC A) 9 Column6 1 -0.075 -0.014 -0.008 0.002 1.119 -1.940 SERVICE Wz (LC A) 10 Column1 1 0.173 0.000 -0.011 0.000 1.587 0.016 SERVICE Wz (LC B) 10 Column2 1 0.079 0.010 -0.006 0.002 0.788 1.362 SERVICE Wz (LC B) 10 Column3 1 0.079 0.010 0.006 -0.002 -0.785 1.362 SERVICE Wz (LC B) 10 Column4 1 0.173 0.000 0.011 0.000 -1.583 0.016 SERVICE Wz (LC B) 10 Column5 1 0.018 -0.010 0.006 0.003 -0.798 -1.390 SERVICE Wz (LC B) 10 Column6 1 0.020 -0.010 -0.006 -0.003 0.801 -1.390 SERVICE Wz (LC B) 11 Column1 1 -0.077 0.671 0.000 0.000 0.000 75.719 SERVICE Ex 11 Column2 1 -0.038 0.336 0.581 0.087 -65.551 37.860 SERVICE Ex 11 Column3 1 0.038 -0.336 0.581 0.088 -65.551 -37.860 SERVICE Ex 11 Column4 1 0.076 -0.671 0.000 0.000 0.000 -75.721 SERVICE Ex 11 Column5 1 0.038 -0.336 -0.581 -0.088 65.551 -37.860 SERVICE Ex 11 Column6 1 -0.038 0.336 -0.581 -0.087 65.551 37.860 SERVICE Ex 12 Column1 1 0.000 0.000 -0.671 -0.101 75.692 0.000 SERVICE Ez 12 Column2 1 -0.066 0.581 -0.335 -0.050 37.846 65.575 SERVICE Ez 12 Column3 1 -0.066 0.581 0.335 0.050 -37.846 65.575 SERVICE Ez 12 Column4 1 0.000 0.000 0.671 0.101 -75.692 0.000 SERVICE Ez 12 Column5 1 0.066 -0.581 0.335 0.051 -37.846 -65.576 SERVICE Ez 12 Column6 1 0.066 -0.581 -0.335 -0.051 37.846 -65.576 SERVICE Ez

SERVICE LOAD COLUMN BASE REACTION SUMMARY
Refer to RISA model views for column local axis
Service Loads (Unfactored)
LC Description
Wind values are based on Vasd and should be factored accordingly for LRFD analysis Negative axial values represent uplift
Cudahy Park Renovation Project, Project # PRE-001 Document Control 404 of 1214 Page 434 of 1692 LC Member Label Sec Axial [k] y Shear [k] z Shear [k] Torque [k-in] y-y Moment [k-in] z-z Moment [k-in] Service Loads (Unfactored)
LC Description
13 Column1 1 0.129 0.000 0.000 0.000 0.000 -0.002 SERVICE Ev 13 Column2 1 0.129 0.000 0.000 0.000 0.000 -0.002 SERVICE Ev 13 Column3 1 0.129 0.000 0.000 0.000 0.000 -0.002 SERVICE Ev 13 Column4 1 0.129 0.000 0.000 0.000 0.000 -0.002 SERVICE Ev 13 Column5 1 0.129 0.000 0.000 0.000 0.000 -0.002 SERVICE Ev 13 Column6 1 0.129 0.000 0.000 0.000 0.000 -0.002 SERVICE Ev Cudahy Park Renovation Project, Project # PRE-001 Document Control 405 of 1214 Page 435 of 1692

CONNECTION DESIGN
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6/5/2024
Specifier's comments:
1 Anchor Design

1.1 Input data
Anchor type and diameter: Heavy Hex Head ASTM F 1554 GR. 55 3/4 Item number: not available
Effective embedment depth: hef = 11.000 in.

Material: ASTM F 1554
Evaluation Service Report: Hilti Technical Data
Issued I Valid: - | -
Proof: Design Method ACI 318-19 / CIP
Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.750 in.

Anchor plateCBFEM : lx
x ly x t = 12.000 in. x 12.000 in. x 0.750 in.;
Profile: Square HSS (AISC), HSS6X6X.1875; (L x W x T) = 6.000 in. x 6.000 in. x 0.188 in.

Base material: cracked concrete, Custom, fc' = 4,500 psi; h = 18.000 in.

Reinforcement: tension: not present, shear: not present; edge reinforcement: none or < No. 4 bar
Seismic loads (cat. C, D, E, or F) Tension load: yes (17.10.5.3 (d)) Shear load: yes (17.10.6.3 (c))
CBFEM - The anchor calculation is based on a component-based Finite Element Method (CBFEM) Geometry [in.] & Loading [kip, in.kip]
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6/5/2024

1.1.1 Load combination and design results
Case Description Forces [kip] / Moments [in.kip] Seismic Max. Util. Anchor [%] 1 0.9D-Ev+Ehx+0.3Ehz N = -0.200; Vx = 0.500; Vy = 0.500; Mx = -54.400000; My = 57.800000; Mz = 0.100000;
yes 37
2 0.9D-Ev+Ehx+0.3Ehz N = -0.300; Vx = -0.500; Vy = -0.500; Mx = 54.400000; My = -57.800000; Mz = -0.100000;
yes 36
3 1.2D+Ev+Ehx+0.3Ehz+0.2S N = -0.600; Vx = 0.500; Vy = 0.500; Mx = -54.800000; My = 58.100000; Mz = 0.100000;
yes 36
4 1.2D+Ev+Ehx+0.3Ehz+0.2S N = -0.700; Vx = -0.500; Vy = -0.500; Mx = 54.800000; My = -58.100000; Mz = -0.100000;
yes 36
5 0.9D-Ev+Ehz N = -0.200; Vx = 0.600; Vy = -0.300;
Mx = 38.000000; My = 65.900000; Mz = -0.100000;
yes 34
6 0.9D-Ev+Ehx N = -0.200; Vx = 0.300; Vy = 0.600;
Mx = -65.800000; My = 38.000000; Mz = 0.100000;
yes 34
7 0.9D-Ev+Ehx N = -0.300; Vx = -0.300; Vy = 0.600;
Mx = -65.800000; My = -38.000000; Mz = 0.100000;
yes 34
8 1.2D+Ev+Ehz+0.2S N = -0.600; Vx = 0.600; Vy = -0.300; Mx = 38.200000; My = 66.300000; Mz = -0.100000;
yes 34
9 1.2D+Ev+Ehx+0.2S N = -0.600; Vx = 0.300; Vy = 0.600;
Mx = -66.200000; My = 38.200000; Mz = 0.100000;
yes 34
10 1.2D+Ev+Ehx+0.2S N = -0.700; Vx = -0.300; Vy = 0.600; Mx = -66.200000; My = -38.300000; Mz = 0.100000;
yes 33
11 0.9D-Ev+Ehx+0.3Ehz N = -0.200; Vx = 0.700; Vy = -0.200; Mx = 22.800000; My = 76.000000; Mz = 0.000000;
yes 39
12 0.9D-Ev+Ehz+0.3Ehx N = -0.300; Vx = 0.200; Vy = -0.700; Mx = 76.000000; My = 22.800000; Mz = -0.100000;
yes 39
13 0.9D-Ev+Ehx+0.3Ehz N = -0.300; Vx = 0.200; Vy = -0.700; Mx = 77.200000; My = 18.300000; Mz = -0.100000;
yes 38
14 0.9D-Ev+Ehx+0.3Ehz N = -0.300; Vx = -0.200; Vy = 0.700; Mx = -77.200000; My = -18.300000; Mz = 0.100000;
yes 38
15 0.9D-Ev+Ehx+0.3Ehz N = -0.400; Vx = -0.700; Vy = 0.200; Mx = -22.800000; My = -76.100000; Mz = 0.000000;
yes 39
16 1.2D+Ev+Ehx+0.3Ehz+0.2S N = -0.600; Vx
= 0.700; Vy = -0.200;
Mx = 22.900000; My = 76.500000; Mz = 0.000000;
yes 39
17 0.9D-Ev+Ehx N = -0.200; Vx = 0.700; Vy = 0.000;
Mx = 0.000000; My = 76.000000; Mz = 0.000000;
yes 36
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6/5/2024
Case Description Forces [kip] / Moments [in.kip] Seismic Max. Util. Anchor [%] 18 1.2D+Ev+Ehx+0.3Ehz+0.2S N = -0.700; Vx = 0.200; Vy = -0.700; Mx = 77.700000; My = 18.400000; Mz = -0.100000;
yes 38
19 1.2D+Ev+Ehx+0.3Ehz+0.2S N = -0.700; Vx = -0.200; Vy = 0.700; Mx = -77.700000; My = -18.400000; Mz = 0.100000;
yes 38
20 0.9D-Ev+Ehz N = -0.300; Vx = 0.000; Vy = -0.700;
Mx = 76.000000; My = 0.000000; Mz = -0.100000;
yes 35
Tension
Compression
1 2
3 4
x

1.2 Load case/Resulting anchor forces y
Controlling load case: 16 1.2D+Ev+Ehx+0.3Ehz+0.2S
Anchor reactions [kip]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y 1 3.697 0.176 0.175 -0.008
2 -0.001 0.191 0.176 -0.073
3 5.472 0.206 0.185 -0.091
4 0.000 0.166 0.164 -0.028
resulting tension force in (x/y)=(-4.500/0.871): 9.168 [kip] resulting compression force in (x/y)=(3.571/-1.607): 9.555 [kip] Anchor forces are calculated based on a component-based Finite Element Method (CBFEM)

1.3 Tension load
Load Nua [kip] Capacity f Nn [kip] Utilization bN = Nua/f Nn Status Steel Strength* 5.472 18.787 30 OK
Pullout Strength* 5.472 17.218 32 OK
Concrete Breakout Failure** 9.169 23.571 39 OK
Concrete Side-Face Blowout, direction ** N/A N/A N/A N/A * highest loaded anchor **anchor group (anchors in tension) Cudahy Park Renovation Project, Project # PRE-001 Document Control 409 of 1214 Page 439 of 1692 www.hilti.com
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6/5/2024

1.3.1 Steel Strength
Nsa = Ase,N futa ACI 318-19 Eq. (17.6.1.2)
f Nsa ³ Nua ACI 318-19 Table 17.5.2
Variables
Ase,N [in.2] futa [psi]

0.33 75,000
Calculations
Nsa [kip]

25.050
Results
Nsa [kip] f steel f Nsa [kip] Nua [kip]

25.050 0.750 18.787 5.472

1.3.2 Pullout Strength
NpN = y c,p Np ACI 318-19 Eq. (17.6.3.1)
Np = 8 Abrg f'
c
ACI 318-19 Eq. (17.6.3.2.2a)
f NpN ³ Nua ACI 318-19 Table 17.5.2
Variables
y c,p Abrg [in.2
] l a
f
'
c
[psi]

1.000 0.91 1.000 4,500
Calculations
Np [kip]

32.796
Results
Npn [kip] f concrete f seismic f nonductile f Npn [kip] Nua [kip]

32.796 0.700 0.750 1.000 17.218 5.472
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6/5/2024

1.3.3 Concrete Breakout Failure
Ncbg = (
ANc
ANc0
) y ec,N y ed,N y c,N y cp,N Nb
ACI 318-19 Eq. (17.6.2.1b)
f Ncbg ³ Nua ACI 318-19 Table 17.5.2
ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b) ANc0 = 9 h2
ef ACI 318-19 Eq. (17.6.2.1.4)
y ec,N = (
1 1 +
2 e'
N
3 hef
) £ 1.0 ACI 318-19 Eq. (17.6.2.3.1)
y ed,N = 0.7 + 0.3 (
ca,min

1.5hef
) £ 1.0 ACI 318-19 Eq. (17.6.2.4.1b)
y cp,N = MAX(
ca,min
cac
,

1.5hef
cac
) £ 1.0 ACI 318-19 Eq. (17.6.2.6.1b)
Nb = kc
l a √f
'
c
h1.5
ef ACI 318-19 Eq. (17.6.2.2.1)
Variables
hef [in.] ec1,N [in.] ec2,N [in.] ca,min [in.] y c,N

7.760 0.000 0.871 11.640 1.000
cac [in.] kc
l a
f
'
c
[psi]
- 24 1.000 4,500
Calculations
ANc [in.2] ANc0 [in.2] y ec1,N y ec2,N y ed,N y cp,N Nb [kip] 751.48 541.96 1.000 0.930 1.000 1.000 34.802
Results
Ncbg [kip] f concrete f seismic f nonductile f Ncbg [kip] Nua [kip]

44.898 0.700 0.750 1.000 23.571 9.169
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1.4 Shear load
Load Vua [kip] Capacity f Vn [kip] Utilization bV = Vua/f Vn Status Steel Strength* 0.206 9.769 3 OK
Steel failure (with lever arm)* N/A N/A N/A N/A
Pryout Strength** 0.728 93.678 1 OK
Concrete edge failure in direction x+** 0.728 13.951 6 OK * highest loaded anchor **anchor group (relevant anchors)

1.4.1 Steel Strength
Vsa = 0.6 Ase,V futa ACI 318-19 Eq. (17.7.1.2b)
f Vsteel ³ Vua ACI 318-19 Table 17.5.2
Variables
Ase,V [in.2] futa [psi]

0.33 75,000
Calculations
Vsa [kip]

15.030
Results
Vsa [kip] f steel f Vsa,eq [kip] Vua [kip]

15.030 0.650 9.769 0.206
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1.4.2 Pryout Strength
Vcpg = kcp [( ANc
ANc0
) y ec,N y ed,N y c,N y cp,N Nb ] ACI 318-19 Eq. (17.7.3.1b) f Vcpg ³ Vua ACI 318-19 Table 17.5.2
ANc see ACI 318-19, Section 17.6.2.1, Fig. R 17.6.2.1(b) ANc0 = 9 h2
ef ACI 318-19 Eq. (17.6.2.1.4)
y ec,N = (
1 1 +
2 e'
N
3 hef
) £ 1.0 ACI 318-19 Eq. (17.6.2.3.1)
y ed,N = 0.7 + 0.3 (
ca,min

1.5hef
) £ 1.0 ACI 318-19 Eq. (17.6.2.4.1b)
y cp,N = MAX(
ca,min
cac
,

1.5hef
cac
) £ 1.0 ACI 318-19 Eq. (17.6.2.6.1b)
Nb = kc
l a √f
'
c
h1.5
ef ACI 318-19 Eq. (17.6.2.2.1)
Variables
kcp hef [in.] ec1,N [in.] ec2,N [in.] ca,min [in.]
2 7.760 0.000 0.000 11.640
y c,N cac [in.] kcl a
f
'
c
[psi]

1.000 ∞ 24 1.000 4,500
Calculations
ANc [in.2] ANc0 [in.2] y ec1,N y ec2,N y ed,N y cp,N Nb [kip] 1,042.00 541.96 1.000 1.000 1.000 1.000 34.802
Results
Vcpg [kip] f concrete f seismic f nonductile f Vcpg [kip] Vua [kip] 133.826 0.700 1.000 1.000 93.678 0.728
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1.4.3 Concrete edge failure in direction x+
Vcbg = (
AVc
AVc0
) y ec,V y ed,V y c,V y h,V y parallel,V Vb
ACI 318-19 Eq. (17.7.2.1b)
f Vcbg ³ Vua ACI 318-19 Table 17.5.2
AVc see ACI 318-19, Section 17.7.2.1, Fig. R 17.7.2.1(b) AVc0 = 4.5 c2
a1 ACI 318-19 Eq. (17.7.2.1.3)
y ec,V = (
1 1 +
e
'
v

1.5ca1
) £ 1.0 ACI 318-19 Eq. (17.7.2.3.1)
y ed,V = 0.7 + 0.3(
ca2

1.5ca1
) £ 1.0 ACI 318-19 Eq. (17.7.2.4.1b)
y h,V = √

1.5ca1
ha
³ 1.0 ACI 318-19 Eq. (17.7.2.6.1)
Vb = 9 l a √f
'
c
c

1.5 a1 ACI 318-19 Eq. (17.7.2.2.1b)
Variables
ca1 [in.] ca2 [in.] ecV [in.] y c,V ha [in.]

11.640 11.640 0.015 1.000 18.000
le [in.] l a da [in.] f
'
c
[psi] y parallel,V

6.000 1.000 0.750 4,500 1.000
Calculations
AVc [in.2] AVc0 [in.2] y ec,V y ed,V y h,V Vb [kip]
563.61 609.70 0.999 0.900 1.000 23.976
Results
Vcbg [kip] f concrete f seismic f nonductile f Vcbg [kip] Vua [kip]

19.930 0.700 1.000 1.000 13.951 0.728

1.5 Combined tension and shear loads, per ACI 318-19 section 17.8 bN
bV z Utilization bN,V [%] Status

0.389 0.052 5/3 22 OK
bNV = b
z
N
+ b
z
V
<= 1
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1.6 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates as per current regulations (ETAG 001/Annex C, EOTA TR029, etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid base plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility!
• Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs.
• For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/ • Attention! In case of compressive anchor forces a buckling check as well as the proof of the local load transfer into and within the base material (incl. punching) has to be done separately.
• "An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-19, Chapter 17, Section

17.10.5.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, the connection design (tension) shall satisfy the provisions of Section 17.10.5.3 (b), Section 17.10.5.3 (c), or Section 17.10.5.3 (d). The connection design (shear) shall satisfy the provisions of Section 17.10.6.3 (a), Section 17.10.6.3 (b), or Section 17.10.6.3 (c)." • Section 17.10.5.3 (b) / Section 17.10.6.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.10.5.3 (c) / Section 17.10.6.3 (b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the anchors by a non-yielding attachment. Section 17.10.5.3 (d) / Section 17.10.6.3 (c) waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased by w0.
• The anchor design methods in PROFIS Engineering require rigid anchor plates, as per current regulations (AS 5216:2021, ETAG 001/Annex C, EOTA TR029 etc.). This means that the anchor plate should be sufficiently rigid to prevent load re-distribution to the anchors due to elastic/plastic displacements. The user accepts that the anchor plate is considered close to rigid by engineering judgment." Cudahy Park Renovation Project, Project # PRE-001 Document Control 415 of 1214 Page 445 of 1692 www.hilti.com
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6/5/2024
Coordinates Anchor [in.]
Anchor x y c-x c+x c-y c+y
1 -4.500 -4.500 11.640 20.640 11.640 20.640
2 4.500 -4.500 20.640 11.640 11.640 20.640
3 -4.500 4.500 11.640 20.640 20.640 11.640
4 4.500 4.500 20.640 11.640 20.640 11.640

1.7 Installation data
Anchor type and diameter: Heavy Hex Head ASTM F 1554
GR. 55 3/4
Profile: Square HSS (AISC), HSS6X6X.1875; (L x W x T) = 6.000 in. x 6.000 in. x 0.188 in.

Item number: not available
Hole diameter in the fixture: df = 0.812 in. Maximum installation torque: - Plate thickness (input): 0.750 in. Hole diameter in the base material: - in.

Hole depth in the base material: 11.000 in.

Minimum thickness of the base material: 12.000 in.

Hilti Heavy Hex Head headed stud anchor with 11 in embedment, 3/4, Steel galvanized, installation per instruction for use 1 2
3 4
x
y

6.000 6.000

1.500 9.000 1.500

6.000 6.000
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Address: Specifier: chreva
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Design: Drafts_P19496 (79581) HILTI Date: 6/5/2024
Fastening point:

2.1 Input data
Anchor plate: Shape: Rectangular
lx x ly x t = 12.000 in x 12.000 in x 0.750 in
Calculation: CBFEM
Material: ASTM A36; Fy = 36,000 psi; εlim = 5.00%
Anchor type and size: Heavy Hex Head ASTM F 1554 GR. 55 3/4, hef = 11.000 in Anchor stiffness: The anchor is modeled considering stiffness values determined from load displacement curves tested in an independent laboratory. Please note that no simple replacement of the anchor is possible as the anchor stiffness has a major impact on the load distribution results.

Design method: AISC and LRFD-based design using component-based FEM Seismic loads (cat. C, D, E or F): Tension load: Yes (17.10.5.3 (d)) Shear load: Yes (17.10.6.3 (c))
Stand-off installation: eb = 0.000 in (No stand-off); t = 0.750 in Profile: HSS6X6X.1875; (L x W x T x FT) = 6.000 in x 6.000 in x 0.188 in x - Material: ASTM A500 Gr.C Rect; Fy = 50,000 psi; εlim = 5.00% Eccentricity x: 0.000 in
Eccentricity y: 0.000 in
Base material: Cracked concrete; Custom; fc,cyl = 4,500 psi; h = 18.000 in; E = 3,823,676 psi; G = 1,662,468 psi; v = 0.15; D = 145.00 lb/ft³
Welds (profile to anchor plate): Type of redistribution: Plastic Material: E70xx
Stiffeners: Geometry: Chamfered; size = lx x ly x t = 2.500 in x 2.500 in x 0.250 in Material: ASTM A36; Fy = 36,000 psi; εlim = 5.00%
Welds (stiffeners to profile/anchor
plate):

Type of redistribution: Plastic
Material: E70xx
Mesh size: Number of elements on edge: 8
Min. size of element: 0.394 in
Max. size of element: 1.969 in

2.2 Summary
Description Profile Stiffeners Anchor plate Welds [%] Concrete [%] sEd [psi] ePl [%] sEd [psi] ePl [%] sEd [psi] ePl [%] Hole bearing [%]
1 0.9D-Ev+Ehx
+0.3Ehz
18,480 0.00 28,007 0.00 14,367 0.00 1 66 5
2 0.9D-Ev+Ehx
+0.3Ehz
18,323 0.00 27,930 0.00 14,297 0.00 1 65 5
3 1.2D+Ev+Ehx
+0.3Ehz+0.2
S
18,280 0.00 27,843 0.00 14,228 0.00 1 65 5
4 1.2D+Ev+Ehx
+0.3Ehz+0.2
S
18,125 0.00 27,767 0.00 14,158 0.00 1 65 5
5 0.9D-Ev+Ehz 16,406 0.00 26,247 0.00 13,450 0.00 1 60 5 6 0.9D-Ev+Ehx 18,680 0.00 26,158 0.00 13,235 0.00 1 61 5 7 0.9D-Ev+Ehx 18,550 0.00 26,046 0.00 13,187 0.00 1 60 5 8 1.2D+Ev+Ehz
+0.2S
16,291 0.00 26,002 0.00 13,304 0.00 1 59 5
9 1.2D+Ev+Ehx
+0.2S
18,470 0.00 25,902 0.00 13,085 0.00 1 60 5
10 1.2D+Ev+Ehx
+0.2S
18,352 0.00 25,814 0.00 13,050 0.00 1 60 5
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Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 12 11 0.9D-Ev+Ehx
+0.3Ehz
16,335 0.00 25,276 0.00 13,033 0.00 1 57 5
12 0.9D-Ev+Ehz
+0.3Ehx
19,284 0.00 25,059 0.00 12,601 0.00 1 58 5
13 0.9D-Ev+Ehx
+0.3Ehz
19,127 0.00 24,283 0.00 12,187 0.00 1 56 5
14 0.9D-Ev+Ehx
+0.3Ehz
19,077 0.00 24,270 0.00 12,175 0.00 1 56 5
15 0.9D-Ev+Ehx
+0.3Ehz
16,247 0.00 25,109 0.00 12,942 0.00 1 57 5
16 1.2D+Ev+Ehx
+0.3Ehz+0.2
S
16,238 0.00 25,059 0.00 12,903 0.00 1 57 5
17 0.9D-Ev+Ehx 13,858 0.00 20,488 0.00 10,808 0.00 1 47 4 18 1.2D+Ev+Ehx
+0.3Ehz+0.2
S
18,939 0.00 24,040 0.00 12,045 0.00 1 55 5
19 1.2D+Ev+Ehx
+0.3Ehz+0.2
S
18,889 0.00 24,027 0.00 12,033 0.00 1 55 5
20 0.9D-Ev+Ehz 16,993 0.00 19,891 0.00 9,853 0.00 1 46 5

2.3 Anchor plate classification
Results below are displayed for the decisive load combinations: 0.9D-Ev+Ehx+0.3Ehz Anchor tension forces Equivalent rigid anchor plate (CBFEM) Component-based Finite Element Method (CBFEM) anchor plate design
Anchor 1 5.578 kip 6.069 kip
Anchor 2 1.198 kip 1.409 kip
Anchor 3 1.447 kip 1.726 kip
Anchor 4 -0.001 kip -0.001 kip
User accepted to consider the selected anchor plate as rigid by his/her engineering judgement. This means the anchor design guidelines can be applied.

2.4 Profile/Stiffeners/Plate
Profile and stiffeners are verified at the level of the steel to concrete connection. The connection design does not replace the steel design for critical cross sections, which should be performed outside of PROFIS Engineering.

2.4.1 Equivalent stress and plastic strain
Part Load
combination
Material fy [psi] elim [%] sEd [psi] ePl [%] Status
Plate 0.9D-Ev+Ehx+0.3
Ehz
ASTM A36 36,000 5.00 14,367 0.00 OK
Profile 0.9D-Ev+Ehx+0.3
Ehz
ASTM A500 Gr.C
Rect
50,000 5.00 14,364 0.00 OK
Profile 0.9D-Ev+Ehx+0.3
Ehz
ASTM A500 Gr.C
Rect
50,000 5.00 14,630 0.00 OK
Profile 0.9D-Ev+Ehx+0.3
Ehz
ASTM A500 Gr.C
Rect
50,000 5.00 14,614 0.00 OK
Profile 0.9D-Ev+Ehx+0.3
Ehz
ASTM A500 Gr.C
Rect
50,000 5.00 19,284 0.00 OK
Stiffener 0.9D-Ev+Ehx+0.3
Ehz
ASTM A36 36,000 5.00 28,007 0.00 OK
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Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 13 2.4.1.1 Equivalent stress
Results below are displayed for the decisive load combination: 1 - 0.9D-Ev+Ehx+0.3Ehz 50,000 psi
0 psi
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Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 14 2.4.1.2 Plastic strain
Results below are displayed for the decisive load combination: 1 - 0.9D-Ev+Ehx+0.3Ehz

5.00%

0.00%

2.4.2 Plate hole bearing resistance, AISC 360-16 Section J3 Decisive load combination: 1 - 0.9D-Ev+Ehx+0.3Ehz
Equations
Rn = min(1.2 lc t Fu , 2.4 d t Fu) (AISC 360-16 J3-6a, c) FRn = 0.75 Rn
V ≤ FRn
Variables
lc [in] t [in] Fu [psi] d [in] Rn [kip]
Anchor 1 1.681 0.750 58,000 0.750 78.300
Anchor 2 1.668 0.750 58,000 0.750 78.300
Anchor 3 1.482 0.750 58,000 0.750 77.357
Anchor 4 11.915 0.750 58,000 0.750 78.300
Results
V [kip] FRn [kip] Utilization [%] Status
Anchor 1 0.214 58.725 1 OK
Anchor 2 0.152 58.725 1 OK
Anchor 3 0.147 58.018 1 OK
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2.5 Welds
Profiles are modeled without taking the corner radius into account. Special rules for welding (e.g. for cold-formed profiles ...) are not taken into account by the software.

2.5.1 Anchor plate to profile
Decisive load combination: 1 - 0.9D-Ev+Ehx+0.3Ehz
Equations
Fnw = 0.6 FEXX (1.0 + 0.5sin1.5 Q)
FRn = F Fnw Aw
Utilization =
Fn
F Rn
Variables
Edge Xu Th [in] Ls [in] L [in] Lc [in] FEXX [psi] Q [°] Aw [in²] Member 1-tfl 1 E70xx 0.132 0.187 5.984 0.748 70,000 78.8 0.10 Member 1-bfl 1 E70xx 0.132 0.187 5.984 0.748 70,000 86.7 0.10 Member 1-w 1 E70xx 0.132 0.187 5.609 0.701 70,000 30.6 0.09 Member 1-w 2 E70xx 0.132 0.187 5.609 0.701 70,000 36.7 0.09 Results
Edge Fn [kip] FRn [kip] Utilization [%] Status
Member 1-tfl 1 1.588 4.622 35 OK
Member 1-bfl 1 1.035 4.662 23 OK
Member 1-w 1 0.790 3.445 23 OK
Member 1-w 2 0.574 3.588 16 OK

2.5.2 Stiffeners to profile/anchor plate
Decisive load combination: 1 - 0.9D-Ev+Ehx+0.3Ehz
Equations
Fnw = 0.6 FEXX (1.0 + 0.5sin1.5 Q)
FRn = F Fnw Aw
Utilization =
Fn
F Rn
Variables
Edge Xu Th [in] Ls [in] L [in] Lc [in] FEXX [psi] Q [°] Aw [in²] Stiffenera E70xx 0.132 0.187 2.488 0.415 70,000 58.6 0.05 Stiffenera 1 E70xx 0.132 0.187 2.488 0.415 70,000 72.2 0.05 Stiffenerb E70xx 0.132 0.187 2.488 0.415 70,000 72.0 0.05 Stiffenerb 1 E70xx 0.132 0.187 2.488 0.415 70,000 57.5 0.05 Cudahy Park Renovation Project, Project # PRE-001 Document Control 421 of 1214 Page 451 of 1692 Hilti PROFIS Engineering 3.0.95
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Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 16 Edge Xu Th [in] Ls [in] L [in] Lc [in] FEXX [psi] Q [°] Aw [in²] Stiffenerc E70xx 0.132 0.187 2.476 0.413 70,000 4.9 0.05 Stiffenerc 1 E70xx 0.132 0.187 2.476 0.413 70,000 21.4 0.05 Stiffenerd E70xx 0.132 0.187 2.488 0.415 70,000 62.9 0.05 Stiffenerd 1 E70xx 0.132 0.187 2.488 0.415 70,000 83.7 0.05 Results
Edge Fn [kip] FRn [kip] Utilization [%] Status
Stiffenera 1.572 2.404 66 OK
Stiffenera 1 0.699 2.525 28 OK
Stiffenerb 0.172 2.524 7 OK
Stiffenerb 1 0.433 2.393 19 OK
Stiffenerc 0.122 1.737 8 OK
Stiffenerc 1 0.173 1.905 10 OK
Stiffenerd 0.917 2.449 38 OK
Stiffenerd 1 0.624 2.579 25 OK

2.6 Concrete
Decisive load combination: 4 - 1.2D+Ev+Ehx+0.3Ehz+0.2S

2.6.1 Compression in concrete under the anchor plate
614 psi
0 psi

2.6.2 Concrete block compressive strength resistance check, AISC 360-16 Section J8 Cudahy Park Renovation Project, Project # PRE-001 Document Control 422 of 1214 Page 452 of 1692 Hilti PROFIS Engineering 3.0.95
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Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 17 Equations
Fp = F fp,max
fp,max = 0.85 fc' √(
A
2 A
1 ) ≤ 1.7 fc; √(
A
2 A
1 ) ≤ 2
s =
N
A
1 Utilization =
s
Fp
Variables
N [kip] fc' [psi] F A1 [in²] A2 [in²]

9.613 4,500 0.65 40.87 750.37
Results
Load combination Fp [psi] s [psi] Utilization [%] Status

0.9D-Ev+Ehx+0.3Ehz 4,973 235 5 OK
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Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 18 2.7 Symbol explanation
A1 Loaded area of concrete
A2 Supporting area
Aw Effective area of weld critical element
d Nominal diameter of the bolt
elim Limit plastic strain
ePl Plastic strain from CBFEM results
fc Concrete compressive strength
fc' Concrete compressive strength
FEXX Electrode classification number, i.e. minimum specified tensile strength Fu Specified minimum tensile strength of the connected material Fn Force in weld critical element
Fnw Nominal stress of the weld material
Fp Concrete block design bearing strength
fp,max Concrete block design bearing strength maximum
fy Yield strength
lc Clear distance, in the direction of the force, between the edge of the hole and the edge of the adjacent hole or edge of the material
L Length of weld
Lc Length of weld critical element
Ls Leg size of weld
N Resulting compression force
s Average stress in concrete
sEd Equivalent stress
F Resistance factor
FRn
Factored resistance
Rn Resistance
t Thickness of the anchor plate
Q Angle of loading measured from the weld longitudinal axis Th Throat thickness of weld
V Resultant of shear forces Vy, Vz in bolt.

Xu Filler metal tensile strength

2.8 Warnings
● By using the CBFEM calculation functionality of PROFIS Engineering you may act outside the applicable design codes and your specified anchor plate may not behave rigid. Please, validate the results with a professional designer and/or structural engineer to ensure suitability and adequacy for your specific jurisdiction and project requirements. ● The anchor is modeled considering stiffness values determined from load displacement curves tested in an independent laboratory. Please note that no simple replacement of the anchor is possible as the anchor stiffness has a major impact on the load distribution results.

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Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 19 3 Summary of results
Design of the anchor plate, anchors, welds and other elements are based on CBFEM (component based finite element method) and AISC.

Load combination Max. utilization Status
Anchors 1.2D+Ev+Ehx+0.3Ehz+0.2S 39% OK
Anchor plate 0.9D-Ev+Ehx+0.3Ehz 40% OK
Welds 0.9D-Ev+Ehx+0.3Ehz 66% OK
Stiffeners 0.9D-Ev+Ehx+0.3Ehz 78% OK
Concrete 0.9D-Ev+Ehx+0.3Ehz 5% OK
Profile 0.9D-Ev+Ehz+0.3Ehx 39% OK
Fastening meets the design criteria!
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Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 20 4 Remarks; Your Cooperation Duties
● Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you.

Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application.
● You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you.

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Address:

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Date:
1 chreva
6/5/2024
Specifier's comments:
1 Input data
Anchor type and diameter: HIT-HY 200 V3 + HAS-E-55 (ASTM F1554 Gr.55) 3/4 Item number: 2198002 HAS-E-55 3/4"x14" (element) / 2334276 HIT-HY 200-R V3 (adhesive)
Effective embedment depth: hef,act = 11.000 in. (hef,limit = - in.) Material: ASTM F1554 Grade 55
Evaluation Service Report: ESR-4868
Issued I Valid: 11/1/2022 | 11/1/2024
Proof: Design Method ACI 318-19 / Chem
Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.750 in.

Anchor plateCBFEM : lx
x ly x t = 12.000 in. x 12.000 in. x 0.750 in.;
Profile: Square HSS (AISC), HSS6X6X.1875; (L x W x T) = 6.000 in. x 6.000 in. x 0.188 in.

Base material: cracked concrete, Custom, fc' = 4,500 psi; h = 18.000 in., Temp. short/long: 32/32 °F Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar
Seismic loads (cat. C, D, E, or F) Tension load: yes (17.10.5.3 (d)) Shear load: yes (17.10.6.3 (c))
CBFEM - The anchor calculation is based on a component-based Finite Element Method (CBFEM) Geometry [in.] & Loading [kip, in.kip]
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1.1 Load combination and design results
Case Description Forces [kip] / Moments [in.kip] Seismic Max. Util. Anchor [%] 1 0.9D-Ev+Ehx+0.3Ehz N = -0.200; Vx = 0.500; Vy = 0.500; Mx = -54.400000; My = 57.800000; Mz = 0.100000;
Nsus = 0.000; Mx,sus = 0.000000; My,sus = 0.000000;
yes 60
2 0.9D-Ev+Ehx+0.3Ehz N = -0.300; Vx = -0.500; Vy = -0.500; Mx = 54.400000; My = -57.800000; Mz = -0.100000;
Nsus = 0.000; Mx,sus = 0.000000; My,sus = 0.000000;
yes 59
3 1.2D+Ev+Ehx+0.3Ehz+0.2S N = -0.600; Vx = 0.500; Vy = 0.500; Mx = -54.800000; My = 58.100000; Mz = 0.100000;
Nsus = 0.000; Mx,sus = 0.000000; My,sus = 0.000000;
yes 59
4 1.2D+Ev+Ehx+0.3Ehz+0.2S N = -0.700; Vx = -0.500; Vy = -0.500; Mx = 54.800000; My = -58.100000; Mz = -0.100000;
Nsus = 0.000; Mx,sus = 0.000000; My,sus = 0.000000;
yes 59
5 0.9D-Ev+Ehz N = -0.200; Vx = 0.600; Vy = -0.300;
Mx = 38.000000; My = 65.900000; Mz = -0.100000;
Nsus = 0.000; Mx,sus = 0.000000; My,sus = 0.000000;
yes 55
6 0.9D-Ev+Ehx N = -0.200; Vx = 0.300; Vy = 0.600;
Mx = -65.800000; My = 38.000000; Mz = 0.100000;
Nsus = 0.000; Mx,sus = 0.000000; My,sus = 0.000000;
yes 56
7 0.9D-Ev+Ehx N = -0.300; Vx = -0.300; Vy = 0.600;
Mx = -65.800000; My = -38.000000; Mz = 0.100000;
Nsus = 0.000; Mx,sus = 0.000000; My,sus = 0.000000;
yes 55
8 1.2D+Ev+Ehz+0.2S N = -0.600; Vx = 0.600; Vy = -0.300; Mx = 38.200000; My = 66.300000; Mz = -0.100000;
Nsus = 0.000; Mx,sus = 0.000000; My,sus = 0.000000;
yes 54
9 1.2D+Ev+Ehx+0.2S N = -0.600; Vx = 0.300; Vy = 0.600;
Mx = -66.200000; My = 38.200000; Mz = 0.100000;
Nsus = 0.000; Mx,sus = 0.000000; My,sus = 0.000000;
yes 55
10 1.2D+Ev+Ehx+0.2S N = -0.700; Vx = -0.300; Vy = 0.600; Mx = -66.200000; My = -38.300000; Mz = 0.100000;
Nsus = 0.000; Mx,sus = 0.000000; My,sus = 0.000000;
yes 55
11 0.9D-Ev+Ehx+0.3Ehz N = -0.200; Vx
= 0.700; Vy = -0.200;
Mx = 22.800000; My = 76.000000; Mz = 0.000000;
Nsus = 0.000; Mx,sus = 0.000000; My,sus = 0.000000;
yes 63
12 0.9D-Ev+Ehz+0.3Ehx N = -0.300; Vx = 0.200; Vy = -0.700; Mx = 76.000000; My = 22.800000; Mz = -0.100000;
Nsus = 0.000; Mx,sus = 0.000000; My,sus = 0.000000;
yes 62
13 0.9D-Ev+Ehx+0.3Ehz N = -0.300; Vx = 0.200; Vy = -0.700; Mx = 77.200000; My = 18.300000; Mz = -0.100000;
Nsus = 0.000; Mx,sus = 0.000000; My,sus = 0.000000;
yes 62
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6/5/2024
Case Description Forces [kip] / Moments [in.kip] Seismic Max. Util. Anchor [%] 14 0.9D-Ev+Ehx+0.3Ehz N = -0.300; Vx = -0.200; Vy = 0.700; Mx = -77.200000; My = -18.300000; Mz = 0.100000;
Nsus = 0.000; Mx,sus = 0.000000; My,sus = 0.000000;
yes 62
15 0.9D-Ev+Ehx+0.3Ehz N = -0.400; Vx = -0.700; Vy = 0.200; Mx = -22.800000; My = -76.100000; Mz = 0.000000;
Nsus = 0.000; Mx,sus = 0.000000; My,sus = 0.000000;
yes 62
16 1.2D+Ev+Ehx+0.3Ehz+0.2S N = -0.600; Vx = 0.700; Vy = -0.200; Mx = 22.900000; My = 76.500000; Mz = 0.000000;
Nsus = 0.000; Mx,sus = 0.000000; My,sus = 0.000000;
yes 62
17 0.9D-Ev+Ehx N = -0.200; Vx = 0.700; Vy = 0.000;
Mx = 0.000000; My = 76.000000; Mz = 0.000000;
Nsus = 0.000; Mx,sus = 0.000000; My,sus = 0.000000;
yes 58
18 1.2D+Ev+Ehx+0.3Ehz+0.2S N = -0.700; Vx = 0.200; Vy = -0.700; Mx = 77.700000; My = 18.400000; Mz = -0.100000;
Nsus = 0.000; Mx,sus = 0.000000; My,sus = 0.000000;
yes 61
19 1.2D+Ev+Ehx+0.3Ehz+0.2S N = -0.700; Vx = -0.200; Vy = 0.700; Mx = -77.700000; My = -18.400000; Mz = 0.100000;
Nsus = 0.000; Mx,sus = 0.000000; My,sus = 0.000000;
yes 61
20 0.9D-Ev+Ehz N = -0.300; Vx = 0.000; Vy = -0.700;
Mx = 76.000000; My = 0.000000; Mz = -0.100000;
Nsus = 0.000; Mx,sus = 0.000000; My,sus = 0.000000;
yes 57
Cudahy Park Renovation Project, Project # PRE-001 Document Control 429 of 1214 Page 459 of 1692 www.hilti.com
Hilti PROFIS Engineering 3.0.95
Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 4 Company:

Address:

Phone I Fax:

Design:

Fastening point:
|
Drafts_P19496 (79581) HILTI
Page:

Specifier:

E-Mail:

Date:
4 chreva
6/5/2024
2 Proof I Utilization (Governing Cases)
Design values [kip] Utilization
Loading Proof Load Capacity bN / b
V [%] Status
Tension Concrete Breakout Failure 9.669 15.594 63 / - OK Shear Concrete edge failure in direction y- 0.707 13.885 - / 6 OK Loading bN
b
V
z Utilization b
N,V [%] Status
Combined tension and shear loads 0.620 0.052 5/3 46 OK
3 Warnings
• Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria!
Cudahy Park Renovation Project, Project # PRE-001 Document Control 430 of 1214 Page 460 of 1692 www.hilti.com
Hilti PROFIS Engineering 3.0.95
Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 5 Company:

Address:

Phone I Fax:

Design:

Fastening point:
|
Drafts_P19496 (79581) HILTI
Page:

Specifier:

E-Mail:

Date:
5 chreva
6/5/2024
4 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.

Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you.

Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application.
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Cudahy Park Renovation Project, Project # PRE-001 Document Control 431 of 1214 Page 461 of 1692 strong axis
N Vx Vy Mz Mx My
LC Load Combination Description [k] [k] [k] [in-kip] [in-kip] [in-kip] 92 1.4D -0.6 0.0 0.0 0.0 0.0 0.0 Column1
93 1.2D + 0.5Lr -0.8 0.0 0.0 0.0 0.0 0.0 Column1
94 1.2D + 0.5S -0.6 0.0 0.0 0.0 0.0 0.0 Column1
95 1.2D + 1.6Lr + 0.5Wx (LC A) -1.4 0.0 0.0 0.0 -2.9 -1.8 Column3 96 1.2D + 1.6Lr + 0.5Wx (LC B) -1.4 0.0 0.0 0.0 0.0 2.2 Column1 97 1.2D + 1.6Lr + 0.5Wz (LC A) -1.3 0.0 0.0 0.0 1.9 -0.1 Column1 98 1.2D + 1.6Lr + 0.5Wz (LC B) -1.5 0.0 0.0 0.0 -0.7 -1.3 Column5 99 1.2D + 1.6Lr + 0.5Wx (Min.) -1.4 0.0 0.0 0.0 -3.3 -2.0 Column3 100 1.2D + 1.6Lr + 0.5Wz (Min.) -1.4 0.0 0.0 0.0 -2.2 -3.9 Column5 101 1.2D + 1.6Lr + 0.5(0.75Wx (LC A)+0.75Wz (LC A)) -1.5 0.0 0.0 0.0 -1.4 2.4 Column2 102 1.2D + 1.6Lr + 0.5(0.75Wx (LC B)+0.75Wz (LC B)) -1.5 0.0 0.0 0.0 -1.0 1.7 Column2 103 1.2D + 1.6Lr + 0.5(0.75Wx (Min.)+0.75Wz (Min.)) -1.4 0.0 0.0 0.0 -3.3 -2.9 Column4 104 1.2D + 1.6S + 0.5Wx (LC A) -0.5 0.0 0.0 0.0 -2.8 -1.7 Column3 105 1.2D + 1.6S + 0.5Wx (LC B) -0.4 0.0 0.0 0.0 0.0 -2.3 Column4 106 1.2D + 1.6S + 0.5Wz (LC A) -0.4 0.0 0.0 0.0 -1.9 0.0 Column4 107 1.2D + 1.6S + 0.5Wz (LC B) -0.6 0.0 0.0 0.0 0.7 1.1 Column2 108 1.2D + 1.6S + 0.5Wx (Min.) -0.5 0.0 0.0 0.0 -3.2 1.8 Column2 109 1.2D + 1.6S + 0.5Wz (Min.) -0.6 0.0 0.0 0.0 2.2 3.7 Column2 110 1.2D + 1.6S + 0.5(0.75Wx (LC A)+0.75Wz (LC A)) -0.5 0.0 0.0 0.0 -1.4 -2.5 Column4 111 1.2D + 1.6S + 0.5(0.75Wx (LC B)+0.75Wz (LC B)) -0.6 0.0 0.0 0.0 1.0 -1.8 Column5 112 1.2D + 1.6S + 0.5(0.75Wx (Min.)+0.75Wz (Min.)) -0.5 0.0 0.0 0.0 3.2 2.8 Column1 113 1.2D + 1.6Su + 0.5Wx (LC A) -0.5 0.0 0.0 0.0 -2.8 -1.7 Column3 114 1.2D + 1.6Su + 0.5Wx (LC B) -0.4 0.0 0.0 0.0 0.0 -2.3 Column4 115 1.2D + 1.6Su + 0.5Wz (LC A) -0.4 0.0 0.0 0.0 -1.9 0.0 Column4 116 1.2D + 1.6Su + 0.5Wz (LC B) -0.6 0.0 0.0 0.0 0.7 1.1 Column2 117 1.2D + 1.6Su + 0.5Wx (Min.) -0.5 0.0 0.0 0.0 -3.2 1.8 Column2 118 1.2D + 1.6Su + 0.5Wz (Min.) -0.6 0.0 0.0 0.0 2.2 3.7 Column2 119 1.2D + 1.6Su + 0.5(0.75Wx (LC A)+0.75Wz (LC A)) -0.5 0.0 0.0 0.0 -1.4 -2.5 Column4 120 1.2D + 1.6Su + 0.5(0.75Wx (LC B)+0.75Wz (LC B)) -0.6 0.0 0.0 0.0 1.0 -1.8 Column5 121 1.2D + 1.6Su + 0.5(0.75Wx (Min.)+0.75Wz (Min.)) -0.5 0.0 0.0 0.0 3.2 2.8 Column1 122 1.2D + 1.6Ssliding + 0.5Wx (LC A) -0.5 0.0 0.0 0.0 -2.8 -1.7 Column3 123 1.2D + 1.6Ssliding + 0.5Wx (LC B) -0.4 0.0 0.0 0.0 0.0 -2.3 Column4 124 1.2D + 1.6Ssliding + 0.5Wz (LC A) -0.4 0.0 0.0 0.0 -1.9 0.0 Column4 125 1.2D + 1.6Ssliding + 0.5Wz (LC B) -0.6 0.0 0.0 0.0 0.7 1.1 Column2 126 1.2D + 1.6Ssliding + 0.5Wx (Min.) -0.5 0.0 0.0 0.0 -3.2 1.8 Column2 127 1.2D + 1.6Ssliding + 0.5Wz (Min.) -0.6 0.0 0.0 0.0 2.2 3.7 Column2 128 1.2D + 1.6Ssliding + 0.5(0.75Wx (LC A)+0.75Wz (LC A)) -0.5 0.0 0.0 0.0 -1.4 -2.5 Column4 129 1.2D + 1.6Ssliding + 0.5(0.75Wx (LC B)+0.75Wz (LC B)) -0.6 0.0 0.0 0.0 1.0 -1.8 Column5 130 1.2D + 1.6Ssliding + 0.5(0.75Wx (Min.)+0.75Wz (Min.)) -0.5 0.0 0.0 0.0 3.2 2.8 Column1 131 1.2D + 1.6Sdrift + 0.5Wx (LC A) -0.5 0.0 0.0 0.0 -2.8 -1.7 Column3 132 1.2D + 1.6Sdrift + 0.5Wx (LC B) -0.4 0.0 0.0 0.0 0.0 -2.3 Column4 133 1.2D + 1.6Sdrift + 0.5Wz (LC A) -0.4 0.0 0.0 0.0 -1.9 0.0 Column4 134 1.2D + 1.6Sdrift + 0.5Wz (LC B) -0.6 0.0 0.0 0.0 0.7 1.1 Column2 135 1.2D + 1.6Sdrift + 0.5Wx (Min.) -0.5 0.0 0.0 0.0 -3.2 1.8 Column2 136 1.2D + 1.6Sdrift + 0.5Wz (Min.) -0.6 0.0 0.0 0.0 2.2 3.7 Column2 137 1.2D + 1.6Sdrift + 0.5(0.75Wx (LC A)+0.75Wz (LC A)) -0.5 0.0 0.0 0.0 -1.4 -2.5 Column4 138 1.2D + 1.6Sdrift + 0.5(0.75Wx (LC B)+0.75Wz (LC B)) -0.6 0.0 0.0 0.0 1.0 -1.8 Column5 139 1.2D + 1.6Sdrift + 0.5(0.75Wx (Min.)+0.75Wz (Min.)) -0.5 0.0 0.0 0.0 3.2 2.8 Column1 140 1.2D + 1.0Wx (LC A) + 0.5Lr -0.7 0.0 0.0 0.0 -5.7 -3.4 Column3 141 1.2D + 1.0Wx (LC B) + 0.5Lr -0.8 0.0 0.0 0.0 -4.0 -2.3 Column3 142 1.2D + 1.0Wz (LC A) + 0.5Lr -0.8 0.0 0.0 0.0 -1.9 3.3 Column3 143 1.2D + 1.0Wz (LC B) + 0.5Lr -1.0 0.0 0.0 0.0 1.3 2.3 Column2 144 1.2D + 1.0Wx (Min.) + 0.5Lr -0.8 0.0 0.0 0.0 -6.5 3.7 Column2 145 1.2D + 1.0Wz (Min.) + 0.5Lr -0.8 0.1 0.0 0.0 4.3 7.5 Column2 146 1.2D + 1.0(0.75Wx (LC A)+0.75Wz (LC A)) + 0.5Lr -0.7 0.0 0.0 0.0 -2.9 -5.0 Column4 147 1.2D + 1.0(0.75Wx (LC B)+0.75Wz (LC B)) + 0.5Lr -0.9 0.0 0.0 0.0 2.0 -3.5 Column5 148 1.2D + 1.0(0.75Wx (Min.)+0.75Wz (Min.)) + 0.5Lr -0.8 0.0 0.0 0.0 6.5 5.6 Column1 149 1.2D + 1.0Wx (LC A) + 0.5S -0.5 0.0 0.0 0.0 -5.7 -3.3 Column3 150 1.2D + 1.0Wx (LC B) + 0.5S -0.3 0.0 0.0 0.0 0.0 -4.7 Column4 151 1.2D + 1.0Wz (LC A) + 0.5S -0.3 0.0 0.0 0.0 -3.8 0.0 Column4 152 1.2D + 1.0Wz (LC B) + 0.5S -0.6 0.0 0.0 0.0 -1.3 -2.3 Column5 153 1.2D + 1.0Wx (Min.) + 0.5S -0.5 0.0 0.0 0.0 -6.4 3.7 Column2 154 1.2D + 1.0Wz (Min.) + 0.5S -0.6 0.1 0.0 0.0 4.3 7.4 Column2 155 1.2D + 1.0(0.75Wx (LC A)+0.75Wz (LC A)) + 0.5S -0.5 0.0 0.0 0.0 -5.7 0.0 Column3 156 1.2D + 1.0(0.75Wx (LC B)+0.75Wz (LC B)) + 0.5S -0.7 0.0 0.0 0.0 -4.0 0.0 Column3 157 1.2D + 1.0(0.75Wx (Min.)+0.75Wz (Min.)) + 0.5S -0.5 0.0 0.0 0.0 6.4 5.6 Column1 Strength Design Reactions (Factored)
Column*

STRENGTH DESIGN COLUMN BASE REACTIONS
Cudahy Park Renovation Project, Project # PRE-001 Document Control 432 of 1214 Page 462 of 1692 strong axis
N Vx Vy Mz Mx My
Strength Design Reactions (Factored)
Column*
158 0.9D + 1.0Wx (LC A) -0.3 0.0 0.0 0.0 -5.7 -3.3 Column3 159 0.9D + 1.0Wx (LC B) -0.4 0.0 0.0 0.0 -4.0 -2.3 Column3 160 0.9D + 1.0Wz (LC A) -0.1 0.0 0.0 0.0 -3.8 0.0 Column4 161 0.9D + 1.0Wz (LC B) -0.4 0.0 0.0 0.0 -1.3 -2.3 Column5 162 0.9D + 1.0Wx (Min.) -0.4 0.0 0.0 0.0 6.4 -3.7 Column5 163 0.9D + 1.0Wz (Min.) -0.4 0.1 0.0 0.0 4.3 7.4 Column2 164 0.9D + 1.0(0.75Wx (LC A)+0.75Wz (LC A)) -0.5 0.0 0.0 0.0 -2.8 4.9 Column2 165 0.9D + 1.0(0.75Wx (LC B)+0.75Wz (LC B)) -0.6 0.0 0.0 0.0 -2.0 3.5 Column2 166 0.9D + 1.0(0.75Wx (Min.)+0.75Wz (Min.)) -0.4 0.0 0.0 0.0 6.4 5.6 Column1 167 1.2D+Ev+Ehx+0.2S -0.6 0.3 0.6 0.1 -66.2 38.2 Column2 168 0.9D-Ev+Ehx -0.2 0.3 0.6 0.1 -65.8 38.0 Column2
169 1.2D+Ev+Ehz+0.2S -0.6 0.6 -0.3 -0.1 38.2 66.3 Column2 170 0.9D-Ev+Ehz -0.2 0.6 -0.3 -0.1 38.0 65.9 Column2
171 1.2D+Ev+Ehx+0.3Ehz+0.2S -0.6 0.5 0.5 0.1 -54.8 58.1 Column2 172 0.9D-Ev+Ehx+0.3Ehz -0.2 0.5 0.5 0.1 -54.4 57.8 Column2 173 1.2D+Ev+Ehz+0.3Ehx+0.2S -0.6 0.7 -0.2 0.0 18.4 77.7 Column2 174 0.9D-Ev+Ehz+0.3Ehx -0.2 0.7 -0.2 0.0 18.3 77.3 Column2 *Columns identified are determined from expected peak anchor stress for the given load combination Cudahy Park Renovation Project, Project # PRE-001 Document Control 433 of 1214 Page 463 of 1692 Bolt Check: (2) 0.625'' Diameter, A325 Bolts
1 Shear RN/Ω 8.3 kip 0.2 kip OK
2 Tension RN/Ω 13.8 kip 0.3 kip OK
3 Bearing RN/Ω 16.2 kip 0.2 kip OK
End Plate Check: 0.375'' Thick
4 Shear Yielding RN/Ω 18.7 kip 0.3 kip OK
5 Shear Rupture RN/Ω 18.1 kip 0.3 kip OK
6 Weld Check w = 0.125" RN/Ω 1.9 kip/in 0.0 kip/in OK
Geometry Check:

Minimum Bolt Spacing 1.7 in 1.7 in
Fx (Axial) Fy Fz Mx My Mz
[k] [k] [k] [k-in] [k-in] [k-in]
1 -0.7 0.3 0.0 0.0 0.0 0.0
2 -0.7 0.3 0.0 0.0 0.0 0.0
3 -0.7 0.3 0.0 0.0 0.0 0.0
4 -0.7 0.3 0.0 0.0 0.0 0.0
5 -0.7 0.3 0.0 0.0 0.0 0.0
6 -0.7 0.3 0.0 0.0 0.0 0.0
7 -0.7 0.3 0.0 0.0 0.0 0.0
x=1.73 in
60˚

2.5 in
Lp= 5 in 1.68 in
HSS5X3X0.125

2.5 in
Wp = 3.46 in
Plan View Connection Elevation End Plate Elevation End Plate Section Member Height (in): Number of Bolts:

Member Width (in): Bolt Diameter (in):

Member Thickness (in): End Plate Thickness (in):

End Plate Weld Size (in): Flange Plate Thickness (in):

TENSION MEMBER TO COLUMN - 2 BOLTS RP OK

0.125 0.375

0.125 NONE

1.66 in
5 2
3 0.625
18 Tension1

1.66 in
18 Tension1
18 Tension1
18 Tension3
18 Tension3
18 Tension1
18 Tension3
Design Forces / Moments
Check Load Combination Member
OK
Allowable Actual
7 Plate Thickness (tP) 0.09 in 0.38 in
AISC (J2-3) 18 / Tension3
Allowable Actual Load Combination / Member
AISC (J4-3) 18 / Tension1
AISC J3.3
18 / Tension1
Allowable Actual Load Combination / Member
AISC (J3-1) 18 / Tension3
AISC (J4-4) 18 / Tension1
18 / Tension3
2 BOLTS

TENSION MEMBER TO COLUMN
AISC (J3-1) 18 / Tension1
AISC (J3-6b,d)
x
Mz, pl
Fx,
Ftb
Fbb
P
PL
W
M
22 4
Cudahy Park Renovation Project, Project # PRE-001 Document Control 434 of 1214 Page 464 of 1692 Bolt Check: (2) 0.625'' Diameter, A325 Bolts
1 Shear RN/Ω 8.3 kip 0.3 kip OK
2 Tension RN/Ω 13.8 kip 0.1 kip OK
3 Bearing RN/Ω 20.4 kip 0.3 kip OK
End Plate Check: 0.375'' Thick
4 Shear Yielding RN/Ω 34.4 kip 0.3 kip OK
5 Shear Rupture RN/Ω 32.6 kip 0.3 kip OK
6 Weld Check w = 0.125" RN/Ω 1.9 kip/in 0.0 kip/in OK
Geometry Check:

Minimum Bolt Spacing 1.7 in 2.4 in
Fx (Axial) Fy Fz Mx My Mz
[k] [k] [k] [k-in] [k-in] [k-in]
1 0.8 0.1 0.0 0.0 0.0 0.0
2 -0.1 0.0 0.0 0.0 0.0 0.0
3 0.8 0.1 0.0 0.0 0.0 0.0
4 0.8 0.1 0.0 0.0 0.0 0.0
5 0.8 0.1 0.0 0.0 0.0 0.0
6 0.8 0.1 0.0 0.0 0.0 0.0
7 -0.1 0.0 0.0 0.0 0.0 0.0
x = 2 in
12 4.33

3.19 in
HSS6X4X0.125
Lp= 6.37 in 2.38 in

3.19 in
θ
θ = 19.84˚ Wp = 4 in
Connection Elevation End Plate Elevation End Plate Section Member Height (in): Number of Bolts:

Member Width (in): Bolt Diameter (in):

Member Thickness (in): End Plate Thickness (in):

End Plate Weld Size (in): Flange Plate Thickness (in):

TRUSS TO COLUMN - 2 BOLTS RP OK
4 0.625

0.375
NONE

0.125
18 18
18 Design Forces / Moments
Check Load Combination Member
18 Truss2
70 AISC (J3-1)
AISC (J3-1)
Allowable Load Combination / Member

0.125
70 / Truss2 OK
2 in
18 / Truss2
70 / Truss2
18 / Truss2
18 / Truss2
AISC (J4-3)
AISC (J4-4)
18 / Truss2
Truss2
Truss2

0.04 in 0.38 in
18 AISC J3.3
70 Truss2
AISC (J2-3)
Allowable Actual
Actual
Load Combination / Member
AISC (J3-6b,d)
Allowable Actual
6 2 in

TRUSS TO COLUMN
2 BOLTS
18 / Truss2
Truss2
Truss2
Truss2
2 7 Plate Thickness (tP)
x
Mz, pl
Fx, pl
Ftb
Fbb
P
PL
W
M
22 4
Cudahy Park Renovation Project, Project # PRE-001 Document Control 435 of 1214 Page 465 of 1692 Bolt Check: (2) 0.625'' Diameter, A325 Bolts
1 Shear RN/Ω 8.3 kip 0.1 kip OK
2 Tension RN/Ω 13.8 kip 0.2 kip OK
3 Bearing RN/Ω 18.9 kip 0.1 kip OK
End Plate Check: 0.375'' Thick
4 Shear Yielding RN/Ω 21.6 kip 0.1 kip OK
5 Shear Rupture RN/Ω 21.6 kip 0.1 kip OK
6 Weld Check w = 0.125" RN/Ω 1.9 kip/in 0.0 kip/in OK
Geometry Check:
8 Minimum Bolt Spacing 1.7 in 3.4 in ok
Fx (Axial) Fy Fz Mx My Mz
[k] [k] [k] [k-in] [k-in] [k-in]
1 0.3 -0.1 -0.1 0.0 -0.6 0.9
2 0.2 0.0 0.1 0.0 0.5 0.7
3 0.3 -0.1 -0.1 0.0 -0.6 0.9
4 0.1 0.0 0.1 0.0 0.6 0.2
5 0.1 0.0 0.1 0.0 0.6 0.2
6 0.4 -0.1 0.1 0.0 0.5 1.2
7 0.4 -0.1 0.0 0.0 -0.2 1.4
x = 2 in
12 4.33

3.19 in
HSS6X4X0.125
Lp= 6.37 in 3.38 in

3.19 in
θ = 19.84˚ Wp = 4 in
Connection Elevation End Plate Elevation End Plate Section Member Height (in): Number of Bolts:

Member Width (in): Bolt Diameter (in):

Member Thickness (in): End Plate Thickness (in):

End Plate Weld Size (in): Flange Plate Thickness (in):

TRUSS TO COMPRESSION MEMBER - 2 BOLTS RP OK
68 64
65 68
6 2

0.625

0.125

0.125 NONE
7 Truss1
Truss5

0.07 in
Allowable
AISC J3.3
in
Actual
70 68
Plate Thickness (tP) 0.38
Truss4
Truss6
Check

1.5 in

0.375
65 / Truss5
Actual
Truss5
68 / Truss5 OK
Truss4
4 AISC (J3-6b,d)
64 Truss1
Load Combination Member
64 / Truss1
AISC (J4-4)
AISC (J2-3)
Actual
64 / Truss1
Design Forces / Moments
AISC (J4-3)
Allowable
Load Combination / Member
AISC (J3-1)
68 / Truss4
68 / Truss4
70 / Truss6
Allowable
Load Combination / Member

1.5 in

TRUSS TO COMPRESSION MEMBER
2 BOLTS
AISC (J3-1)
x
Mz, pl Fx, pl
Ftb
Fbb
θ
P
PL
W
M
22 4
Cudahy Park Renovation Project, Project # PRE-001 Document Control 436 of 1214 Page 466 of 1692 Bolt Check: (2) 0.625'' Diameter, A325 Bolts
1 Shear RN/Ω 8.3 kip 0.0 kip OK
2 Tension RN/Ω 13.8 kip 0.1 kip OK
3 Bearing RN/Ω 14.8 kip 0.0 kip OK
End Plate Check: 0.375'' Thick
4 Shear Yielding RN/Ω 23.0 kip 0.0 kip OK
5 Shear Rupture RN/Ω 18.8 kip 0.0 kip OK
6 Weld Check w = 0.125" RN/Ω 1.9 kip/in 0.0 kip/in OK
Geometry Check:

Minimum Bolt Spacing 1.7 in 1.8 in
Fx (Axial) Fy Fz Mx My Mz
[k] [k] [k] [k-in] [k-in] [k-in]
1 0.0 0.0 0.0 0.0 -0.1 0.1
2 0.0 0.0 0.0 0.0 0.1 0.1
3 0.0 0.0 0.0 0.0 -0.1 0.1
4 0.0 0.0 0.0 0.0 0.0 0.1
5 0.0 0.0 0.0 0.0 0.0 0.1
6 0.0 0.0 0.0 0.0 0.1 0.1
7 0.0 0.0 0.0 0.0 0.0 0.1
x = 2 in
12 4.33

2.13 in
HSS4X4X0.125
Minimum Size Lp= 4.25 in 1.75 in

2.13 in
θ = 19.84˚ Wp = 4 in
Connection Elevation End Plate Elevation End Plate Section Member Height (in): Number of Bolts:

Member Width (in): Bolt Diameter (in):

Member Thickness (in): End Plate Thickness (in):

End Plate Weld Size (in): Flange Plate Thickness (in):

WELDED CONNECTION IS PERMITTED TRUSS TAIL CONNECTION - 2 BOLTS RP OK AISC (J3-1) 65 / Trusstail3
AISC (J3-1) 65 / Trusstail6
AISC (J3-6b,d) 65 / Trusstail3

TRUSS TAIL CONNECTION
2 BOLTS
Allowable Actual Load Combination / Member
AISC J3.3
Allowable Actual
7 Plate Thickness (tP) 0.03 in 0.38 in 32 / Trusstail1
18 / Trusstail3
OK
65 / Trusstail6
AISC (J4-4) 18 / Trusstail3
AISC (J2-3)
Allowable Actual Load Combination / Member
AISC (J4-3)
32 1.25 in

1.25 in
18 Trusstail3
18 Trusstail3
65 Trusstail6
Trusstail1
65 Trusstail3
65 Trusstail6
65 Trusstail3
Design Forces / Moments
Check Load Combination Member

0.125 NONE
4 2
4 0.625

0.125 0.375
x
Mz, pl
Fx, pl
Ftb
Fbb
θ
P
PL
W
M
22 4
Cudahy Park Renovation Project, Project # PRE-001 Document Control 437 of 1214 Page 467 of 1692

RISA ANALYSIS REPORT
Cudahy Park Renovation Project, Project # PRE-001 Document Control 438 of 1214 Page 468 of 1692 Company
Designer
Job Number
Model Name
:
:
:
:

Checked By : __________
5/29/2024
8:42:20 AM
RISA-3D Version 21 [ P19496_HXE16STGSS_6_20_0_95_CABC22_D… Page 1 Basic Load Cases
BLC Description Category X Gravity Y Gravity Z Gravity Distributed Area(Member) 1 FRAMEWEIGHT DL -1
2 DL DL 6
3 LL LL 6
4 SL SL
5 SLU SL
6 SLsliding SL
7 SLdrift SL
8 X WINDWARD LOW WL 6
9 X LEEWARD LOW WL 6
10 X SIDEWARD LOW WL 6
11 X WINDWARD UPPER WL
12 X LEEWARD UPPER WL
13 X SIDEWARD UPPER WL
14 X10MINWIND WL 2
15 Z WINDWARD LOW WL 3
16 Z LEEWARD LOW WL 3
17 Z SIDEWARD LOW WL 12
18 Z WINDWARD UPPER WL
19 Z LEEWARD UPPER WL
20 Z SIDEWARD UPPER WL
21 Z10MINWIND WL 3
22 EX FRAME EL -1
23 EX ROOF EL 6
24 EZ FRAME EL -1
25 EZ ROOF EL 6
26 BLC 2 Transient Area Loads None 104
27 BLC 3 Transient Area Loads None 104
28 BLC 8 Transient Area Loads None 120
29 BLC 9 Transient Area Loads None 120
30 BLC 10 Transient Area Loads None 92
31 BLC 14 Transient Area Loads None 40
32 BLC 15 Transient Area Loads None 46
33 BLC 16 Transient Area Loads None 46
34 BLC 17 Transient Area Loads None 240
35 BLC 21 Transient Area Loads None 58
36 BLC 23 Transient Area Loads None 104
37 BLC 25 Transient Area Loads None 104
Load Combinations
Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC 1 SERVICE D 1 1 2 6
2 SERVICE Lr 3 20
3 SERVICE S 4
4 SERVICE Su 5
5 SERVICE Ssliding 6
6 SERVICE Sdrift 7
7 SERVICE Wx (LC A) 8 9.392 9 0.879 10 -6.811 11 12 13
8 SERVICE Wx (LC B) 8 -0.85 9 -6.824 10 6.811 11 12 13
9 SERVICE Wz (LC A) 15 9.392 16 0.879 17 -6.811 18 19 20 10 SERVICE Wz (LC B) 15 -0.851 16 -6.824 17 6.811 18 19 20 11 SERVICE Ex 22 1.458 23 8.751
12 SERVICE Ez 24 1.458 25 8.751
13 SERVICE Ev 1 0.28 2 1.683
14 15
16 17 D Yes Y L1 1
18 D + Lr Yes Y L1 1 L2 1
19 D + S Yes Y L1 1 L3 1
20 D + Su Yes Y L1 1 L4 1
21 D+Ssliding Yes Y L1 1 L5 1
22 D+Sdrift Yes Y L1 1 L6 1
23 D + 0.6Wx (LC A) Yes Y L1 1 L7 1
24 D + 0.6Wx (LC B) Yes Y L1 1 L8 1
25 D + 0.6Wz (LC A) Yes Y L1 1 L9 1
26 D + 0.6Wz (LC B) Yes Y L1 1 L10 1
27 D + (0.6Wx (Min.)) Yes Y L1 1 14 9.6
Cudahy Park Renovation Project, Project # PRE-001 Document Control 439 of 1214 Page 469 of 1692 Company
Designer
Job Number
Model Name
:
:
:
:

Checked By : __________
5/29/2024
8:42:20 AM
RISA-3D Version 21 [ P19496_HXE16STGSS_6_20_0_95_CABC22_D… Page 2 Load Combinations (Continued)
Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC 28 D + (0.6Wz (Min.)) Yes Y L1 1 21 9.6
29 D+0.6(0.75Wx(LC A)+0.75Wz(LC A)) Yes Y L1 1 L7 0.75 L9 0.75 30 D+0.6(0.75Wx(LC B)+0.75Wz(LC B)) Yes Y L1 1 L8 0.75 L10 0.75 31 D+0.6(0.75Wx(Min.)+0.75Wz(Min.)) Yes Y L1 1 14 7.2 21 7.2 32 D + 0.75(0.6Wx (LC A)) + 0.75Lr Yes Y L1 1 L7 0.75 L2 0.75 33 D + 0.75(0.6Wx (LC B)) + 0.75Lr Yes Y L1 1 L8 0.75 L2 0.75 34 D + 0.75(0.6Wz (LC A)) + 0.75Lr Yes Y L1 1 L9 0.75 L2 0.75 35 D + 0.75(0.6Wz (LC B)) + 0.75Lr Yes Y L1 1 L10 0.75 L2 0.75 36 D + 0.75(0.6Wx (Min.)) + 0.75Lr Yes Y L1 1 14 7.2 L2 0.75 37 D + 0.75(0.6Wz (Min.)) + 0.75Lr Yes Y L1 1 21 7.2 L2 0.75 38 D+0.75(0.6(0.75Wx(LC A)+0.75Wz(LC A))) + 0.75Lr Yes Y L1 1 L7 0.563 L9 0.563 L2 0.75 39 D+0.75(0.6(0.75Wx(LC B)+0.75Wz(LC B)) + 0.75Lr Yes Y L1 1 L8 0.563 L10 0.563 L2 0.75 40 D+ 0.75(0.6(0.75Wx(Min.)+0.75Wz(Min.))) + 0.75Lr Yes Y L1 1 14 5.4 21 5.4 L2 0.75 41 D + 0.75(0.6Wx (LC A)) + 0.75S Yes Y L1 1 L7 0.75 L3 0.75 42 D + 0.75(0.6Wx (LC B)) + 0.75S Yes Y L1 1 L8 0.75 L3 0.75 43 D + 0.75(0.6Wz (LC A)) + 0.75S Yes Y L1 1 L9 0.75 L3 0.75 44 D + 0.75(0.6Wz (LC B)) + 0.75S Yes Y L1 1 L10 0.75 L3 0.75 45 D + 0.75(0.6Wx (Min.)) + 0.75S Yes Y L1 1 14 7.2 L3 0.75 46 D + 0.75(0.6Wz (Min.)) + 0.75S Yes Y L1 1 21 7.2 L3 0.75 47 D+0.75(0.6(0.75Wx(LC A)+0.75Wz(LC A))) + 0.75S Yes Y L1 1 L7 0.563 L9 0.563 L3 0.75 48 D+0.75(0.6(0.75Wx(LC B)+0.75Wz(LC B)) + 0.75S Yes Y L1 1 L8 0.563 L10 0.563 L3 0.75 49 D+ 0.75(0.6(0.75Wx(Min.)+0.75Wz(Min.))) + 0.75S Yes Y L1 1 14 5.4 21 5.4 L3 0.75 50 0.6D + 0.6Wx (LC A) Yes Y L1 0.6 L7 1
51 0.6D + 0.6Wx (LC B) Yes Y L1 0.6 L8 1
52 0.6D + 0.6Wz (LC A) Yes Y L1 0.6 L9 1
53 0.6D + 0.6Wz (LC B) Yes Y L1 0.6 L10 1
54 0.6D + (0.6Wx (Min.)) Yes Y L1 0.6 14 9.6
55 0.6D + (0.6Wz (Min.)) Yes Y L1 0.6 21 9.6
56 0.6D+0.6(0.75Wx(LC A)+0.75Wz(LC A)) Yes Y L1 0.6 L7 0.75 L9 0.75 57 0.6D+0.6(0.75Wx(LC B)+0.75Wz(LC B)) Yes Y L1 0.6 L8 0.75 L10 0.75 58 0.6D+0.6(0.75Wx(Min.)+0.75Wz(Min.)) Yes Y L1 0.6 14 7.2 21 7.2 59 1.0D+0.7Ev+0.7Ehx Yes Y L1 1 L13 0.7 L11 0.7
60 1.0D+0.525Ev+0.525Ehx+0.75S Yes Y L1 1 L13 0.525 L11 0.525 L3 0.75 61 0.6D-0.7Ev+0.7Ehx Yes Y L1 0.6 L13 -0.7 L11 0.7
62 1.0D+0.7Ev+0.7Ehz Yes Y L1 1 L13 0.7 L12 0.7
63 1.0D+0.525Ev+0.525Ehz+0.75S Yes Y L1 1 L13 0.525 L12 0.525 L3 0.75 64 0.6D-0.7Ev+0.7Ehz Yes Y L1 0.6 L13 -0.7 L12 0.7
65 1.0D+0.7Ev+0.7Ehx+0.21Ehz Yes Y L1 1 L13 0.7 L11 0.7 L12 0.21 66 1.0D+0.525Ev+0.525Ehx+0.1575Ehz+0.75S Yes Y L1 1 L13 0.525 L11 0.525 L12 0.16 L3 0.75 67 0.6D-0.7Ev+0.7Ehx+0.21Ehz Yes Y L1 0.6 L13 -0.7 L11 0.7 L12 0.21 68 1.0D+0.7Ev+0.7Ehz+0.21Ehx Yes Y L1 1 L13 0.7 L12 0.7 L11 0.21 69 1.0D+0.525Ev+0.525Ehz+0.1575Ehx+0.75S Yes Y L1 1 L13 0.525 L12 0.525 L11 0.16 L3 0.75 70 0.6D-0.7Ev+0.7Ehz+0.21Ehx Yes Y L1 0.6 L13 -0.7 L12 0.7 L11 0.21 71 72
73 74
75 76
77 78
79 80
81 82
83 84
85 86
87 88
89 90
91 92 1.4D L1 1.4
93 1.2D + 0.5Lr L1 1.2 L2 0.5
94 1.2D + 0.5S L1 1.2 L3 0.5
95 1.2D + 1.6Lr + 0.5Wx (LC A) L1 1.2 L2 1.6 L7 0.833
Cudahy Park Renovation Project, Project # PRE-001 Document Control 440 of 1214 Page 470 of 1692 Company
Designer
Job Number
Model Name
:
:
:
:

Checked By : __________
5/29/2024
8:42:20 AM
RISA-3D Version 21 [ P19496_HXE16STGSS_6_20_0_95_CABC22_D… Page 3 Load Combinations (Continued)
Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC 96 1.2D + 1.6Lr + 0.5Wx (LC B) L1 1.2 L2 1.6 L8 0.833
97 1.2D + 1.6Lr + 0.5Wz (LC A) L1 1.2 L2 1.6 L9 0.833
98 1.2D + 1.6Lr + 0.5Wz (LC B) L1 1.2 L2 1.6 L10 0.833
99 1.2D + 1.6Lr + 0.5Wx (Min.) L1 1.2 L2 1.6 14 8
100 1.2D + 1.6Lr + 0.5Wz (Min.) L1 1.2 L2 1.6 21 8
101 1.2D + 1.6Lr + 0.5(0.75Wx (LC A)+0.75Wz (LC A)) L1 1.2 L2 1.6 L7 0.625 L9 0.63 102 1.2D + 1.6Lr + 0.5(0.75Wx (LC B)+0.75Wz (LC B)) L1 1.2 L2 1.6 L8 0.625 L10 0.63 103 1.2D + 1.6Lr + 0.5(0.75Wx (Min.)+0.75Wz (Min.)) L1 1.2 L2 1.6 14 6 21 6 104 1.2D + 1.6S + 0.5Wx (LC A) L1 1.2 L3 1.6 L7 0.833
105 1.2D + 1.6S + 0.5Wx (LC B) L1 1.2 L3 1.6 L8 0.833
106 1.2D + 1.6S + 0.5Wz (LC A) L1 1.2 L3 1.6 L9 0.833
107 1.2D + 1.6S + 0.5Wz (LC B) L1 1.2 L3 1.6 L10 0.833
108 1.2D + 1.6S + 0.5Wx (Min.) L1 1.2 L3 1.6 14 8
109 1.2D + 1.6S + 0.5Wz (Min.) L1 1.2 L3 1.6 21 8
110 1.2D + 1.6S + 0.5(0.75Wx (LC A)+0.75Wz (LC A)) L1 1.2 L3 1.6 L7 0.625 L9 0.63 111 1.2D + 1.6S + 0.5(0.75Wx (LC B)+0.75Wz (LC B)) L1 1.2 L3 1.6 L8 0.625 L10 0.63 112 1.2D + 1.6S + 0.5(0.75Wx (Min.)+0.75Wz (Min.)) L1 1.2 L3 1.6 14 6 21 6 113 1.2D + 1.6Su + 0.5Wx (LC A) L1 1.2 L4 1.6 L7 0.833
114 1.2D + 1.6Su + 0.5Wx (LC B) L1 1.2 L4 1.6 L8 0.833
115 1.2D + 1.6Su + 0.5Wz (LC A) L1 1.2 L4 1.6 L9 0.833
116 1.2D + 1.6Su + 0.5Wz (LC B) L1 1.2 L4 1.6 L10 0.833 117 1.2D + 1.6Su + 0.5Wx (Min.) L1 1.2 L4 1.6 14 8
118 1.2D + 1.6Su + 0.5Wz (Min.) L1 1.2 L4 1.6 21 8
119 1.2D + 1.6Su + 0.5(0.75Wx (LC A)+0.75Wz (LC A)) L1 1.2 L4 1.6 L7 0.625 L9 0.63 120 1.2D + 1.6Su + 0.5(0.75Wx (LC B)+0.75Wz (LC B)) L1 1.2 L4 1.6 L8 0.625 L10 0.63 121 1.2D + 1.6Su + 0.5(0.75Wx (Min.)+0.75Wz (Min.)) L1 1.2 L4 1.6 14 6 21 6 122 1.2D + 1.6Ssliding + 0.5Wx (LC A) L1 1.2 L5 1.6 L7 0.833 123 1.2D + 1.6Ssliding + 0.5Wx (LC B) L1 1.2 L5 1.6 L8 0.833 124 1.2D + 1.6Ssliding + 0.5Wz (LC A) L1 1.2 L5 1.6 L9 0.833 125 1.2D + 1.6Ssliding + 0.5Wz (LC B) L1 1.2 L5 1.6 L10 0.833 126 1.2D + 1.6Ssliding + 0.5Wx (Min.) L1 1.2 L5 1.6 14 8 127 1.2D + 1.6Ssliding + 0.5Wz (Min.) L1 1.2 L5 1.6 21 8 128 1.2D + 1.6Ssliding + 0.5(0.75Wx (LC A)+0.75Wz (LC A)) L1 1.2 L5 1.6 L7 0.625 L9 0.63 129 1.2D + 1.6Ssliding + 0.5(0.75Wx (LC B)+0.75Wz (LC B)) L1 1.2 L5 1.6 L8 0.625 L10 0.63 130 1.2D + 1.6Ssliding + 0.5(0.75Wx (Min.)+0.75Wz (Min.)) L1 1.2 L5 1.6 14 6 21 6 131 1.2D + 1.6Sdrift + 0.5Wx (LC A) L1 1.2 L6 1.6 L7 0.833 132 1.2D + 1.6Sdrift + 0.5Wx (LC B) L1 1.2 L6 1.6 L8 0.833 133 1.2D + 1.6Sdrift + 0.5Wz (LC A) L1 1.2 L6 1.6 L9 0.833 134 1.2D + 1.6Sdrift + 0.5Wz (LC B) L1 1.2 L6 1.6 L10 0.833 135 1.2D + 1.6Sdrift + 0.5Wx (Min.) L1 1.2 L6 1.6 14 8
136 1.2D + 1.6Sdrift + 0.5Wz (Min.) L1 1.2 L6 1.6 21 8
137 1.2D + 1.6Sdrift + 0.5(0.75Wx (LC A)+0.75Wz (LC A)) L1 1.2 L6 1.6 L7 0.625 L9 0.63 138 1.2D + 1.6Sdrift + 0.5(0.75Wx (LC B)+0.75Wz (LC B)) L1 1.2 L6 1.6 L8 0.625 L10 0.63 139 1.2D + 1.6Sdrift + 0.5(0.75Wx (Min.)+0.75Wz (Min.)) L1 1.2 L6 1.6 14 6 21 6 140 1.2D + 1.0Wx (LC A) + 0.5Lr L1 1.2 L7 1.667 L2 0.5
141 1.2D + 1.0Wx (LC B) + 0.5Lr L1 1.2 L8 1.667 L2 0.5
142 1.2D + 1.0Wz (LC A) + 0.5Lr L1 1.2 L9 1.667 L2 0.5
143 1.2D + 1.0Wz (LC B) + 0.5Lr L1 1.2 L10 1.667 L2 0.5 144 1.2D + 1.0Wx (Min.) + 0.5Lr L1 1.2 14 16 L2 0.5
145 1.2D + 1.0Wz (Min.) + 0.5Lr L1 1.2 21 16 L2 0.5
146 1.2D + 1.0(0.75Wx (LC A)+0.75Wz (LC A)) + 0.5Lr L1 1.2 L7 1.25 L9 1.25 L2 0.5 147 1.2D + 1.0(0.75Wx (LC B)+0.75Wz (LC B)) + 0.5Lr L1 1.2 L8 1.25 L10 1.25 L2 0.5 148 1.2D + 1.0(0.75Wx (Min.)+0.75Wz (Min.)) + 0.5Lr L1 1.2 14 12 21 12 L2 0.5 149 1.2D + 1.0Wx (LC A) + 0.5S L1 1.2 L7 1.667 L3 0.5
150 1.2D + 1.0Wx (LC B) + 0.5S L1 1.2 L8 1.667 L3 0.5
151 1.2D + 1.0Wz (LC A) + 0.5S L1 1.2 L9 1.667 L3 0.5
152 1.2D + 1.0Wz (LC B) + 0.5S L1 1.2 L10 1.667 L3 0.5
153 1.2D + 1.0Wx (Min.) + 0.5S L1 1.2 14 16 L3 0.5
154 1.2D + 1.0Wz (Min.) + 0.5S L1 1.2 21 16 L3 0.5
155 1.2D + 1.0(0.75Wx (LC A)+0.75Wz (LC A)) + 0.5S L1 1.2 L7 1.25 L9 1.25 L3 0.5 156 1.2D + 1.0(0.75Wx (LC B)+0.75Wz (LC B)) + 0.5S L1 1.2 L8 1.25 L10 1.25 L3 0.5 157 1.2D + 1.0(0.75Wx (Min.)+0.75Wz (Min.)) + 0.5S L1 1.2 14 12 21 12 L3 0.5 158 0.9D + 1.0Wx (LC A) L1 0.9 L7 1.667
159 0.9D + 1.0Wx (LC B) L1 0.9 L8 1.667
160 0.9D + 1.0Wz (LC A) L1 0.9 L9 1.667
161 0.9D + 1.0Wz (LC B) L1 0.9 L10 1.667
162 0.9D + 1.0Wx (Min.) L1 0.9 14 16
163 0.9D + 1.0Wz (Min.) L1 0.9 21 16
Cudahy Park Renovation Project, Project # PRE-001 Document Control 441 of 1214 Page 471 of 1692 Company
Designer
Job Number
Model Name
:
:
:
:

Checked By : __________
5/29/2024
8:42:20 AM
RISA-3D Version 21 [ P19496_HXE16STGSS_6_20_0_95_CABC22_D… Page 4 Load Combinations (Continued)
Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC 164 0.9D + 1.0(0.75Wx (LC A)+0.75Wz (LC A)) L1 0.9 L7 1.25 L9 1.25 165 0.9D + 1.0(0.75Wx (LC B)+0.75Wz (LC B)) L1 0.9 L8 1.25 L10 1.25 166 0.9D + 1.0(0.75Wx (Min.)+0.75Wz (Min.)) L1 0.9 14 12 21 12 167 1.2D+Ev+Ehx+0.2S L1 1.2 L13 1 L11 1 L3 0.2
168 0.9D-Ev+Ehx L1 0.9 L13 -1 L11 1
169 1.2D+Ev+Ehz+0.2S L1 1.2 L13 1 L12 1 L3 0.2
170 0.9D-Ev+Ehz L1 0.9 L13 -1 L12 1
171 1.2D+Ev+Ehx+0.3Ehz+0.2S L1 1.2 L13 1 L11 1 L12 0.3 L3 0.2 172 0.9D-Ev+Ehx+0.3Ehz L1 0.9 L13 -1 L11 1 L12 0.3
173 1.2D+Ev+Ehz+0.3Ehx+0.2S L1 1.2 L13 1 L12 1 L11 0.3 L3 0.2 174 0.9D-Ev+Ehz+0.3Ehx L1 0.9 L13 -1 L12 1 L11 0.3
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208 SERVICE Emx 22 1.402 23 8.414
209 SERVICE Emz 24 1.402 25 8.414
210
211 1.0D+0.7Ev+0.7Emhx L1 1 L13 0.7 L208 0.7
212 1.0D+0.525Ev+0.525Emhx+0.75S L1 1 L13 0.525 L208 0.525 L3 0.75 213 0.6D-0.7Ev+0.7Emhx L1 0.6 L13 -0.7 L208 0.7
214 1.0D+0.7Ev+0.7Emhz L1 1 L13 0.7 L209 0.7
215 1.0D+0.525Ev+0.525Emhz+0.75S L1 1 L13 0.525 L209 0.525 L3 0.75 216 0.6D-0.7Ev+0.7Emhz L1 0.6 L13 -0.7 L209 0.7
217
218
219
220
221 1.2D+Ev+Emhx+0.2S L1 1.2 L13 1 L208 1 L3 0.2
222 0.9D-Ev+Emhx L1 0.9 L13 -1 L208 1
223 1.2D+Ev+Emhx+0.2S L1 1.2 L13 1 L209 1 L3 0.2
224 0.9D-Ev+Emhz L1 0.9 L13 -1 L209 1
225
226
227
228
229
230
231
Cudahy Park Renovation Project, Project # PRE-001 Document Control 442 of 1214 Page 472 of 1692 Company
Designer
Job Number
Model Name
:
:
:
:

Checked By : __________
5/29/2024
8:42:20 AM
RISA-3D Version 21 [ P19496_HXE16STGSS_6_20_0_95_CABC22_D… Page 5 Load Combinations (Continued)
Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC 232
233
234
235
236
237
238
239
240
241
242
243
244
245
246
247
248
249
250
Node Boundary Conditions
Node Label X [k/in] Y [k/in] Z [k/in] X Rot [k-ft/rad] Y Rot [k-ft/rad] Z Rot [k-ft/rad] 1 N1 Reaction Reaction Reaction Reaction Reaction Reaction 2 N5 Reaction Reaction Reaction Reaction Reaction Reaction 3 N9 Reaction Reaction Reaction Reaction Reaction Reaction 4 N13 Reaction Reaction Reaction Reaction Reaction Reaction 5 N17 Reaction Reaction Reaction Reaction Reaction Reaction 6 N21 Reaction Reaction Reaction Reaction Reaction Reaction Hot Rolled Steel Section Sets
Label Shape Type Design List Material Design Rule Area [in²] Iyy [in⁴] Izz [in⁴] J [in⁴] 1 Column HSS6X6X3 Column Tube A500 Gr.C Rect Typical 3.98 22.3 22.3 35 2 Truss HSS6X4X2 Beam Tube A500 Gr.C Rect Typical 2.23 6.15 11.4 12.6 3 Tension HSS5X3X2 Beam Tube A500 Gr.C Rect Typical 1.77 2.75 6.03 6.02 4 Truss Tail HSS4X4X2 Beam Tube A500 Gr.C Rect Typical 1.77 4.4 4.4 6.91 5 Compression Ring C7X9.8 Beam Channel A36 Gr.36 Typical 2.87 0.957 21.2 0.1 Member Primary Data
Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 1 Column1 N1 N2 180 Column Column Tube A500 Gr.C Rect Typical 2 Column2 N5 N6 120 Column Column Tube A500 Gr.C Rect Typical 3 Column3 N9 N10 60 Column Column Tube A500 Gr.C Rect Typical 4 Column4 N13 N14 Column Column Tube A500 Gr.C Rect Typical 5 Column5 N17 N18 300 Column Column Tube A500 Gr.C Rect Typical 6 Column6 N21 N22 240 Column Column Tube A500 Gr.C Rect Typical 7 Truss1 N2 N4 Truss Beam Tube A500 Gr.C Rect Typical
8 Truss2 N6 N8 Truss Beam Tube A500 Gr.C Rect Typical
9 Truss3 N10 N12 Truss Beam Tube A500 Gr.C Rect Typical 10 Truss4 N14 N16 Truss Beam Tube A500 Gr.C Rect Typical 11 Truss5 N18 N20 Truss Beam Tube A500 Gr.C Rect Typical 12 Truss6 N22 N24 Truss Beam Tube A500 Gr.C Rect Typical 13 Trusstail1 N3 N2 Truss Tail Beam Tube A500 Gr.C Rect Typical 14 Trusstail2 N7 N6 Truss Tail Beam Tube A500 Gr.C Rect Typical 15 Trusstail3 N11 N10 Truss Tail Beam Tube A500 Gr.C Rect Typical 16 Trusstail4 N15 N14 Truss Tail Beam Tube A500 Gr.C Rect Typical 17 Trusstail5 N19 N18 Truss Tail Beam Tube A500 Gr.C Rect Typical 18 Trusstail6 N23 N22 Truss Tail Beam Tube A500 Gr.C Rect Typical 19 Tension1 N2 N6 Tension Beam Tube A500 Gr.C Rect Typical 20 Tension2 N6 N10 Tension Beam Tube A500 Gr.C Rect Typical 21 Tension3 N10 N14 Tension Beam Tube A500 Gr.C Rect Typical 22 Tension4 N14 N18 Tension Beam Tube A500 Gr.C Rect Typical 23 Tension5 N18 N22 Tension Beam Tube A500 Gr.C Rect Typical 24 Tension6 N22 N2 Tension Beam Tube A500 Gr.C Rect Typical 25 Compression1 N4 N8 Compression Ring Beam Channel A36 Gr.36 Typical 26 Compression2 N8 N12 Compression Ring Beam Channel A36 Gr.36 Typical Cudahy Park Renovation Project, Project # PRE-001 Document Control 443 of 1214 Page 473 of 1692 Company
Designer
Job Number
Model Name
:
:
:
:

Checked By : __________
5/29/2024
8:42:20 AM
RISA-3D Version 21 [ P19496_HXE16STGSS_6_20_0_95_CABC22_D… Page 6 Member Primary Data (Continued)
Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule 27 Compression3 N12 N16 Compression Ring Beam Channel A36 Gr.36 Typical 28 Compression4 N16 N20 Compression Ring Beam Channel A36 Gr.36 Typical 29 Compression5 N20 N24 Compression Ring Beam Channel A36 Gr.36 Typical 30 Compression6 N24 N4 Compression Ring Beam Channel A36 Gr.36 Typical Member Advanced Data
Label I Release J Release Physical Deflection Ratio Options Seismic DR 1 Column1 Yes ** NA ** None
2 Column2 Yes ** NA ** None
3 Column3 Yes ** NA ** None
4 Column4 Yes ** NA ** None
5 Column5 Yes ** NA ** None
6 Column6 Yes ** NA ** None
7 Truss1 AllPIN Yes N/A None
8 Truss2 AllPIN Yes N/A None
9 Truss3 AllPIN Yes N/A None
10 Truss4 AllPIN Yes N/A None
11 Truss5 AllPIN Yes N/A None
12 Truss6 AllPIN Yes N/A None
13 Trusstail1 Yes N/A None
14 Trusstail2 Yes N/A None
15 Trusstail3 Yes N/A None
16 Trusstail4 Yes N/A None
17 Trusstail5 Yes N/A None
18 Trusstail6 Yes N/A None
19 Tension1 AllPIN BenPIN Yes N/A None
20 Tension2 AllPIN BenPIN Yes N/A None
21 Tension3 AllPIN BenPIN Yes N/A None
22 Tension4 AllPIN BenPIN Yes N/A None
23 Tension5 AllPIN BenPIN Yes N/A None
24 Tension6 AllPIN BenPIN Yes N/A None
25 Compression1 Yes N/A None
26 Compression2 Yes N/A None
27 Compression3 Yes N/A None
28 Compression4 Yes N/A None
29 Compression5 Yes N/A None
30 Compression6 Yes N/A None
Hot Rolled Steel Design Parameters
Label Shape Length [ft] K y-y K z-z Channel Conn. a [ft] Function 1 Column1 Column 11.5 2 2 N/A N/A Lateral
2 Column2 Column 11.5 2 2 N/A N/A Lateral
3 Column3 Column 11.5 2 2 N/A N/A Lateral
4 Column4 Column 11.5 2 2 N/A N/A Lateral
5 Column5 Column 11.5 2 2 N/A N/A Lateral
6 Column6 Column 11.5 2 2 N/A N/A Lateral
7 Truss1 Truss 6.48 0.8 0.8 N/A N/A Lateral
8 Truss2 Truss 6.479 0.8 0.8 N/A N/A Lateral
9 Truss3 Truss 6.479 0.8 0.8 N/A N/A Lateral
10 Truss4 Truss 6.48 0.8 0.8 N/A N/A Lateral
11 Truss5 Truss 6.479 0.8 0.8 N/A N/A Lateral
12 Truss6 Truss 6.479 0.8 0.8 N/A N/A Lateral
13 Trusstail1 Truss Tail 1.228 2.1 2.1 N/A N/A Lateral
14 Trusstail2 Truss Tail 1.228 2.1 2.1 N/A N/A Lateral
15 Trusstail3 Truss Tail 1.228 2.1 2.1 N/A N/A Lateral
16 Trusstail4 Truss Tail 1.228 2.1 2.1 N/A N/A Lateral
17 Trusstail5 Truss Tail 1.228 2.1 2.1 N/A N/A Lateral
18 Trusstail6 Truss Tail 1.228 2.1 2.1 N/A N/A Lateral
19 Tension1 Tension 6.845 1 1 N/A N/A Lateral
20 Tension2 Tension 6.846 1 1 N/A N/A Lateral
21 Tension3 Tension 6.845 1 1 N/A N/A Lateral
22 Tension4 Tension 6.845 1 1 N/A N/A Lateral
23 Tension5 Tension 6.846 1 1 N/A N/A Lateral
24 Tension6 Tension 6.845 1 1 N/A N/A Lateral
25 Compression1 Compression Ring 0.75 0.65 0.65 N/A N/A Lateral 26 Compression2 Compression Ring 0.75 0.65 0.65 N/A N/A Lateral Cudahy Park Renovation Project, Project # PRE-001 Document Control 444 of 1214 Page 474 of 1692 Company
Designer
Job Number
Model Name
:
:
:
:

Checked By : __________
5/29/2024
8:42:20 AM
RISA-3D Version 21 [ P19496_HXE16STGSS_6_20_0_95_CABC22_D… Page 7 Hot Rolled Steel Design Parameters (Continued)
Label Shape Length [ft] K y-y K z-z Channel Conn. a [ft] Function 27 Compression3 Compression Ring 0.75 0.65 0.65 N/A N/A Lateral 28 Compression4 Compression Ring 0.75 0.65 0.65 N/A N/A Lateral 29 Compression5 Compression Ring 0.75 0.65 0.65 N/A N/A Lateral 30 Compression6 Compression Ring 0.75 0.65 0.65 N/A N/A Lateral Hot Rolled Steel Properties
Label E [ksi] G [ksi] Nu Therm. Coeff. [1e⁵°F⁻¹] Density [lb/ft³] Yield [ksi] Ry Fu [ksi] Rt 1 A992 29000 11154 0.3 0.65 490 50 1.1 65 1.1
2 A36 Gr.36 29000 11154 0.3 0.65 490 36 1.5 58 1.2
3 A572 Gr.50 29000 11154 0.3 0.65 490 50 1.1 65 1.1
4 A500 Gr.B RND 29000 11154 0.3 0.65 527 42 1.4 58 1.3
5 A500 Gr.B Rect 29000 11154 0.3 0.65 527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 0.3 0.65 490 35 1.6 60 1.2
7 A1085 29000 11154 0.3 0.65 490 50 1.25 65 1.15
8 A913 Gr.65 29000 11154 0.3 0.65 490 65 1.1 80 1.1
9 A500 Gr.C Rect 29000 11154 0.3 0.65 527 50 1.4 62 1.3 10 A500 Gr.C RND 29000 11154 0.3 0.65 527 46 1.4 62 1.3 Envelope AISC 15TH (360-16): ASD Member Steel Code Checks Member Shape Code Check Loc[ft] LC Shear Check Loc[ft] Dir LC Pnc/om [k]Pnt/om [k]Mnyy/om [k-in]Mnzz/om [k-in] Cb Eqn 0 Column1 HSS6X6X3 0.302 0 68 0.014 0 z 62 44.002 119.162 234.49 234.49 1.772 H1-1b 1 Column2 HSS6X6X3 0.342 0 65 0.014 0 y 68 44.002 119.162 234.49 234.49 1.768 H1-1b 2 Column3 HSS6X6X3 0.342 0 68 0.014 0 z 65 44.002 119.162 234.49 234.49 1.768 H1-1b 3 Column4 HSS6X6X3 0.303 0 65 0.014 0 z 68 44.002 119.162 234.49 234.49 1.763 H1-1b 4 Column5 HSS6X6X3 0.343 0 65 0.014 0 y 68 44.002 119.162 234.49 234.49 1.763 H1-1b 5 Column6 HSS6X6X3 0.343 0 68 0.014 0 z 65 44.002 119.162 234.49 234.49 1.763 H1-1b 6 Truss1 HSS6X4X2 0.023 3.403 32 0.008 6.48 y 32 53.311 66.766 78.098 121.352 1.171 H1-1b 7 Truss2 HSS6X4X2 0.021 3.142 18 0.007 6.479 y 18 53.311 66.766 78.098 121.352 1.205 H1-1b 8 Truss3 HSS6X4X2 0.021 3.207 18 0.008 6.479 y 18 53.311 66.766 78.098 121.352 1.195 H1-1b 9 Truss4 HSS6X4X2 0.021 3.273 35 0.008 6.48 y 35 53.311 66.766 78.098 121.352 1.187 H1-1b 10 Truss5 HSS6X4X2 0.021 3.142 18 0.007 6.479 y 18 53.311 66.766 78.098 121.352 1.205 H1-1b 11 Truss6 HSS6X4X2 0.021 3.207 18 0.008 6.479 y 18 53.311 66.766 78.098 121.352 1.195 H1-1b 12 Trusstail1 HSS4X4X2 0.002 1.228 68 0.001 1.228 y 32 51.522 52.994 69.459 69.459 2.521 H1-1b 13 Trusstail2 HSS4X4X2 0.002 1.228 59 0.001 1.228 y 18 51.523 52.994 69.459 69.459 2.531 H1-1b 14 Trusstail3 HSS4X4X2 0.002 1.228 68 0.001 1.228 y 18 51.523 52.994 69.459 69.459 2.541 H1-1b 15 Trusstail4 HSS4X4X2 0.002 1.228 62 0.001 1.228 y 35 51.522 52.994 69.459 69.459 2.522 H1-1b 16 Trusstail5 HSS4X4X2 0.002 1.228 59 0.001 1.228 y 18 51.523 52.994 69.459 69.459 2.538 H1-1b 17 Trusstail6 HSS4X4X2 0.002 1.228 65 0.001 1.228 y 18 51.523 52.994 69.459 69.459 2.538 H1-1b 18 Tension1 HSS5X3X2 0.09 3.457 32 0.014 6.845 y 32 38.363 52.994 50.729 87.725 1.16 H1-1b 19 Tension2 HSS5X3X2 0.09 3.458 34 0.014 0 y 34 38.36 52.994 50.729 87.725 1.16 H1-1b 20 Tension3 HSS5X3X2 0.083 3.457 35 0.013 0 y 35 38.363 52.994 50.729 87.725 1.158 H1-1b 21 Tension4 HSS5X3X2 0.083 3.457 35 0.013 6.845 y 35 38.363 52.994 50.729 87.725 1.16 H1-1b 22 Tension5 HSS5X3X2 0.082 3.458 33 0.013 0 y 33 38.36 52.994 50.729 87.725 1.16 H1-1b 23 Tension6 HSS5X3X2 0.09 3.457 32 0.014 0 y 32 38.363 52.994 50.729 87.725 1.158 H1-1b 24 Compression1 C7X9.8 0.024 0 35 0.006 0.402 z 26 61.535 61.868 21.309 154.994 1.043 H1-1b 25 Compression2 C7X9.8 0.025 0.75 59 0.005 0.424 z 67 61.535 61.868 21.309 154.994 1.315 H1-1b 26 Compression3 C7X9.8 0.025 0.75 32 0.006 0.371 z 23 61.535 61.868 21.309 154.994 1.044 H1-1b 27 Compression4 C7X9.8 0.025 0 32 0.006 0.379 z 23 61.535 61.868 21.309 154.994 1.044 H1-1b 28 Compression5 C7X9.8 0.025 0 65 0.005 0.424 z 65 61.535 61.868 21.309 154.994 1.242 H1-1b 29 Compression6 C7X9.8 0.025 0 68 0.006 0.349 z 52 61.535 61.868 21.309 154.994 1.262 H1-1b Material Take-Off
Material Size Pieces Length[ft] Weight[LB]
0 Hot Rolled Steel
1 A36 Gr.36 C7X9.8 6 4.5 43.963
2 A500 Gr.C Rect HSS4X4X2 6 7.4 47.715
3 A500 Gr.C Rect HSS5X3X2 6 41.1 266.047
4 A500 Gr.C Rect HSS6X4X2 6 38.9 317.281
5 A500 Gr.C Rect HSS6X6X3 6 69 1005.033
6 Total HR Steel 30 160.8 1680.04
Cudahy Park Renovation Project, Project # PRE-001 Document Control 445 of 1214 Page 475 of 1692

PANEL DATA
Cudahy Park Renovation Project, Project # PRE-001 Document Control 446 of 1214 Page 476 of 1692 Section / Isometric View of Panel Cross‐Section
Section Properties (Out of Plane Bending)
Weight (psf) Fb (ksi) Ix (in4
)

3.15 0.979 1.251
Allowable Loads Load Duration Factors (CD)
Span Lengths (ft) CD
4 0.9
5 1.0
6 1.15
7 1.6
8 1.6
4 5
6 7
8 4
5 6
7 8
Notes

1. 2. The spans shown assume equal spacing between the multi‐span conditions.

3. 4. Per NDS 2018 Section 2.3.2, reference design values shall be multiplied by the appropriate load duration factor, CD.

Typical Design Loads
All calculations for properties of panels are calculated in accordance with the National Design Specification (NDS) for Wood Construction, 2018 Edition. Allowable loads are based on at least two sections of the tongue and groove decking in place, with tongue and groove in contact.
59 85
133
Three Span
Span Type
47 68
106
40 Dead Load
Live Load
Weight of panels and roof covering material must be deducted from values to obtain net allowable load.

Single Span
Two Span
27 35
2" X 6"
Member Size
52 71
102
160
33 43

1.734 1.698
Snow Load
Wind Load
2 x 6 Tongue and Groove Panels
Allowable Loads
Hem Fir No. 1
Factory Stained
Earthquake Load
Allowable Load (psf)
Se (in3
) Ma (in‐kips)
Section View of Typical Panel Isometric View of Panels
Cudahy Park Renovation Project, Project # PRE-001 Document Control 447 of 1214 Page 477 of 1692

1. Section properties are calculated in accordance with the 2016 AISI North American Specification for the Design of Cold-Formed Steel Structural Members.

2. Va is the allowable shear.

3. Pa is the allowable load for web crippling on end & interior supports.

4. Ix is for deflection determination.

5. Se is for bending.

6. Ma is the allowable bending moment.

7. All values are for one foot of panel width.

Notes:

1. Allowable uniform loads are based upon equal span lengths.

2. Live is the allowable live or snow load.

3. Deflection (L/180) is the allowable load that limits the panel's deflection to L/180 while under positive or live load.

4. Deflection (L/240) is the allowable load that limits the panel's deflection to L/240 while under positive or live load.

5. The weight of the panel has NOT been deducted from the allowable loads.

6. Positive wind and Live load values are limited to combined shear & bending using Eq. H2-1 of the AISI Specification.

7. Values of ASTM E1592 Wind Uplift Testing include a factor of safety of 1.67. Shaded areas are outside of test range. Contact McElroy Metal for more information.

8. Positive Wind and Live Load values are limited by web crippling using a bearing length of 2".

9. Web crippling values are determined using a ratio of the uniform load actually supported by the top flanges of the section.

10. Load Tables are limited to a maximum allowable load of 500 psf. 2 Span
3 Span
4 Span
Live
Positive Wind
Deflection (L/180)
Deflection (L/240)
Live
Positive Wind

0.7920 1.0305
Va
kip/ft.

0.0848 1.4115 0.0476
Ix
(in.4/ft.)
Se
(in.3/ft.)
76 125.03 0.0390

SECTION PROPERTIES TOP IN COMPRESSION BOTTOM IN COMPRESSION Ma
kip-in./ft.

50.0 Pa_int
lbs/ft.

Single
104
16 13 10
418 76
44 25 20
15 31 25 21 17
37 29 23
50 13
39 500 300 126
Allowable Uniform Loads (PSF)
89 65 48 19
252 169 118 86 65
172
129
55 87 49 39
64 68
64 377
31 26
49 39 31 26 12 11
18 12 11
14 14
Deflection (L/180) 500 500
22 18
500 329 191 124
119
Deflection (L/240) 500 500
500 500 500
500 329
500
500
22 18
16 489
500 500
22 16
500 401
178 83
238
61 46 35 27 14 12
500 500 111 61 47 81 24 37 29 19 16
34 28 23 20 17 15 13 11
13 132 93 52 41
52 41 34 28 11 23 20 17 15
45 28 23 19 15
Positive Wind 500 350 204 132 93
107 78 58
78 25 21
35 47 37 30
Deflection (L/240) 500 500 500 500 361
22 19
500 500 482 203 60
165 75 42 33 27 12 55 16 13 10 9
165 107 75 19 16 13 12 10 9
191 124 87
283
500 287
107
500 350 204
60 9
26 Deflection (L/180) 500 500
Live 500 287
33 Deflection (L/240) 500 500 500 355 205
81 59 44 34 12 14
68 42
86 21 17
27 22
142 104
152
Deflection (L/180) 500 500 500
33 115
189
159
235 150
474 274
19 14
303
227
Live 500 58 46 37 31 26 22 16 13
Positive Wind 500 418 235 150 104 58 46 37 31 26 22 19 16 14 13

4.00 4.50 5.00 5.50
Span in Feet

7.00 7.50 8.50 8.00
Se
(in.3/ft.)

GAUGE WEIGHT
(PSF)
FY
(KSI)
Ix
(in.4/ft.)
371.48 0.0565
Medallion-Lok 16"
Span Type Load Type 1.00 1.50
Ma
kip-in./ft.
24 1.30
Bare & Painted
ASTM E1592 Uplift Testing 75.7 66.4 57.0 53.2 49.4 45.6 41.8 38.0 34.2

3.50 6.00 6.50
Pa_end
lbs/ft.

2.00 2.50 3.00
12/1/2021
Cudahy Park Renovation Project, Project # PRE-001 Document Control 448 of 1214 Page 478 of 1692 Cudahy Park Renovation Project, Project # PRE-001 Document Control 449 of 1214 APPENDIX 6.0

STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION

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Cudahy Park Renovation Project, Project # PRE-001 Document Control 450 of 1214 For individual use only by [email protected] as per copyright law. Order ID: 0083245078

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Cudahy Park Renovation Project, Project # PRE-001 Document Control 451 of 1214 Page 481 of 1692 Cudahy Park Renovation Project, Project # PRE-001 Document Control 452 of 1214 For individual use only by [email protected] as per copyright law. Order ID: 0083245078

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ARBORIST TREE INVENTORY AND REPORT

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Cudahy Park Renovation Project
Construction Impact Report
SUBMITTED TO:

Aurelio Trujillo
City of Cudahy
5220 Santa Ana Street
Cudahy, CA 90201
PREPARED BY:

JEFF CRAIN
ISA Board Certified Master Arborist WE6658B
ISA Qualified Tree Risk Assessor
AUGUST 22, 2025
Cudahy Park Renovation Project, Project # PRE-001 Document Control 464 of 1214 Page 494 of 1692 Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com Table of Contents
Background and Assignment .......................................................................................................... 1 Assignment ................................................................................................................................. 1 Limits of the Assignment ............................................................................................................ 1 Purpose and Use of the Report .................................................................................................... 1 Results of the Site Visit................................................................................................................... 1 General Site Conditions .............................................................................................................. 1 Tree Conditions ........................................................................................................................... 3 Potential Project Impacts and Recommendations ....................................................................... 8 Bibliography ................................................................................................................................. 14 Appendix A Site Photos ................................................................................................................ 15 Appendix B Assumptions and Limiting Conditions ..................................................................... 24 Appendix C Certificate of Performance ....................................................................................... 25 Cudahy Park Renovation Project, Project # PRE-001 Document Control 465 of 1214 Page 495 of 1692 Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 1 Background and Assignment
Assignment
The assignment per the Scope of Work on Proforma 97433 was to prepare a Construction Impact Report for creation of a bioswale area along the south and a portion of the southwestern perimeter of Cudahy Park in the City of Cudahy, California. The site visit was conducted on August 15, 2025 and included an evaluation of all trees in the project area.

Limits of the Assignment
The assignment did not include any excavation of soil to determine the location of tree roots prior to the beginning of construction work. The recommendations in this report are generalized protocols if roots from the subject tree are encountered during construction activities.

The report is not intended to be legal advice and does not represent legal advice as such.

Purpose and Use of the Report
The purpose of this report is to provide the City of Cudahy staff with an evaluation of the suitability for preservation for each subject tree and recommended procedures to protect the roots of the subject trees during the construction activities. The decisions as to which recommendations will be adopted and how they will be implemented will be the responsibility of City of Cudahy staff as the Controlling Authority.

Results of the Site Visit
The site visit was conducted August 15, 2025, to evaluate the current status of the subject trees, site conditions, and suitability for preservation given the project specifications. A total of forty-four (44) trees were evaluated including twenty-three (23) shiny xylosma (Xylosma congesta), nine (9) red ironbark (Eucalyptus sideroxylon), five (5) coast live oak (Quercus agrifolia), three (3) Japanese cheesewood (Pittosporum tobira), two (2) tipu (Tipuana tipu), one (1) Afrcian fern pine (Afrocarpus falcatus), and one (1) western sycamore (Platanus racemosa).

General Site Conditions
The subject trees are located along the south and southwest perimeter of Cudahy Park. Prak-24, Park-25, Park26, Park-28, Park-61, Park-180, and Park 181 are in an open area, surrounded by turf grass. The remaining trees are in an approximately ten foot (10’) wide planter between a concrete sidewalk walking path to the north and the fence demarcating the park boundary to the south. The area between trees is mostly bare ground. The shiny xylosma (Xylosma congesta) in this area appear to have been originally planted as a hedge along the fence line, but have grown to be small trees.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 466 of 1214 Page 496 of 1692 Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 2 Figure 1: Overview Site Map
Cudahy Park Renovation Project, Project # PRE-001 Document Control 467 of 1214 Tree # Name Name Preservation (DBH, in.) radius (ft.) Zone radius (ft.) Park-24 Tipu Tipuana tipu Good Fair Good High 2.25 1 1.5 • Trunk bends.
• Codominant leaders.
• Poorly staked, with stakes on only one side
• Partially corrected trunk bend.
• Codominant leaders.

Park-26 Coast live oak Quercus
agrifolia Good Fair –
Good Good High 5.5 1.5 3
• Codominant leaders.
• Slightly buried root collar.
• Possible
Park-28 Coast live oak Quercus
agrifolia Good Fair Good High 2.5 1 1.5
• Minor powdery mildew infection on a few of
the outer young branches with associated
witched brooms forming.
• Codominant leaders.
• Buried root collar.
• Gopher activity in the surrounding turf.

Western Platanus • Signs of minor ISHB infection.

Park-61 Coast live oak Quercus
agrifolia Poor Fair Fair Moderate 4 1 2
• Major wound on trunk with decay nearly
girdling trunk.
• Buried root collar.
• Corrected bend in lower trunk.
• Signs of decay on some branches.
• Dead foliage throughout canopy.
upper 50%.

Park-180 Coast live oak Quercus
agrifolia
Fair –
Poor Fair Fair –
Poor Low 2 1 1.5
• Significant wound on trunk.
• Buried root collar.
• Thin canopy.
• Soil oversaturated around the tree.

Park-181 Coast live oak Quercus
agrifolia Fair Fair Fair Moderate 2.75 1 1.5
• Major wound on lower trunk with signs of
decay.
• Codominant leaders.
• Shaded by adjacent trees. Page 497 of 1692

Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 3 Tree Conditions
Table 2 lists the health, structure, form, suitability for preservation, minimum calculated Critical Root Zone, minimum calculated Tree Protection Zone, and condition notes for each of the trees evaluated.

Suitability for Preservation ratings are based on the ISA Best Management Practices (BMPs) – Managing Trees During Site Development and Construction, Third Edition. Trees rated “high” are in good condition, have a long remaining life span, are desirable, and are species that tolerate construction damage. A “low” rating is assigned to trees in poor condition, have a short remaining life span, have poor aesthetics, are intolerant of construction damage, or are invasive species. “Moderate” rated trees are trees with issues that may be mitigated with arboriculture treatments.

The minimum calculated Critical Root Zone (CRZ) was calculated as three times (3X) the diameter at breast height (DBH) according to American National Standards Institute (ANSI) A300 Tree Care Standards and the International Society of Arboriculture (ISA) Best Management Practices (BMPs) – Managing Trees During Site Development and Construction, Third Edition.

The minimum calculated Tree Protection Zone (TPZ) was calculated according to ANSI A300 Tree Care Standards and the ISA BMPs Managing Trees During Site Development and Construction Third Edition. Table 1 is taken from the ISA BMPs and indicates the minimum TPZ distance from the base of a tree as a multiple of the DBH and based on species tolerance for construction damage and relative tree age.

Table 1: Guidelines for calculating tree protection zone radius (Taken from ISA BMPs Managing Trees During Site Development and Construction Third Edition. Page 19.) Cudahy Park Renovation Project, Project # PRE-001 Document Control 468 of 1214 Page 498 of 1692

Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 4 ArborAccess
Tree #
Common
Name
Botanical
Name Health Structure Form Suitability for Preservation Diameter at
Breast Height
(DBH, in.)
Minimum
Calculated CRZ
radius (ft.)
Tree Protection
Zone radius (ft.) Condition Notes
Park-24 Tipu Tipuana tipu Good Fair Good High 2.25 1 1.5 • Trunk bends.
• Codominant leaders.
• Poorly staked, with stakes on only one side
Park-25 Tipu Tipuana tipu Good Fair Fair High 2.5 1 1.5 • Partially corrected trunk bend.
• One-sided canopy growth in the direction of
the trunk lean.
• Codominant leaders.

Park-55 Western
sycamore
Platanus
racemosa
Good Fair Good High 26 6.5 13
• Signs of minor ISHB infection.
• Corrected trunk bends.
• Codominant leaders.

Park-56 Japanese
cheesewood
Pittosporum
tobira Fair Poor Fair Moderate 4 1 2
• Signs of decay from trunk wound.
• Partially corrected lower trunk lean.
• One-sided canopy growth.
• Deadwood in canopy.
• Unbalanced canopy distribution toward the
upper 25%.

Park-57 Red ironbark Eucalyptus
sideroxylon Fair Fair Fair Moderate 21 5 10.5
• Limited canopy space.
• One-sided canopy growth.
• Embedded root in root collar from adjacent
sycamore.
• Partially corrected trunk bends throughout.

Park-58 Red ironbark Eucalyptus
sideroxylon
Fair –
Poor Poor Fair –
Poor Moderate 14 3.5 7
• Corrected trunk bend.
• Codominant leaders.
• Topped.
• Thin canopy.

Park-59 Red ironbark Eucalyptus
sideroxylon Poor Fair - Poor Fair –
Poor Moderate 26.5 7 13
• Codominant leaders.
• Slightly buried root collar.
• Thin canopy.

Park-60 Red ironbark Eucalyptus
sideroxylon Good Fair Fair High 24.5 6 12 • Codominant leaders.

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Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 5 ArborAccess
Tree #
Common
Name
Botanical
Name Health Structure Form Suitability for Preservation Diameter at
Breast Height
(DBH, in.)
Minimum
Calculated CRZ
radius (ft.)
Tree Protection
Zone radius (ft.) Condition Notes
Park-62 Red ironbark Eucalyptus
sideroxylon Fair Fair –
Poor
Fair –
Poor Moderate 31 8 16
• Thin canopy.
• Partially corrected trunk bends.
• Significant heading cuts throughout canopy.
• Unbalanced canopy distribution toward the
upper 50%.

Park-63 Red ironbark Eucalyptus
sideroxylon
Fair -
Poor Fair Poor Moderate 15.5 4 8
• Corrected trunk lean.
• Significant heading cuts throughout canopy.
• Thin canopy.

Park-64 Red ironbark Eucalyptus
sideroxylon Fair Fair Fair High 29.5 7 15
• Significant heading cuts throughout canopy.
• Unbalanced canopy distribution toward the
upper 50%.

Park-65 Red ironbark Eucalyptus
sideroxylon Fair Fair Fair Moderate 19 5 10
• Codominant leaders.
• Significant heading cuts throughout canopy.
• Thin canopy.

Park-66 Red ironbark Eucalyptus
sideroxylon Good Fair Fair High 19.5 5 10 • Codominant leaders. • Heading cuts.

Park-68 African fern
pine
Afrocarpus
falcatus Good Fair Fair Moderate 18.5 5 9
• Tree is in very small well in concrete. Likely to
be root damage if sidewalk is removed.
• Codominant leaders.
• Unbalanced canopy distribution toward the
upper 50%.

Park-180 Coast live oak Quercus
agrifolia
Fair –
Poor Fair Fair –
Poor Low 2 1 1.5
• Significant wound on trunk.
• Buried root collar.
• Thin canopy.
• Soil oversaturated around the tree.

Park-181 Coast live oak Quercus
agrifolia Fair Fair Fair Moderate 2.75 1 1.5
• Major wound on lower trunk with signs of
decay.
• Codominant leaders.

Park-182 Shiny xylosma Xylosma
congesta
Fair -
Poor Poor Poor Low 5.5 1.5 3
• Shaded by adjacent trees.
• Twisted trunk structure.
• Signs of decay in trunk wounds.
• Topped.
• Limited number of branches.

Park-183 Shiny xylosma Xylosma
congesta
Fair –
Good Poor Fair -
Poor Low 7 2 3.5
• Twisted trunk structure.
• One-sided canopy growth.
• Deadwood throughout canopy.

Park-184 Shiny xylosma Xylosma
congesta Fair Fair –
Poor
Fair –
Poor Low 8.5 2 4
• Twisted trunk structure.
• One-sided canopy growth.
• Deadwood in upper canopy.

Park-185 Shiny xylosma Xylosma
congesta
Fair -
Poor Poor Poor Low 5 1 2.5
• Twisted trunk structure.
• Topped.
• Limited canopy.

Park-186 Shiny xylosma Xylosma
congesta
Fair –
Good
Fair –
Poor Fair Low 10.5 3 5
• Codominant leaders.
• Twisted trunk structure.
• Deadwood in canopy.

Park-187 Shiny xylosma Xylosma
congesta Fair Poor Poor Low 6 1.5 3
• Topped.
• Limited canopy.
• Twisted branch structure.

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Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 6 ArborAccess
Tree #
Common
Name
Botanical
Name Health Structure Form Suitability for Preservation Diameter at
Breast Height
(DBH, in.)
Minimum
Calculated CRZ
radius (ft.)
Tree Protection
Zone radius (ft.) Condition Notes
Park-188 Shiny xylosma Xylosma
congesta Fair Fair Fair Low 8.5 2 4 • Twisted trunk structure. • Codominant leaders.

Park-189 Shiny xylosma Xylosma
congesta Fair Poor Fair Low 6.5 1.5 3
• Twisted trunk structure.
• One-sided canopy growth.
• Signs of decay in wounds on trunk.

Park-190 Shiny xylosma Xylosma
congesta Fair Poor Poor Low 6.5 1.5 3
• Twisted trunk structure.
• One-sided canopy growth.
• Limited growing space.

Park-191 Shiny xylosma Xylosma
congesta Good Poor Fair –Poor Low 6.5 1.5 3 • Twisted trunk structure. • One-sided canopy growth.

Park-192 Shiny xylosma Xylosma
congesta Good Fair –Poor
Fair –
Poor Low 7 2 3.5 • Twisted trunk structure.
• Codominant leaders.

Park-193 Shiny xylosma Xylosma
congesta Fair Poor Poor Low 5.25 1 2.5
• Twisted trunk structure.
• Codominant leaders.
• Limited canopy space.

Park-194 Shiny xylosma Xylosma
congesta Fair Fair –
Poor
Fair –
Poor Low 8 2 4
• Twisted trunk structure.
• Codominant leaders.
• Signs of trunk decay..

Park-195 Shiny xylosma Xylosma
congesta Good Fair –Poor Fair Low 9 2 4.5 • Twisted trunk structure. • Codominant leaders.

Park-196 Shiny xylosma Xylosma
congesta Good Fair –
Poor
Fair –
Poor Low 10 2.5 5
• Twisted trunk structure.
• Unbalanced canopy distribution toward the
upper 50%.

Park-197 Shiny xylosma Xylosma
congesta Good Fair –
Poor Fair Low 10 2.5 5
• Twisted trunk structure.
• Unbalanced canopy distribution toward the
upper 50%.

Park-198 Shiny xylosma Xylosma
congesta Fair Fair –
Poor
Fair –
Poor Low 11 3 5.5
• Unbalanced canopy distribution toward the
upper 50%.
• Topped.
• Limited canopy.

Park-199 Japanese
cheesewood
Pittosporum
tobira Good Fair Good Moderate 7 2 3.5
• Unbalanced canopy distribution toward the
upper 50%.
• Codominant leaders.

Park-200 Japanese
cheesewood
Pittosporum
tobira Good Fair Fair Moderate 6.25 1.5 3
• Codominant leaders.
• Limited canopy space.
• Signs of decay on trunk.

Park-201 Shiny xylosma Xylosma
congesta Fair Fair –
Poor Fair Moderate 15 4 7.5
• Unbalanced canopy distribution toward the
upper 50%.
• Ivy on lower trunk.
• Codominant leaders.
• One-sided canopy growth.

Park-202 Shiny xylosma Xylosma
congesta Good Fair Fair Low 9 2 4.5
• Codominant leaders.
• Twisted trunk structure.
• Signs of decay in trunk bend.

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Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 7 ArborAccess
Tree #
Common
Name
Botanical
Name Health Structure Form Suitability for Preservation Diameter at
Breast Height
(DBH, in.)
Minimum
Calculated CRZ
radius (ft.)
Tree Protection
Zone radius (ft.) Condition Notes
Park-203 Shiny xylosma Xylosma
congesta Fair Fair –
Poor Fair Low 7.5 2 4
• Codominant leaders.
• Twisted trunk structure.
• Signs of decay on trunk.

Park-204 Shiny xylosma Xylosma
congesta Good Fair –
Poor
Fair –
Poor Low 11 3 5.5
• Codominant leaders.
• Twisted trunk structure.
• Signs of decay in trunk bend.

Park-205 Shiny xylosma Xylosma
congesta Good Fair –
Poor
Fair –
Poor Low 9.5 2
• Codominant leaders.
• Twisted trunk structure.
• Signs of decay on trunk.

Park-206 Shiny xylosma Xylosma
congesta Fair Poor Fair Low 8 2 4
• Twisted trunk structure.
• One-sided canopy growth.
• Dead branches.
• Signs of decay on trunk.

Table 2: Health, Structure, Form and Suitability for Preservation for the trees included in this evaluation.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 472 of 1214 Page 502 of 1692

Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 8 Potential Project Impacts and Recommendations
Figure 2 shows the grading plan for the bioswale to be installed at Cudahy Park. The plan calls for hand digging in the area within the Tree Protection Zone (TPZ) as defined in Table 2. The TPZ should be clearly delineated in the field with construction fence. Where the TPZs of adjacent trees overlap, a single fence can be placed around the entire grove. Other than the hand digging required for the bioswale grading, the following activities should be avoided in the TPZ to the extent possible for trees to be retained:
• Changing the grade (soil cuts and fills), other than as necessary for water flow within the bioswale. If significant grading is required within the TPZ, the tree should be considered for removal.
• Excavating trenches
• Cutting Roots
• Pedestrian and equipment traffic that could compact the soil or physically damage roots • Parking or operation of personal or construction vehicles or equipment • Storing soil, construction materials, petroleum products, water, or building refuse • Disposing of wash water, fuel, or other potentially damaging liquids Figure 2: Grading Plan for Cudahy Park Renovation Project Cudahy Park Renovation Project, Project # PRE-001 Document Control 473 of 1214 Page 503 of 1692

Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 9 Tree health, structure and form were considered to determine the suitability of preservation.

Twenty-three (23) trees with a “Low” Suitability for Preservation, including the shiny xylosma (Xylosma congesta) that appear to be originally planted as a hedge (Table 3). The health, structure, and form of these trees is unlikely to be improved by arboriculture mitigation measures and they should be considered for removal and replacement as part of the Project.

ArborAccess
Tree #
Common
Name
Botanical
Name Health Structure Form Condition Notes
Park-180 Coast live oak Quercus
agrifolia
Fair –
Poor Fair Fair – Poor
• Significant
wound on
trunk.
• Buried root
collar.
• Thin canopy.
• Soil
oversaturated
around the
tree.

Park-182 Shiny xylosma Xylosma
congesta
Fair -
Poor Poor Poor
• Shaded by
adjacent
trees.
• Twisted trunk
structure.
• Signs of
decay in trunk
wounds.
• Topped.
• Limited
number of
branches.

Park-183 Shiny xylosma Xylosma
congesta
Fair –
Good Poor Fair - Poor
• Twisted trunk
structure.
• One-sided
canopy
growth.
• Deadwood
throughout
canopy.

Park-184 Shiny xylosma Xylosma
congesta Fair Fair – Poor
Fair –
Poor
• Twisted trunk
structure.
• One-sided
canopy
growth.
• Deadwood in
upper canopy.

Park-185 Shiny xylosma Xylosma
congesta
Fair -
Poor Poor Poor
• Twisted trunk
structure.
• Topped.
• Limited
canopy.

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Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 10 ArborAccess
Tree #
Common
Name
Botanical
Name Health Structure Form Condition Notes
Park-186 Shiny xylosma Xylosma
congesta
Fair –
Good
Fair –
Poor Fair
• Codominant
leaders.
• Twisted trunk
structure.
• Deadwood in
canopy.

Park-187 Shiny xylosma Xylosma
congesta Fair Poor Poor
• Topped.
• Limited
canopy.
• Twisted
branch
structure.

Park-188 Shiny xylosma Xylosma
congesta Fair Fair Fair
• Twisted trunk
structure.
• Codominant
leaders.

Park-189 Shiny xylosma Xylosma
congesta Fair Poor Fair
• Twisted trunk
structure.
• One-sided
canopy
growth.
• Signs of
decay in
wounds on
trunk.

Park-190 Shiny xylosma Xylosma
congesta Fair Poor Poor
• Twisted trunk
structure.
• One-sided
canopy
growth.
• Limited
growing
space.

Park-191 Shiny xylosma Xylosma
congesta Good Poor Fair – Poor
• Twisted trunk
structure.
• One-sided
canopy
growth.

Park-192 Shiny xylosma Xylosma
congesta Good Fair – Poor
Fair –
Poor
• Twisted trunk
structure.
• Codominant
leaders.

Park-193 Shiny xylosma Xylosma
congesta Fair Poor Poor
• Twisted trunk
structure.
• Codominant
leaders.
• Limited
canopy space.

Park-194 Shiny xylosma Xylosma
congesta Fair Fair – Poor
Fair –
Poor
• Twisted trunk
structure.
• Codominant
leaders.
• Signs of trunk
decay..

Park-195 Shiny xylosma Xylosma
congesta Good Fair – Poor Fair
• Twisted trunk
structure.
• Codominant
leaders.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 475 of 1214 Page 505 of 1692

Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 11 ArborAccess
Tree #
Common
Name
Botanical
Name Health Structure Form Condition Notes
Park-196 Shiny xylosma Xylosma
congesta Good Fair – Poor
Fair –
Poor
• Twisted trunk
structure.
• Unbalanced
canopy
distribution
toward the
upper 50%.

Park-197 Shiny xylosma Xylosma
congesta Good Fair – Poor Fair
• Twisted trunk
structure.
• Unbalanced
canopy
distribution
toward the
upper 50%.

Park-198 Shiny xylosma Xylosma
congesta Fair Fair – Poor
Fair –
Poor
• Unbalanced
canopy
distribution
toward the
upper 50%.
• Topped.
• Limited
canopy.

Park-202 Shiny xylosma Xylosma
congesta Good Fair Fair
• Codominant
leaders.
• Twisted trunk
structure.
• Signs of
decay in trunk
bend.

Park-203 Shiny xylosma Xylosma
congesta Fair Fair – Poor Fair
• Codominant
leaders.
• Twisted trunk
structure.
• Signs of
decay on
trunk.

Park-204 Shiny xylosma Xylosma
congesta Good Fair – Poor
Fair –
Poor
• Codominant
leaders.
• Twisted trunk
structure.
• Signs of
decay in trunk
bend.

Park-205 Shiny xylosma Xylosma
congesta Good Fair – Poor
Fair –
Poor
• Codominant
leaders.
• Twisted trunk
structure.
• Signs of
decay on
trunk.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 476 of 1214 Page 506 of 1692

Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 12 ArborAccess
Tree #
Common
Name
Botanical
Name Health Structure Form Condition Notes
Park-206 Shiny xylosma Xylosma
congesta Fair Poor Fair
• Twisted trunk
structure.
• One-sided
canopy
growth.
• Dead
branches.
• Signs of
decay on
trunk.

Table 3: Trees with a “Low” Suitability for Preservation.

The remaining trees were rated with a “Moderate” (13 trees) or “High” (8 trees) Suitability for Preservation. If the decision is made to retain the subject trees, construction should be monitored by a Certified Arborist and the following mitigation measures, based on ANSI A300 Standards and ISA BMPs, should be followed.

1. An International Society of Arboriculture Certified Arborist (Arborist) should be present during excavation.

2. Do not disturb or cut roots greater than 2” in diameter without first being inspected by the Arborist.
a. Roots greater than 2” diameter inadvertently cut should be reported to the Arborist to be inspected.

3. Clean cut all roots still connected to the tree root system at the edge of the excavation zone to encourage compartmentalization of the wounds and reduce the likelihood of pathogen infection.

4. Cover roots exposed during excavation with moist burlap to prevent desiccation. The burlap should be kept in place and moist until they are covered with soil or other materials associated with the project work.
a. If the burlap must be removed for project activities, the time the roots are uncovered should be minimized to the extent possible. The burlap should remain in place unless immediate work is being conducted in the protected area. b. To the extent possible, work that will require removal of the root protection should be conducted when temperatures are below 80 degrees Fahrenheit, and exposure should be avoided during the heat of the day.
c. The Arborist will inspect the exposed roots after work is completed in the area for signs of desiccation.
i. If exposed roots are damaged or desiccated, the root should be clean cut back to the remaining healthy tissue.

5. If large roots are encountered in the excavation area, they must be inspected by the Arborist.
a. If possible, larger roots should be left in place and protected in burlap or foam. i. Excavation can continue around and below the protected root. ii. Backfill and compaction can occur as required by project specifications with the root protected and intact.

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Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 13 b. Where preservation and protection of larger roots is not possible, the Arborist will determine if there is a risk to either the health or stability of the subject tree.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 478 of 1214 Page 508 of 1692

Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 14 Bibliography
American National Standards Institute. 2023. A300 Tree Care Standards. Tree Care Industry Association, Londonberry, NH.

Costello, Laurence R., Gary Watson, E. Thomas Smiley, and Richard Hauer. 2023. Best Management Practices – Root Management. Second Edition. International Society of Arboriculture, Atlanta, GA.

Matheny, Nelda, E. Thomas Smiley, Ryan Gilpin, and Richard Hauer. 2023. Best Management Practices – Managing Trees During Site Development and Construction. Third Edition.

International Society of Arboriculture, Atlanta, GA.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 479 of 1214 Page 509 of 1692

Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 15 Appendix A Site Photos
Park-24 – Tipu (Tipuana tipu)
Overview facing north.

Park-25 – Tipu (Tipuana tipu)
Overview facing east.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 480 of 1214 Page 510 of 1692

Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 16 Park-26 – Coast live oak (Quercus agrifolia)
Overview facing southeast.

Park-28 – Coast live oak (Quercus agrifolia)
Overview facing south.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 481 of 1214 Page 511 of 1692

Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 17 Park-55 – Western sycamore (Platanus racemosa)
Overview facing southeast.

Park-56 – Japanese cheeswood (Pittosporum tobira)
.

Overview facing south.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 482 of 1214 Page 512 of 1692

Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 18 Park-57 – Red ironbark (Eucalyptus sideroxylon)
Overview facing southeast.

Park-59 – Red ironbark (Eucalyptus sideroxylon)
Overview facing south.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 483 of 1214 Page 513 of 1692

Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 19 Park-60 – Red ironbark (Eucalyptus sideroxylon)
Overview facing south.

Park-61 – Coast live oak (Quercus agrifolia)
Overview facing south.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 484 of 1214 Page 514 of 1692

Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 20 Park-62 – Red ironbark (Eucalyptus sideroxylon)
Overview facing southwest.

Park-63 – Red ironbark (Eucalyptus sideroxylon)
Overview facing south.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 485 of 1214 Page 515 of 1692

Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 21 Park-64 – Red ironbark (Eucalyptus sideroxylon)
Overview facing south.

Park-65 – Red ironbark (Eucalyptus sideroxylon)
Overview facing south.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 486 of 1214 Page 516 of 1692

Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 22 Park-66 – Red ironbark (Eucalyptus sideroxylon)
Overview facing west.

Park-68 – Red ironbark (Eucalyptus sideroxylon)
Overview facing south.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 487 of 1214 Page 517 of 1692

Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 23 Park-180 – Coast live oak (Quercus agrifolia)
Overview facing northwest.

Park-181 – Coast live oak (Quercus agrifolia)
Overview facing east.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 488 of 1214 Page 518 of 1692

Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 24 Appendix B Assumptions and Limiting
Conditions

1. Care has been taken to obtain all information from reliable sources. All data has been verified insofar as possible; however, the Consultant can neither guarantee nor be responsible for the accuracy of information provided by others. Standard of Care has been met with regards to this project within reasonable and normal conditions.

2. The Consultant will not be required to give testimony or to attend court due to this report unless subsequent contractual arrangements are made, including payment of an additional fee for such services as described in the fee schedule and contract of engagement.

3. Loss or alteration of any part of this report invalidates the entire report.

4. Possession of this report or a copy thereof does not imply right of publication or use for any purpose by any other than the person to whom it is addressed, without the prior written consent of the Consultant.

5. This report and any values expressed herein represent the opinion of the Consultant, and the Consultant’s fee is in no way contingent upon the reporting of a stipulated result, a specified value, the occurrence of a subsequent event, nor upon any finding to be reported.

6. Unless expressed otherwise: 1) information contained in this report covers only those items that were examined and reflects the condition of those items at the time of inspection; and 2) the inspection is limited to visual examination of accessible items without dissection, excavation, or coring, unless otherwise stated. There is no warranty or guarantee, expressed or implied, that problems or deficiencies of the tree(s) or property in question may not arise in the future.

7. Arborists are tree specialists who use their education, knowledge, training, and experience to examine trees, recommend measures to enhance the beauty and health of trees, and attempt to reduce the risk of living near trees. It is highly recommended that you follow the arborist recommendations; however, you may choose to accept or disregard the recommendations and/or seek additional advice.

8. Arborists cannot detect every condition that could possibly lead to the structural failure of a tree. Trees are living organisms that fail in ways we do not fully understand. Conditions are often hidden within trees and below ground. Arborists cannot guarantee that a tree will be healthy or safe under all circumstances, or for a specific period.

9. Any recommendations and/or performed treatments (including, but not limited to, pruning or removal) of trees may involve considerations beyond the scope of the arborist’s services, such as property boundaries, property ownership, site lines, disputes between neighbors, and any other related issues. Arborists cannot take such considerations into account unless complete and accurate information is disclosed to the arborist. An arborist can then be expected to consider and reasonably rely on the completeness and accuracy of the information provided.

10. The author has no personal interest or bias with respect to the subject matter of this report or the parties involved. He/she has inspected the subject tree(s) and to the best of their knowledge and belief, all statements and information presented in the report are true and correct.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 489 of 1214 Page 519 of 1692

Tree Care Professionals Serving Communities Who Care About Trees www.WCAINC.com 25 Appendix C Certificate of Performance
I, Jeff Crain certify that:
• I have personally inspected the trees referred to in this report and have stated my findings accurately. The extent of the assessment is stated in the attached report and the Limits of the Assignment.
• I have no current or prospective interest in the tree or the property that are the subject of this report and have no personal interest or bias with respect to the parties involved. • The analysis, opinions, and conclusions stated herein are my own and are based on current scientific procedures and facts.
• My analysis opinions, and conclusions were developed, and this report has been prepared according to commonly accepted arboricultural practices. • No one provided significant professional assistance to me, except as indicated within the report.
• My compensation is not contingent upon the reporting of a predetermined conclusion that favors the cause of the client or any other party nor upon the results of the assessment, the attainment of stipulated results, or the occurrence of any subsequent events.

I further certify that I am a member of good standing of the International Society of Arboriculture. I have been involved in the field of municipal arboriculture in a full-time capacity for a period of more than 20 years.

Respectfully,
Jeff Crain
ISA Board Certified Master Arborist #WE-6658B
ISA Qualified Risk Assessor
Plant Health Care Arborist
West Coast Arborists Inc.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 490 of 1214 Page 520 of 1692 Cudahy Park Renovation Project, Project # PRE-001 Document Control 491 of 1214 APPENDIX 8.0

MANUFACTURER CATALOG CUT SHEETS AND BROCHURES
NOTES:

MANUFACTURER BROCHURES AND CATALOG CUT SHEETS IN THIS BOOKLET ARE FOR CONVENIENCE AND REFERENCE ONLY.

CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING MANUFACTURER'S

SALE REPRESENATIVES OF EACH PROPOSED EQUIPMENT, SITE FURNISHING, SITE AMENITIES, SPORT APPARATUS, ETC. AS INDICATED ON THE PLANS TO

OBTAIN AND SUBMIT ACTUAL COMPLETE CUT SHEETS, SHOP DRAWINGS,

ENGINEERING CALCULATIONS TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PURCHASING.

ALL SUBMITTALS OF CUT SHEETS AND SHOP DRAWINGS SHALL BE IN ACCORDANCE WITH SECTION 3-8 SUBMITTALS OF THE STANDARD

SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION (GREENBOOK) LATEST EDITION.

8.1 - PLAYGROUND EQUIPMENT

8.2 - SPLASH PAD EQUIPMENT

8.3 - OUTDOOR FITNESS EQUIPMENT

8.4 - SKATEPARK

8.5 - PICNIC SHADE SHELTER

8.6 - SITE FURNISHINGS AND AMENITIES

8.7 - TENNIS AND BASKETBALL APPARATUS

8.8 - PARKING LIGHTING AND ELECTRICAL

Page 521 of 1692 ends

Cudahy Park Renovation Project, Project # PRE-001 Document Control 492 of 1214

MANUFACTURER CATALOG

CUT SHEETS AND

BROCHURES
NOTES:

MANUFACTURER BROCHURES AND CATALOG CUT SHEETS IN THIS BOOKLET ARE FOR CONVENIENCE AND REFERENCE ONLY.

CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING MANUFACTURER'S

SALE REPRESENATIVES OF EACH PROPOSED EQUIPMENT, SITE FURNISHING, SITE AMENITIES, SPORT APPARATUS, ETC. AS INDICATED ON THE PLANS TO

OBTAIN AND SUBMIT ACTUAL COMPLETE CUT SHEETS, SHOP DRAWINGS,

ENGINEERING CALCULATIONS TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PURCHASING.

ALL SUBMITTALS OF CUT SHEETS AND SHOP DRAWINGS SHALL BE IN ACCORDANCE WITH SECTION 3-8 SUBMITTALS OF THE STANDARD

SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION (GREENBOOK) LATEST EDITION.

Page 522 of 1692 ends

Cudahy Park Renovation Project, Project # PRE-001 Document Control 493 of 1214

8.1 PLAYGROUND EQUIPMENT

Page 523 of 1692 ends

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Page 535 of 1692 ends

Last Updated 4.26.22
Outdoor Fitness General Specifications
PART 1 – GENERAL

1.01 SUMMARY
A. Section includes composite structure, stand-alone fitness stations, fitness courses and accessories.

B. Basis of design is GTFit fitness stations, Thrive composite structures, Challenge Couse fitness courses and accessories as manufactured by GameTime, a PlayCore Company, P.O.

Box 680121, Fort Payne, Alabama 35968-0121, Phone: 1-800-235-2440, www.GameTime.com.

1.02 SUBMITTALS
A. Product Data: Include physical characteristics such as shape, dimensions, gauge and material for each component. Provide finish information and available colors.

B. Shop Drawings: Include plans, elevations, details, and installation instructions for each component.

C. Warranty: Include sample of manufacturer’s standard warranty.

1.03 QUALITY ASSURANCE
A. Installer: Must be certified by the manufacturer.

B. Safety Standards: Comply with requirements of ASTM F 3101-15.

1.04 WARRANTY
A. Warranty shall meet or exceed the warranty provisions of GameTime as follows:

Lifetime limited warranty on all hardware..
10 Year GTfit, THRIVE and Challenge Course stationary posts, welds, and bars. 10 Year limited warranty on integrated GTShade® products. 10 Year limited warranty on fiberglass and DHPL signage. 5 Year limited warranty on GTfit motion posts, welds, and bars against structural failure. 5 Year limited warranty on stainless damper modules, aluminum cycle covers, covered cable nets and components..
3 Year limited warranty on polyurea coated foam & rubber items 2 Year limited warranty on Challenge Course timing components.
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2 Year limited warranty bearings, steel pins, dampers, plastics, rubber parts, cycle pedals and shafts, molded seats, and backrests.
1 Year limited warranty on cycle rib belts and powder coating. 1 Year limited warranty Challenge Course timing components.and all other GameTime products.

PART 2 – PRODUCTS

2.01 MATERIALS
A. Main Structural Uprights

1. Shall be 5” outside diameter tubing, .120”” wall thickness, manufactured to ASTM A-500 Grade B tolerances from cold-formed steel conforming to ASTM A-569 Sheet Spec for steel coil. Minimum yield strength shall be 50,000 psi and minimum tensile strength shall be 55,000 psi. The exterior surface shall be hot dip galvanized; chromate conversions coated, and have a clear high performance organic polymer applied. All upright posts shall be coated with a custom formula TGIC polyester powder coating in conformance with the specification outlined herein.
(AND/OR)

2. Shall be all weld assemblies fabricated from 3"x 5" steel tubing, 1.20” wall thickness purchased 3/16" hot rolled steel plate, and purchased 1/4"hot rolled steel plate. Minimum yield strength shall be 45,000 psi and minimum tensile strength shall be 48,000 psi. The exterior surface is In line Zinc Flo Coating with a zinc coating of .03 thickness minimum, chromate conversion coated, and a clear high performance organic polymer is applied.

Galvanizing coverage shall demonstrate the ability to exceed 1000 hours salt spray corrosion exposure in accordance with ASTM B-117. Internal surface zinc rich 91% minimum zinc dust content in organic resin, as per ASTM F-1043. All upright posts shall be coated with a custom formula TGIC.
(AND/OR)

3. Shall be 5” outside diameter tubing. .180” wall thickness, manufactured to ASTM A-500 Grade B tolerances from cold-formed steel conforming to ASTM A-569 Sheet Spec for steel coil. Minimum yield strength shall be 50,000 psi and minimum tensile strength shall be 55,000 psi. The exterior surface shall be hot dip galvanized; chromate conversions coated, and have a clear high performance organic polymer applied. All upright posts shall be coated with a custom formula TGIC polyester powder coating in conformance with the specification outlined herein.

B. Component Attachment – Must be factory preset to the uprights to ensure full field compliance with current safety standards. Hinges, or any clamps, that require field locating or field drilling or installation are not acceptable, due to the susceptibility of installation out of compliance with safety standards.

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C. Plastisol Coated Steel – Products including platforms and steps shall be fabricated from 12 gauge perforated steel with a .08” minimum thickness, textured slip-resistant polyvinyl chloride plastisol dipped coating. Square deck size must be at least 36” x 36” (2,401 square inches), and triangular decks must be equally 36” on all sides (1,250 square inches) and bolt through the uprights. Platforms must attach directly to threaded inserts factory installed to uprights, using (1) 3/8” bolts at each upright connection point to eliminate the possibility of deck slipping. Plastisol coating must be free of latex and tested to meet California standards for Phthalate levels and safe for children.

D. Molded Polyethylene – Products are to be rotationally molded plastic with a ¼” nominal wall thickness. All plastic is to be U.V. stabilized with optional graphics molded into the component during the molding process. Molded products shall have an anti-static additive, and be available in any of the manufacturer’s standard colors.

E. Metal Climbers and Enclosures

1. Shall be fabricated from 1 5/16” OD x .083” (14 gauge) wall galvanized steel tubing with vertical members fabricated of 1 1/16” OD x .075 (15 gauge) wall galvanized steel tubing. All tubing used shall be an electrical resistance welded, cold rolled, high strength steel tubing. The exterior coating will consist of an in line Zinc Flo Coating with a zinc coating of .03 thickness minimum, chromate conversion, and acrylic overcoating. The interior coating will consist of a special organic acrylic modified polyester.
(AND/OR)

2. Shall be fabricated from 3-1/2" O.D. x .095" (13 gauge) galvanized pipes and 2-3/8" O.D. x .095" (13 gauge) galvanized pipes, and 3/16" Thick H.R. Steel Mounting Plates. All tubing used shall be an electrical resistance welded, cold rolled, high strength steel tubing. The exterior coating will consist of an in line Zinc Flo Coating with a zinc coating of .03 thickness minimum, chromate conversion, and acrylic overcoating. The interior coating will consist of a special organic acrylic modified polyester.
(AND/OR)

3. Shall be fabricated from 1.66´ O.D.x 0.109´ steel tubing. All tubing used shall be an electrical resistance welded, cold rolled, high strength steel tubing. The exterior coating will consist of an in line Zinc Flo Coating with a zinc coating of .03 thickness minimum, chromate conversion, and acrylic over-coating. The interior coating will consist of a special organic acrylic modified polyester. (AND/OR)

4. Shall be fabricated from 2" x 2" x .120" (11 Gauge) wall galvanized steel tubing, 1- 5/16" O.D. x .083" (14 Gauge) wall galvanized steel tubing, and 3/16" Thick H.R.

Steel.. All tubing used shall be an electrical resistance welded, cold rolled, high strength steel tubing. The exterior coating will consist of an in line Zinc Flo Coating with a zinc coating of .03 thickness minimum, chromate conversion, and acrylic over-
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coating. The interior coating will consist of a special organic acrylic modified polyester.
(AND/OR)

5. Shall be fabricated from 2" x 2" x .120" (11 Gauge) wall galvanized steel tubing, 1- 5/16" O.D. x .083" (14 Gauge) wall galvanized steel tubing,. All tubing used shall be an electrical resistance welded, cold rolled, high strength steel tubing. The exterior coating will consist of an in line Zinc Flo Coating with a zinc coating of .03 thickness minimum, chromate conversion, and acrylic over-coating. The interior coating will consist of a special organic acrylic modified polyester.

F. Hardware – All nuts, bolts, screws, inserts, and lockwashers used in the assembly of all play equipment shall be stainless steel, yellow dichromate plated steel, blue-coat plated steel, mechanically galvanized or powder coated/yellow dichromate plated steel. All primary fasteners shall be 304 alloy stainless steel. Fasteners with yellow dichromate treatment have an electro-deposited, 99.9% pure zinc substrate applied from a specially formulated solution sealed with a yellow dichromate top coat designed to work in conjunction with the zinc plating. Yellow dichromate has a 320% longer life to white corrosion and 275% longer to red corrosion than does hot-dip galvanizing.

G. Thermoformed Products
All polyethylene shall be an ultra high molecular weight material. All thermoformed molded products shall meet or exceed the following specifications: ASTM D-1248, Type III, Class A, Category 5 and ASTM D-4976 PE235; Density (ASTM D-1505); Melt Flow (ASTM D-1238); Tensile Values (ASTM D-638); Flexural Modulus (ASTM D-790); ESCR Value (ASTM D1693); Vicat Temperature (ASTM D-1525); Brittleness Temperature (ASTM D-746). Complies with FDA Regulation 21 CFR 177.1520. Complies with FMVSS #302 @ >.060".

2.02 REQUIRED COMPONENTS
A. In addition to the requirements contained in this section, refer to layout drawings and schedules of components and accessories on drawings.

B. All components, accessories, hardware, and other items required for a complete and usable system shall be provided.

A.03 FINISHES
A. Coated Parts

1. Shall be coated with polyester coating uniformly applied by the electrostatic method to a minimum thickness of four mils. Promptly after application of the powder, the coating shall be oven-cured at 400 degrees Fahrenheit. The color(s) of the polyester coating shall be as selected by the Architect from the manufacturer’s standard and/or custom color selection charts.
(AND/OR)

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2. Shall be coated with a 1 lb Polyurea Spray (BC648B-Black), 1lb Polyurea Spray (Playspray 274 A).

GameTime uses an epoxy primer specifically engineered for encapsulating and penetrating cracks, crevices and voids in materials. We cover 100% of exposed metal components with a minimum of 3 mils of epoxy primer. Primed metal components are semi-cured before applying a three to five mil top coat of Super Durable powder paint - the industry's highest grade of powder available without custom formulation. Our Super Durable paint and epoxy primer is tested to 4000+ hours with
minimum creep, gloss loss, color change. This far exceeds the industry standard of 1000 hours of corrosion testing.

B. Galvanized Finish – All components shall have a galvanized finish prior to powder coating and all welds shall be protectively coated with ZRP, a zinc primer that forms a rust-resistant barrier layer over each weld. All galvanized surfaces shall be free of burs, splinters, and sharp edges.

PART 3 – EXECUTION

3.01 INSTALLATION
A. General – Comply with manufacturer’s written installation instructions.

B. Uprights – Set posts in concrete footings. Protect finish during installation. Comply with locations, height, and plumb requirements.

3.02 FIELD QUALITY CONTROL
A. Installation shall be performed by factory certified technicians with at least 3 years experience installing playground equipment

3.03 COMPLETION
A. Protect installed products until completion of project.

B. Touch up, repair, or replace damaged products before substantial completion.

C. Installer shall turn over all installation instructions, parts lists, maintenance instructions, tool kits, and spare materials to the owner upon completion.
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Cudahy Park Renovation Project, Project # PRE-001 Document Control 511 of 1214 Page 541 of 1692 Freestanding Play Events
Freestanding play equipment and accessories as manufactured by GameTime, a PlayCore Company, P.O. Box 680121, Fort Payne, Alabama 35968-0121, Phone: 1-800-235-2440, www.GameTime.com, shall adhere to the following specifications:

A. Molded Polyethylene – Products are to be rotationally molded plastic with a ¼” nominal wall thickness. All plastic is to be U.V. stabilized with optional graphics molded into the component during the molding process. Molded products shall have an anti-static additive and be available in any of the manufacturer’s standard colors.

B. High Density Polyethylene shall be made from either ½” or 3/4" thick (depending on application used) high density, UV-stabilized and color impregnated polyethylene.

C. Cables - shall be 18mm polyester twisted type with the following properties: calculated tensile strength of >60kN, quantity 6 strands 2.8mm diameter each, steel strands shall have QTY 19 steel wires diameter .62mm each, quantity 3 fiber core 2.7mm diameter each, UV protected polyester impregnated. Terminations shall be made of the following materials: Aluminum forks, stainless steel D-shackles, stainless steel lifting eye nuts. Connections shall be made of the following: Aluminum connector eggs, aluminum 2-piece T-joints, aluminum T-joints, aluminum in-line connector, aluminum ferrules.

D. Hardware – All nuts, bolts, screws, inserts, and lock washers used in the assembly of all play equipment shall be stainless steel, yellow dichromate plated steel, blue-coat plated steel, mechanically galvanized or powder coated/yellow dichromate plated steel. All primary fasteners shall be 304 alloy stainless steel. Fasteners with yellow dichromate treatment have an electro-deposited, 99.9% pure zinc substrate applied from a specially formulated solution sealed with a yellow dichromate topcoat designed to work in conjunction with the zinc plating.

Yellow dichromate has a 320% longer life to white corrosion and 275% longer to red corrosion than does hot-dip galvanizing. PowerScape Plus stainless-steel fasteners shall be button pinin head, socket cap screws with a two-part epoxy locking patch added to the threads. The twopart locking patch shall consist of one part resin and one part catalyst which are activated during installation. After curing, the material shall require a minimum of five times the installation torque to remove the fastener. Manufacturer shall provide special installation tools for pinned fasteners.

FINISHES
A. Polyester (Powder) Coating – The polyester coating shall be uniformly applied by the electrostatic method to a minimum thickness of four mils. Promptly after application of the powder, the coating shall be oven-cured at 350 degrees Fahrenheit. The color(s) of the polyester coating shall be as selected by the Architect from the manufacturer’s standard and/or custom color selection charts. The paint process must adhere to the Powder Coat Institute 4000 Certification.

B. Galvanized Finish – All components shall have a galvanized finish prior to powder coating and shall be protectively coated with ZRP, a zinc primer that forms a rust-resistant barrier layer.

All galvanized surfaces shall be free of burs, splinters, and sharp edges.
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Cudahy Park Renovation Project, Project # PRE-001 Document Control 514 of 1214 Page 544 of 1692 Last Updated 3.8.2022
Powerscape Playground System
PART 1 – GENERAL

1.01 SUMMARY
A. Section includes composite structure, stand-alone play events and accessories.

B. Basis of design is PowerScape® modular play structures, free-standing play equipment and accessories as manufactured by GameTime, a PlayCore Company, P.O. Box 680121, Fort Payne, Alabama 35968-0121, Phone: 1-800-235-2440, www.GameTime.com.

1.02 SUBMITTALS
A. Product Data: Include physical characteristics such as shape, dimensions, gauge and material for each component. Provide finish information and available colors.

B. Shop Drawings: Include plans, elevations, details, and installation instructions for each component.

C. Warranty: Include sample of manufacturer’s standard warranty.

1.03 QUALITY ASSURANCE
A. Manufacturer Qualifications: Equipment components shall be certified by IPEMA’s third party product certification service. Equipment and structural components shall bear the IPEMA certification seal. IPEMA validation is available at www.ipema.org.

B. Installer: Must be certified by the manufacturer.

C. Safety Standards: Comply with requirements of ASTM F 1487.

1.04 WARRANTY
A. Warranty shall meet or exceed the warranty provisions of GameTime as follows:

Lifetime limited warranty on PowerScape®, PrimeTime®, Modern City®, Xscape® & IONiX® uprights.

Lifetime limited warranty on Tru-Loc® connections and upright bolt-through connections.

Lifetime limited warranty on all hardware.
20 Year limited warranty on Timber Décor™ & Timbers recycled plastic lumber. 15 Year limited warranty on metal decks, pipes, rungs, rails, loops, braces, and footbucks. 15 Year limited warranty on rotationally molded products.
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15-Year limited warranty on VistaRope nylon bearings and ring junction pieces. 10 Year limited warranty on GTFit, THRIVE and Challenge Course posts & bars. 10 Year limited warranty on site furnishings against structural failure. 10-Year limited warranty on SunBlox® products.
10 Year limited warranty on integrated GTShade® products. 10 Year limited warranty on fiberglass and DHPL signage. 10-Year limited warranty on VistaRope WeaveTech cables. 5 Year limited warranty on TuffForms® structures, including TuffCrete™ and PolyShield. 5 Year limited warranty on nylon covered cable net climbers and components. 5 Year limited warranty on GT Symphony Freenotes™ Harmony Park components. 5 Year limited warranty on Super Seats™.
5-Year limited warranty on premature wear of VistaRope cables. 3 Year limited warranty on Everybody Plays polyurea coated foam & rubber strips. 3 Year limited warranty on SaddleMates® rubber and “C” springs. 3-Year limited warranty on SureGrip Material
2 Year limited warranty on Challenge Course timing components. 1 Year limited warranty on all other GameTime products.

PART 2 – PRODUCTS

2.01 MATERIALS
A. Main Structural Uprights

1. Shall be 5” outside diameter tubing, 1/8” wall thickness, extruded from 6005A-T61 aluminum alloy conforming to ASTM-B-221. Minimum yield strength shall be 35,000 psi and minimum tensile strength shall be 38,000 psi. All upright posts shall be coated with a custom formula TGIC polyester powder coating in conformance with the specification outlined herein.
(AND/OR)

2. Shall be 5” outside diameter, 11 gauge (nominal .120”) galvanized round tubing, manufactured to ASTM A-1011 Grade B tolerances from cold-formed steel conforming to ASTM A-569 Sheet Spec for steel coil. Minimum yield strength shall be 45,000 psi and
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Cudahy Park Renovation Project, Project # PRE-001 Document Control 516 of 1214 Page 546 of 1692 Last Updated 3.8.2022
minimum tensile strength shall be 48,000 psi. The exterior surface is In line Zinc Flo Coating with a zinc coating of .03 thickness minimum, chromate conversion coated, and a clear high performance organic polymer is applied. Galvanizing coverage shall demonstrate the ability to exceed 1000 hours salt spray corrosion exposure in accordance with ASTM B-117. Internal surface zinc rich 91% minimum zinc dust content in organic resin, as per ASTM F-1043. All upright posts shall be coated with a custom formula TGIC.

B. Tru Loc Connectors – Must attach directly to factory preset threaded insert in the uprights to ensure full field compliance with current safety standards. Hinged, or any clamps, that require field locating or field drilling or installation are not acceptable, due to the susceptibility of installation out of compliance with safety standards.

C. Plastisol Coated Steel – Products including decks, platforms, steps, and bridges shall be fabricated from 11-gauge perforated steel with a .08” minimum thickness, textured slipresistant polyvinyl chloride plastisol dipped coating. Square deck size must be at least 49” x 49” (2,401 square inches), and triangular decks must be equally 49” on all sides (1,040 square inches) and bolt through the uprights. Decks must attach directly to threaded inserts factory installed to uprights, using (2) 3/8” bolts at each upright connection point to eliminate the possibility of deck slipping. Plastisol coating must be free of latex and tested to meet California standards for phthalate levels and safe for children.

D. Molded Polyethylene – Products are to be rotationally molded plastic with a ¼” nominal wall thickness. All plastic is to be U.V. stabilized with optional graphics molded into the component during the molding process. Molded products shall have an anti-static additive and be available in any of the manufacturer’s standard colors.

E. High Density Polyethylene shall be made from either ½” or 3/4" thick (depending on application used) high density, UV-stabilized and color impregnated polyethylene.

F. Metal Climbers and Enclosures – Products shall be fabricated from 1 5/16” OD x .083” (14 gauge) wall galvanized steel tubing with vertical members fabricated of 1 1/16” OD x .075 (15 gauge) wall galvanized steel tubing. All tubing used shall be an electrical resistance welded, cold rolled, high strength steel tubing. The exterior coating will consist of an In-line Zinc Flo Coating with a zinc coating of .03 thickness minimum, chromate conversion, and acrylic overcoating. The interior coating will consist of a special organic acrylic modified polyester.

G. Cables - shall be 18mm polyester twisted type with the following properties: calculated tensile strength of >60kN, quantity 6 strands 2.8mm diameter each, steel strands shall have QTY 19 steel wires diameter .62mm each, quantity 3 fiber core 2.7mm diameter each, UV protected polyester impregnated. Terminations shall be made of the following materials: Aluminum forks, stainless steel D-shackles, stainless steel lifting eye nuts. Connections shall be made of the following: Aluminum connector eggs, aluminum 2-piece T-joints, aluminum T-joints, aluminum in-line connector, aluminum ferrules.

H. Hardware – All nuts, bolts, screws, inserts, and lock washers used in the assembly of all play equipment shall be stainless steel, yellow dichromate plated steel, blue-coat plated steel, mechanically galvanized or powder coated/yellow dichromate plated steel. All primary fasteners shall be 304 alloy stainless steel. Fasteners with yellow dichromate treatment have
JDPHWLPHFRP_
Cudahy Park Renovation Project, Project # PRE-001 Document Control 517 of 1214 Page 547 of 1692 Last Updated 3.8.2022
an electro-deposited, 99.9% pure zinc substrate applied from a specially formulated solution sealed with a yellow dichromate topcoat designed to work in conjunction with the zinc plating.

Yellow dichromate has a 320% longer life to white corrosion and 275% longer to red corrosion than does hot-dip galvanizing. PowerScape Plus stainless-steel fasteners shall be button pin-in head, socket cap screws with a two-part epoxy locking patch added to the threads. The two-part locking patch shall consist of one part resin and one part catalyst which are activated during installation. After curing, the material shall require a minimum of five times the installation torque to remove the fastener. Manufacturer shall provide special installation tools for pinned fasteners.

2.02 REQUIRED COMPONENTS
A. In addition to the requirements contained in this section, refer to layout drawings and schedules of components and accessories on drawings.

B. All components, accessories, hardware, and other items required for a complete and usable system shall be provided.

2.03 FINISHES
A. Polyester (Powder) Coating – The polyester coating shall be uniformly applied by the electrostatic method to a minimum thickness of four mils. Promptly after application of the powder, the coating shall be oven-cured at 350 degrees Fahrenheit. The color(s) of the polyester coating shall be as selected by the Architect from the manufacturer’s standard and/or custom color selection charts. The paint process must adhere to the Powder Coat Institute 4000 Certification.

B. Galvanized Finish – All components shall have a galvanized finish prior to powder coating and shall be protectively coated with ZRP, a zinc primer that forms a rust-resistant barrier layer.

All galvanized surfaces shall be free of burs, splinters, and sharp edges.

PART 3 – EXECUTION

3.01 INSTALLATION
A. General – Comply with manufacturer’s written installation instructions.

B. Uprights – Set posts in concrete footings. Protect finish during installation. Comply with locations, height, and plumb requirements.

3.02 FIELD QUALITY CONTROL
A. Installation shall be performed by factory certified technicians with at least 3 years experience installing playground equipment

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Cudahy Park Renovation Project, Project # PRE-001 Document Control 518 of 1214 Page 548 of 1692 Last Updated 3.8.2022

3.03 COMPLETION
A. Protect installed products until completion of project.

B. Touch up, repair, or replace damaged products before substantial completion.

C. Installer shall turn over all installation instructions, parts lists, maintenance instructions, tool kits, and spare materials to the owner upon completion.
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Cudahy Park Renovation Project, Project # PRE-001 Document Control 525 of 1214 Page 555 of 1692 Last Updated 3.8.22
PrimeTime Playground System
PART 1 – GENERAL

1.01 SUMMARY
A. Section includes composite structure, stand-alone play events and accessories.

B. Basis of design is PrimeTime® modular play structures, free-standing play equipment and accessories as manufactured by GameTime, a PlayCore Company, P.O. Box 680121, Fort Payne, Alabama 35968-0121, Phone: 1-800-235-2440, www.GameTime.com.

1.02 SUBMITTALS
A. Product Data: Include physical characteristics such as shape, dimensions, gauge and material for each component. Provide finish information and available colors.

B. Shop Drawings: Include plans, elevations, details, and installation instructions for each component.

C. Warranty: Include sample of manufacturer’s standard warranty.

B. Installer: Must be certified by the manufacturer.

C. Safety Standards: Comply with requirements of ASTM F 1487.

1.04 WARRANTY
A. Warranty shall meet or exceed the warranty provisions of GameTime as follows:

Lifetime limited warranty on PowerScape®, PrimeTime®, Modern City®, Xscape® & IONiX® uprights.

Lifetime limited warranty on Tru-Loc® connections and upright bolt-through connections.

Lifetime limited warranty on all hardware.
20 Year limited warranty on Timber Décor™ & Timbers recycled plastic lumber. 15 Year limited warranty on metal decks, pipes, rungs, rails, loops, braces, and foot bucks. 15 Year limited warranty on rotationally-molded products.
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Cudahy Park Renovation Project, Project # PRE-001 Document Control 526 of 1214 Page 556 of 1692 Last Updated 3.8.22
15-Year limited warranty on VistaRope nylon bearings and ring junction pieces. 10 Year limited warranty on GTFit, THRIVE and Challenge Course posts & bars. 10 Year limited warranty on site furnishings against structural failure. 10-Year limited warranty on SunBlox® products.
10 Year limited warranty on integrated GTShade® products. 10 Year limited warranty on fiberglass and DHPL signage. 10-Year limited warranty on VistaRope WeaveTech cables. 5 Year limited warranty on TuffForms® structures, including TuffCrete™ and PolyShield. 5 Year limited warranty on nylon covered cable net climbers and components. 5 Year limited warranty on GT Symphony Freenotes™ Harmony Park components. 5 Year limited warranty on Super Seats™.
5-Year limited warranty on premature wear of VistaRope cables. 3 Year limited warranty on Everybody Plays polyurea coated foam & rubber strips. 3 Year limited warranty on SaddleMates® rubber and “C” springs. 3-Year limited warranty on SureGrip Material
2 Year limited warranty on Challenge Course timing components. 1 Year limited warranty on all other GameTime products.

PART 2 – PRODUCTS

2.01 MATERIALS
A. Main Structural Uprights

1. Shall be 3.5” outside diameter tubing, 1/8” wall thickness, extruded from 6005A-T61 aluminum alloy conforming to ASTM-B-221. Minimum yield strength shall be 35,000 psi and minimum tensile strength shall be 38,000 psi. All upright posts shall be coated with a custom formula TGIC polyester powder coating in conformance with the specification outlined herein.
(AND/OR)

2. Shall be 3.5” outside diameter, 13 gauge (nominal .095”) galvanized round tubing, manufactured to ASTM A-500 Grade B tolerances from cold-formed steel conforming to
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Cudahy Park Renovation Project, Project # PRE-001 Document Control 527 of 1214 Page 557 of 1692 Last Updated 3.8.22
ASTM A-1011 Sheet Spec for steel coil. Minimum yield strength shall be 45,000 psi and minimum tensile strength shall be 48,000 psi. The exterior surface is In line Zinc Flo Coating with a zinc coating of .03 thickness minimum, chromate conversion coated, and a clear high performance organic polymer is applied. Galvanizing coverage shall demonstrate the ability to exceed 1000 hours salt spray corrosion exposure in accordance with ASTM B-117. Internal surface zinc rich 91% minimum zinc dust content in organic resin, as per ASTM F-1043. All upright posts shall be coated with a custom formula TGIC.

C. Plastisol Coated Steel – Products including decks, platforms, steps, and bridges shall be fabricated from 12 gauge perforated steel with a .08” minimum thickness, textured slip-resistant polyvinyl chloride plastisol dipped coating. Square deck size must be at least 36” x 36” (1,296 square inches), and triangular decks must be equally 36” on all sides (561 square inches).

Decks must attach directly to threaded inserts factory installed to uprights, using (1) 3/8” bolts at each upright connection point to eliminate the possibility of deck slipping. Plastisol coating must be free of latex and tested to meet California standards for phthalate levels and safe for children.

E. High Density Polyethylene shall be made from either ½” or 3/4" thick (depending on application used) high density, UV-stabilized and color impregnated polyethylene.

F. Metal Climbers and Enclosures – Products shall be fabricated from 1 5/16” OD x .083” (14 gauge) wall galvanized steel tubing with vertical members fabricated of 1 1/16” OD x .075 (15 gauge) wall galvanized steel tubing. All tubing used shall be an electrical resistance welded, cold rolled, high strength steel tubing. The exterior coating will consist of an in line Zinc Flo Coating with a zinc coating of .03 thickness minimum, chromate conversion, and acrylic overcoating. The interior coating will consist of a special organic acrylic modified polyester.

H. Hardware – All nuts, bolts, screws, inserts, and lock washers used in the assembly of all play equipment shall be stainless steel, yellow dichromate plated steel, blue-coat plated steel, mechanically galvanized or powder coated/yellow dichromate plated steel. All primary fasteners shall be 304 alloy stainless steel. Fasteners with yellow dichromate treatment have
JDPHWLPHFRP_
Cudahy Park Renovation Project, Project # PRE-001 Document Control 528 of 1214 Page 558 of 1692 Last Updated 3.8.22
an electro-deposited, 99.9% pure zinc substrate applied from a specially formulated solution sealed with a yellow dichromate top coat designed to work in conjunction with the zinc plating.

Yellow dichromate has a 320% longer life to white corrosion and 275% longer to red corrosion than does hot-dip galvanizing.

2.02 REQUIRED COMPONENTS
A. In addition to the requirements contained in this section, refer to layout drawings and schedules of components and accessories on drawings.

B. All components, accessories, hardware, and other items required for a complete and usable system shall be provided.

B. Galvanized Finish – All components shall have a galvanized finish prior to powder coating and shall be protectively coated with ZRP, a zinc primer that forms a rust-resistant barrier layer. All galvanized surfaces shall be free of burs, splinters, and sharp edges.

PART 3 – EXECUTION

3.01 INSTALLATION
A. General – Comply with manufacturer’s written installation instructions.

B. Uprights – Set posts in concrete footings. Protect finish during installation. Comply with locations, height, and plumb requirements.

3.02 FIELD QUALITY CONTROL
A. Installation shall be performed by factory certified technicians with at least 3 years’ experience installing playground equipment

3.03 COMPLETION
A. Protect installed products until completion of project.

B. Touch up, repair, or replace damaged products before substantial completion.

C. Installer shall turn over all installation instructions, parts lists, maintenance instructions, tool kits, and spare materials to the owner upon completion.
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Cudahy Park Renovation Project, Project # PRE-001 Document Control 529 of 1214 Page 559 of 1692 gametime.com 800.235.2440

WARRANTY
GameTime offers a comprehensive warranty on all of our products.

For the purpose of this warranty, “lifetime” encompasses no specific term of years, but rather that the Seller warrants to its original customer for as long as the original customer owns the product, and uses the product for its intended purpose, that the product and all its parts will be free from defects in material and manufacturing workmanship.
• Lifetime limited warranty on PowerScape®, PrimeTime®, Xscape® & IONiX® and Modern City® uprights. • Lifetime limited warranty on Tru-Loc® connections and upright bolt-through connections. • Lifetime limited warranty on all hardware.
• Twenty-Year limited warranty on Timber Décor & Timbers recycled plastic lumber. • Fifteen-Year limited warranty on metal decks, pipes, rungs, rails, loops, braces, and footbucks. • Fifteen-Year limited warranty on rotationally-molded products. • Fifteen-Year limited warranty on VistaRopeTM nylon bearings and ring junction pieces. • Ten-Year limited warranty on GTFit®, THRIVE® and Challenge Course posts & bars. • Ten-Year limited warranty on site furnishings against structural failure. • Ten-Year limited warranty on SunBlox products.
• Ten-Year limited warranty on fiberglass and DHPL signage. • Ten-Year limited warranty on VistaRopeTM WeaveTechTM cables. • Five-Year limited warranty on Tuff Forms® structures, including TuffCrete and PolyShield. • Five-Year limited warranty on nylon-covered cable net climbers and components. • Five-Year limited warranty on GT Symphony FreenotesTM Harmony Park components. • Five-Year limited warranty on Super Seats.
• Five-Year limited warranty on premature wear of VistaRope cables. • Three-Year limited warranty on EveryBODY Plays® polyurea coated foam & rubber strips. • Three-Year limited warranty on SaddleMates rubber and “C”-springs. • Three-Year limited warranty on rubber seat and rubber mats for net events. • One-Year limited warranty on Challenge Course timing components. • One-Year limited warranty on all other GameTime products.

TO THE EXTENT PERMITTED BY LAW, THESE WARRANTIES ARE EXPRESSLY IN LIEU OF ANY OTHER

IMPLIED OR EXPRESSED WARRANTIES OR REPRESENTATIONS BY ANY PERSON, INCLUDING ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS. Warranties do not cover damage caused by vandalism or abuse. Warranty claims must be filed within the applicable warranty period and accompanied by a copy of the original invoice or GameTime invoice number.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 530 of 1214 Page 560 of 1692

WARRANTY
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Cudahy Park Renovation Project, Project # PRE-001 Document Control 534 of 1214 Page 564 of 1692 R
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INSTALLATION

PARTS LIST
DETAIL

REFERENCE
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TOP VIEW

ASSEMBLY DRAWING
4'-7" [139.65 cm]
2 3
5 5
1 4
7 8

APPLY USAGE/WARNING LABELS

IN APPROXIMATE POSITIONS SHOWN
6 INSTALLATION
INSTRUCTIONS:

Note: Read installation
instructions thoroughly before
starting assembly. Bracing
material is required during
assembly.

Surface Mount: Using Frame
Assembly as template, mark hole
locations for Wedge Anchors.

Refer to Surface Mount Detail.

In-Ground Mount: Prepare
ground hole(s) according to
In-Ground Mount Detail. Attach
Footbuck to Frame Assembly
(refer to In-Ground Ass'y Detail).

Place assembly in ground hole.

Level using sway bracing. Pour
concrete according to In-Ground
Mount Detail. Allow concrete to
cure for a minimum of 7 days.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 535 of 1214 Page 565 of 1692 Parts List
REF DESCRIPTION 13272S 13272I PART NUMBER
1 ADA LAT-PULL DOWN ASS'Y 11 214059
2 ADA HANDLE ASSLY 11 207484
3 NON ADA HANDLE ASS'Y 11 207486
4 5" BASE COVER 11 207659
5 ADA SEAT/BACKREST 22 207600
6 CUSHION 11 209075
FOOTBUCK WELD ASS'Y 10 206467
01 209616
10 209618
3/8" x 3/4" P.B.H.C.S. w/PATCH 88 812052*
3/8" LOCK WASHER 88 817334*
3/8" FLAT WASHER 88 817410*
3/4" x 2" HEX HEAD CAP SCREW 40 801533*
3/4" LOCKWASHER 44 817354*
3/4" FLATWASHER (2" O.D.) 40 817420*
3/4" HEX NUT 40 804058*
3/4" x 4 1/4" WEDGE ANCHOR 04 206358*
1/2" ANCHOR ROD 20 135038*
5" INJECTION MOLDED CAP 11 207710*
12MM DO-NUT BASE 44 G034BK*
12MM DO-NUT CAP 44 G036BK*
1/2" FLAT WASHER 44 817412*
MACHINED SHAFT 22 206986*
1/2" x 1 1/4" B.H.C.S. 44 811062*
1/2" FLATWASHER 44 817700*
1/4-20 x 3/4" SS SELF DRILLING SCREW 22 810072*
7 USAGE/WARNING LABEL (ACCESSIBLE) 11 211775*
8 USAGE/WARNING LABEL 11 211604*
2 PAGE

HARDWARE COMPLETE

HARDWARE COMPLETE
* Included in Hardware
Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed.

Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location.

Unless Otherwise Specified, All Units of Measure are Each Note: Peen Tee-Nuts and Flatwashers to match radius of pipe after assembly is complete.

Note: Loctite (supplied by others) should be used on any non-patch hardware.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 536 of 1214 Page 566 of 1692 3 PAGE

IMPORTANT PRODUCT INFORMATION

AND SAFETY WARNINGS
Installation over a hard surface such as concrete, asphalt, or packed earth may result in serious injury or death from fails. Especially all elevated upper-body strength building equipement.
ALWAYS FOLLOW INSTALLATION INSTRUCTIONS WHEN ERECTING EQUIPMENT. Worn surfaces around equipment should be restored. Concrete footings should never be exposed. Surface depth should comply with installation instructions. Equipment should be placed to eliminate conflicting traffic patterns. All equipment should be free of rust and repainted whenever necessary to deter rusting.
All protruding nuts and bolts should be covered; sharp edges on pipes should be capped or removed. Check for bent, broken or severely worn pipe and replace. Test overall stability and rigidity of all exercise equipment. Check for proper assembly, installation and ground anchoring.
Check for and repair damage caused by wear or vandalism, a major factor in injury-causing situations.
GameTime® PROVIDES ITS CUSTOMERS WITH COMPLETE SPECIFICATION SHEETS AND INSTALLATION INSTRUCTIONS. THE SPECIFICATION SHEET CONTAINS THE

LISTING OF EVERY PART USED IN A PIECE OF EQUIPMENT AND SHOULD BE KEPT IN

THE CUSTOMER'S FILES FOR ACCURATE REFERENCE WHEN REPLACEMENT PARTS ARE NEEDED.
Never add components not intended for use with this product. Regular checking of all parts, castings, etc. should be made. If a part is broken or worn it should be replaced immediately.
Proper maintenance of GameTime® equipment requires regular tightening of all bolts, nuts, and set screws.
Check to be sure all fittings are tight and that the bars and pipes do not move.

STOP STOP
Cudahy Park Renovation Project, Project # PRE-001 Document Control 537 of 1214 Page 567 of 1692 4 PAGE

SPECIFICATIONS
BACKREST/SEAT: The Backrest and seat shall be constructed from injection molded Nylon W6.

BASE COVER: The Base Cover shall be constructed from aluminum and powder coated.

BOLT GUARD CAP AND BASE: The Bolt Guard shall be constructed from Black Nylon PA6 and shall be black in color. 5" PLASTIC CAP: The 5" Placstic Cap shall be constructed from injection molded Low Density Polyethylene.

WELD ASSEMBLIES:

HANDLE BARS: Shall be fabricated from 1-5/16" O.D. x .083" (14 gauge) wall galvanized steel tubing, 1-5/8” O.D. x .109” (12 gauge) wall galvanized steel tubing, 1/4” thick H.R. steel, 14 gauge galvanized steel. The Handle Bar weld assembly shall be an all weld assembly and shall be coated with a custom formula of TGIC polyester powder, after fabrication in conformance with the specifications outlined herein.

MAIN POST: Main Post assembly shall be manufactured with 2 15/16” x 9” and 1/8" thick hot rolled laser cut steel plate, 1/2" thick 10 1/4” dia. hot rolled laser cut steel plate, 2.375” O.D. x 0.154” SCH 40 pipe, 3.5” O.D. x 0.216” SCH 40 pipe, 4.5” O.D. x

0.25” SCH 40 pipe and 5" O.D. galvanized upright. The upright shall be 11 gauge (.120") galvanized round tubing, manufactured to ASTM A-500 Grade B tolerances from cold-formed steel conforming to ASTM A-569 Sheet Spec for steel coil. Minimum yield strength shall be 50,000 psi and minimum tensile strength shall be 55,000 psi. The exterior surface is hot dip galvanized, chromate conversion coated, and a clear high performance organic polymer is applied. The inside diameter has 81% minimum zinc rich primer capable of providing excellent rust protection and fabrication characteristics. All coatings are applied inside and out after welding for superior corrosion protection throughout. Exterior surface galvanizing zinc purity is 99% as per ASTM B-6 high grade and special high grade. Galvanizing coverage shall demonstrate the ability to exceed 1000 hours salt spray corrosion exposure in accordance with ASTM B-117. Internal surface zinc rich 81% minimum zinc dust content in organic resin, as per ASTM F-1234, Section 5.2.4, Type D. The main support frame assemblies and formed supports shall be coated with a custom formula of TGIC polyester powder, after fabrication in conformance with the specifications outlined herein.

FOOTBUCK: The upright shall be fabricated of 5” O.D. galvanized pipe and the mounting plate shall be a fabricated 3/8” hot rolled flat steel. The Footbuck shall be an all weld assembly and shall be coated with a custom formula of TGIC polyester powder, after fabrication in conformance with the specifications outlined herein.

MECHANISM PARTS:

BEARING HOLDER: Shall be manufactured with 4.245” O.D. stain steel machined tubing.

DISK BEARING: The disk bearing should be pre lubricated 3 3/8” O.D. 1 1/8” square bore stainless steel bearing.

MACHINED SHAFT: The machine shaft shall be manufactured with 1 3/16” X 9 1/8” stainless steel shaft.

RUBBER SPRING: Shall consist of rubber encapsulated by cast steel with a steel inner core.

POWDER COAT FINISH: Shall be an electrostatically applied custom formula of TGIC polyester powder. All components will be free of sharp edges and excess weld spatter and shall be cleaned in a four stage solvent / zirconium based bath system (free of iron phosphate), as a rust inhibitor, and a zirconium conversion coating to prevent flash rusting before coating. In addition, all welds shall be protectively coated with ZRP, a zinc rich primer that forms a rust-resistant barrier layer over each weld prior to application of the powder coating. The powder coating shall have a super tough finish with maximum exterior durability and will have superior adhesion characteristics. Typical characteristics are: Two coat process to achieve 3.0 - 5.0 mil thickness and oven cured between 350 degrees Fahrenheit. Pencil Hardness H (ASTM D-3363), Impact (ASTM D-2794- 69), Wedge Bend (ASTM D-522-68), Adhesion (Cross Hatch ASTM D-3359 & Knife Scratch ASTM D-2197), Environmental (Stain Resistance ASTM D-1308, Humidity ASTM D-2247 - 87, Salt Spray ASTM B-117 & Fadometer 300 hrs with no loss of gloss), Over-bake Stability 100% at 350 degrees Fahrenheit for 10 minutes.

HARDWARE: All nuts, bolts, screws, inserts, and lockwashers used in the assembly of all play equipment, shall be stainless steel, yellow dichromate plated steel, blue-coat plated steel, mechanically galvanized or powder coated/yellow dichromate plated steel. All primary fasteners shall be 300 series stainless steel. Fasteners with yellow dichromate treatment have an electro deposited, 99.9% pure zinc substrate applied from a specially formulated solution sealed with a yellow dichromate top coat designed to work in conjunction with the zinc plating. Yellow dichromate has a 320% longer life to white corrosion and 275% longer to red corrosion than does hot-dip galvanizing. NOTE: All weights are based on average comparisons of each part.

SPECIFICATIONS: GAMETIME® has a policy of continuous improvement and reserves the right to discontinue or change specifications without notice.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 538 of 1214 Page 568 of 1692 5 PAGE
3'-0" [91.44 cm]
4'-5 5/8" [136.23 cm]
3'-0" [91.44 cm] 3'-9 7/8" [116.55 cm]
10'-5 5/8" [319.11 cm]
9'-9 7/8" [299.43 cm]

CLEARANCE SPACE

TRAINING ENVELOPE

TRAINING ENVELOPE/CLEARANCE SPACE
NOTE: OWNER/OPERATOR SHALL KEEP THE TRAINING

ENVELOPE AND CLEARANCE SPACE OF THE OUTDOOR

FITNESS EQUIPMENT FREE FROM EXTRANEOUS MATERIALS
THAT COULD CAUSE INJURY, INFECTION, OR DISEASE.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 539 of 1214 Page 569 of 1692 6 PAGE

SURFACE MOUNT
EXISTING CONCRETE MUST BE MINIMUM 3,000 PSI,
4" MINIMUM DEPTH, WITH WIRE MESH REINFORCEMENT.

MINIMUM 7 DAYS CURE-FULL CURE AFTER 28 DAYS.

SUBSTANTIAL COMPACTED SUBGRADE

WIRE MESH
3/4" LOCKWASHER BASE PLATE
(817345)
3/4" x 4 1/4" WEDGE ANCHOR
(206358)

RESILIENT SURFACING CONFORMING

TO APPLICABLE STANDARDS FOR
EQUIPMENT FALL HEIGHT.

NOTES:
-LOOSE FILL SURFACING NOT
RECOMMENDED FOR SURFACE MOUNT.
-RESILIENT SURFACING AND SUBSTANTIAL

COMPACTED SUBGRADE DEPTHS DEPEND ON
SOIL CONDITIONS AND RESILIENT SURFACING TYPE.

BASE COVER
Cudahy Park Renovation Project, Project # PRE-001 Document Control 540 of 1214 Page 570 of 1692 7 PAGE
2'-0" [60.96 cm]
2'-0" [60.96 cm]

CONCRETE
0'-10" [25.40 cm]
2'-0" [60.96 cm]
2'-0" [60.96 cm]

CONCRETE REQUIRED
.30 CUBIC YARDS
[.23 CUBIC METERS]

SHOCK ABSORBING PROPERTIES OF SURFACING
MATERIALS VARY. IF YOU DETERMINE THAT LESS
THAN 0'-10" [25.40cm] OF SURFACING IS REQUIRED,

MAKE UP THE DIFFERENCE IN ELEVATION WITH
EARTH, BEFORE APPLYING SURFACING.

RESILIENT SURFACING

CONFORMING TO APPLICABLE

STANDARDS FOR EQUIPMENT
FALL HEIGHT.
3000 PSI.

FOOTBUCK WELD ASS'Y

BRICK OR

EQUIVALENT

CONCRETE

BASE PLATE

IN-GROUND MOUNT

SUBSTANTIAL COMPACT

SUBGRADE
3/4" x 2" HEX HEAD

CAP SCREW
(801533)
3/4" FLATWASHER
(2" O.D.) (817420)
3/4" LOCKWASHER
(817354)
3/4" HEX NUT
(804058)

DIMENSIONED TO

TOP OF BRICK OR

EQUIVALENT

TOP OF CONCRETE OR ASPHALT
(WHEN NO SURFACING IS REQUIRED)
NOTES:
-RESILIENT SURFACING AND SUBSTANTIAL

COMPACTED SUBGRADE DEPTHS DEPEND ON

SOIL CONDITIONS AND RESILIENT SURFACING
TYPE.
-SLOPED FOOTING (45 MIN) IS A REQUIREMENT
OF EUROPEAN STANDARD EN1176-1 ONLY
-SUGGESTED MINIMUM CONCRETE RATING
Cudahy Park Renovation Project, Project # PRE-001 Document Control 541 of 1214 Page 571 of 1692 8 PAGE

IMPORTANT
TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END

PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION.

NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE.

NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE-NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 13 2 3 4 5 6
5
&'6#+.5ÄHQTÄ
0 INCH 1
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15

SURFACE MOUNT ASS'Y DETAIL
DRILL 3/4" x 2 1/2" HOLE

IN CONCRETE TO RECEIVE

WEDGE ANCHORS
3/4" x 4 1/4" WEDGE ANCHOR
(206358)
3/4" FLATWASHER
3/4" HEX NUT
3/4" LOCKWASHER
(817354)
Cudahy Park Renovation Project, Project # PRE-001 Document Control 542 of 1214 Page 572 of 1692 9 PAGE

IMPORTANT
TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END

PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION.

NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE.

NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE-NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 13 2 3 4 5 6
+
&'6#+.5ÄHQTÄ
0 INCH 1
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15

IN-GROUND ASS'Y DETAIL
3/4" x 2" HEX HEAD

CAP SCREW
(801533)
3/4" FLATWASHER
(2" O.D.) (817420)
3/4" LOCKWASHER
(817354)
3/4" HEX NUT
(804058)
1/2" ANCHOR ROD
(135038)
Cudahy Park Renovation Project, Project # PRE-001 Document Control 543 of 1214 Page 573 of 1692 10 PAGE

IMPORTANT
TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END

PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION.

NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE.

NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE-NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 13 2 3 4 5 6

&'6#+.5ÄHQTÄ
0 INCH 1
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15

EQUIPMENT
POST

BASE COVER

BASE COVER BOLT

BASE COVER NUT

BASE COVER BOLT

BASE COVER NUT

BASE COVER DETAIL
Cudahy Park Renovation Project, Project # PRE-001 Document Control 544 of 1214 Page 574 of 1692 11 PAGE

IMPORTANT
TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END

PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION.

NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE.

NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE-NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 13 2 3 4 5 6

&'6#+.5ÄHQTÄ
0 INCH 1
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15

ADA HANDLE ASS'Y DETAIL
1/2" FLAT WASHER
(817412)
1/2" FLAT WASHER
(817412)

DO-NUT CAP
(G036BK)

HANDLE ASSEMBLY

DO-NUT BASE
(G034BK)

MACHINED SHAFT
(206986)
1/2" FLATWASHER
(817700)
12MM DO-NUT BASE
(G034)
1/2" x 1 1/4" B.H.C.S.
(811062)
1/2" FLATWASHER
(817700)
1/2" x 1 1/4" B.H.C.S.
(811062)
12MM DO-NUT CAP
(G036)
Cudahy Park Renovation Project, Project # PRE-001 Document Control 545 of 1214 Page 575 of 1692 12 PAGE

IMPORTANT
TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END

PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION.

NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE.

NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE-NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 13 2 3 4 5 6

&'6#+.5ÄHQTÄ
0 INCH 1
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15

USING EXISTING HOLES IN PIPE,

SECURE MOLDED CAP WITH

SELF DRILLING SCREWS AFTER

DRIVING CAP INTO OPENING

ADA SEAT DETAIL
5" CAP DETAIL
SEAT
3/8" x 3/4" P.B.H.C.S.
w/PATCH (812052)
3/8" LOCK WASHER
(817334)
3/8" FLAT WASHER
(817410)
*BUTTON HEAD

CAP SCREW
*LOCK WASHER
*FLAT WASHER

CUSHION

CUSHION DETAIL
*INCLUDED WITH CUSHION
1/4-20 x 3/4" SS SELF

DRILLING SCREW
(810072)

EXCERCISE ASS'Y
5" INJECTION MOLDED CAP
(207710)
Cudahy Park Renovation Project, Project # PRE-001 Document Control 546 of 1214 Page 576 of 1692 R
+557'&4'8+5'&

ÄÄÄ

INSTALLATION

PARTS LIST
DETAIL

REFERENCE
=
=

$#.#0%'

2.#0-
56#6+10

A Company
GTFit

ASSEMBLY DRAWING

TOP VIEW
3'-11" [119.38 cm]
0'-6" [15.24 cm]

NOTE:

MINIMUM OF ONE USAGE/WARNING LABEL
SIGN POST (13565) MUST BE USED WITH EACH
BALANCE PLANK STATION. SEE SIGN POST
INSTALLATION SHEET FOR INSTALLATION DETAILS.

SIGN POST MUST BE OUTSIDE MAXIMUM SPACE IN WHICH

THE USER AND EXERCISE EQUIPMENT COMPONENTS
TRAVERSE WHEN THE EQUIPMENT IS OPERATED.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 547 of 1214 Page 577 of 1692 Parts List
REF. DESCRIPTION QTY PART NUMBER
1 TOP COVER 1 403377
2 BALANCE BEAM ASS'Y 1 403381
1 207119
3/8" x 3/4" P.B.H.C.S. w/PATCH 6 812052*
3/8" LOCK WASHER 6 817334*
3/8" FLAT WASHER 6 817410*
3/8" BARREL NUT 6 804804*
USAGE/WARNING LABEL 1 211814*
2 PAGE

GROUND PLAN
* Included in Hardware
Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed.

Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location.

Unless Otherwise Specified, All Units of Measure are Each Note: Peen Tee-Nuts and Flatwashers to match radius of pipe after assembly is complete.

Note: Loctite (supplied by others) should be used on any non-patch hardware.

HARDWARE COMPLETE
NOTE: HOLE DEPTHS INDICATED ON

ALL GROUND PLANS ARE MEASURED
FROM THE FINISHED SURFACE. SEE
DETAIL 321. ALL FOOTING DIMENSIONS

ARE BASED ON LEVEL FINISHED
SURFACE.

CONCRETE REQUIRED:
.12 CUBIC YARDS
[.09 CUBIC METERS]
3'-2 1/2" [97.79 cm]
P1'-2" [35.56 cm] x
2'-6" [76.20cm] DEEP

TYPICAL
Cudahy Park Renovation Project, Project # PRE-001 Document Control 548 of 1214 Page 578 of 1692 3 PAGE
NOTE: THIS INSTALLATION BOOKLET SHOULD BE KEPT IN
CUSTOMER'S FILE FOR FUTURE REFERENCE.

NOTE: Read installation instructions thoroughly before starting assembly. Pour concrete only after final assembly is complete.

Bracing material may be required during assembly.

NOTE: Do not overtighten bolts. To overtighten may cause buckling or dimpling of some parts.

NOTE: Do not tighten any nuts, bolts, rods, etc. until the unit is completely assembled

BALANCE PLANK STATION
The Balance Plank Station shall be an all welded assembly fabricated from 11 GA. galvanized steel, and 5" O.D. x .12" wall thickness galvanized steel pipe. The assembly shall be coated with a custom formula of TGIG polyester powder coating in conformance with the specifications outlined herein, after fabrication.

The top surface shall be fabricated from 3/4" HDPE.

HARDWARE: All nuts, bolts, screws, inserts, and lock washers used in the assembly of all equipment, shall be stainless steel, yellow dichromate plated steel, blue-coat plated steel, mechanically galvanized or powder coated/yellow dichromate plated steel. All primary fasteners shall be 300 series stainless steel. Fasteners with yellow dichromate treatment have an electro deposited, 99.9% pure zinc substrate applied from a specially formulated solution sealed with a yellow dichromate top coat designed to work in conjunction with the zinc plating. Yellow dichromate has a 320% longer life to white corrosion and 275% longer to red corrosion than does hot-dip galvanizing.

Galvanizing coverage shall demonstrate the ability to exceed 1000 hours salt spray corrosion exposure in accordance with ASTM B-117. Internal surface zinc rich
81% minimum zinc dust content in organic resin, as per ASTM F-1234, Section 5.2.4, Type D.

POWDER COAT FINISH
Shall be an electrostatically applied custom formula of TGIC polyester powder. All components will be free of sharp edges and excess weld spatter and shall be cleaned in a six stage bath system with an iron phosphate wash, as a rust inhibitor, and a sealer to prevent flash rusting before coating. In addition, all welds shall be protectively coated with ZRP, a zinc rich primer that forms a rust-resistant barrier layer over each weld prior to application of the powder coating. The powder coating shall have a super tough finish with maximum exterior durability and will have superior adhesion characteristics. Typical
characteristics are: 3.0 - 5.0 mil thickness and oven cured between 375 to 425 degrees Fahrenheit. Pencil Hardness H (ASTM D-3363), Impact (ASTM D-2794- 69), Wedge Bend
(ASTM D-522-68), Adhesion (Cross Hatch ASTM D-3359 &
Knife Scratch ASTM D-2197), Environmental (Stain Resistance ASTM D-1308, Humidity ASTM D-2247 - 87, Salt Spray ASTM B-117 & Fadometer 300 hrs with no loss of gloss), Over-bake Stability 100% at 400 degrees Fahrenheit.

NOTE: All weights are based on average comparisons
of each part.

SPECIFICATIONS: GAMETIME® has a policy of continuous
improvement and reserves the right to discontinue or change specifications without notice.

SPECIFICATIONS
NOTE: Do not overtighten bolts. To overtighten may cause buckling or dimpling of some parts.

NOTE: Read Installation Instructions thoroughly before starting assembly. Pour concrete only after final assembly is complete. Bracing material may be required during assembly.

NOTE: Bracing may be needed to stabilize Balance Plank Station while concrete hardens.

STEP 1: Lay out the ground holes using the Ground Plan.

NOTE: Due to extremes in weather and soil conditions, hole size may have to be increased to meet local conditions.

STEP 3. Attach Top Cover to Balance Plank Frame. See Detail 323. IMPORTANT: Make sure Diamond Texture is facing up on Top Cover when attaching.

STEP 4. Plumb and level the entire assembly and tighten all fasteners.

STEP 5. Pour concrete according to Detail 321. Allow 48 hous minimum for concrete to cure before using.

INSTALLATION INSTRUCTIONS
Cudahy Park Renovation Project, Project # PRE-001 Document Control 549 of 1214 Page 579 of 1692 4 PAGE

IMPORTANT PRODUCT INFORMATION

AND SAFETY WARNINGS
NEVER INSTALL EQUIPMENT ON CONCRETE OR ASPHALT. A fall on a hard surface can result in serious injury to the equipment user. ALWAYS FOLLOW INSTALLATION INSTRUCTIONS WHEN ERECTING EQUIPMENT. Worn surfaces around equipment should be restored. Concrete footings should never be exposed. Surface depth should comply with installation instructions. Equipment should be placed to eliminate conflicting traffic patterns. All equipment should be free of rust and repainted whenever necessary to deter rusting.
All protruding nuts and bolts should be covered; sharp edges on pipes should be capped or removed. Check for bent, broken or severely worn pipe and replace. Test overall stability and rigidity of all fitness equipment. Check for proper assembly, installation and ground anchoring.
Check for and repair damage caused by wear or vandalism, a major factor in injury-causing situations.
GameTime® PROVIDES ITS CUSTOMERS WITH COMPLETE
SPECIFICATION SHEETS AND INSTALLATION INSTRUCTIONS. THE SPECIFICATION

SHEET CONTAINS THE LISTING OF EVERY PART USED IN A PIECE OF EQUIPMENT

AND SHOULD BE KEPT IN THE CUSTOMER'S FILES FOR ACCURATE REFERENCE WHEN REPLACEMENT PARTS ARE NEEDED.
Never add components not intended for use with this product. Regular checking of all parts, castings, etc. should be made. If a part is broken or worn it should be replaced immediately.
Proper maintenance of GameTime® equipment requires regular tightening of all bolts, nuts, and set screws.
Check to be sure all fittings are tight and that the bars and pipes do not move.

STOP STOP
Cudahy Park Renovation Project, Project # PRE-001 Document Control 550 of 1214 Page 580 of 1692 5 PAGE
10'-5" [317.50 cm]
3'-0" [91.44 cm]
1'-0" [30.48 cm]
7'-0" [213.36 cm]
3'-0" [91.44 cm] 4'-5" [134.62 cm]

CLEARANCE SPACE

TRAINING ENVELOPE

TRAINING ENVELOPE/CLEARANCE SPACE
NOTE: OWNER/OPERATOR SHALL KEEP THE TRAINING ENVELOPE

AND CLEARANCE SPACE OF THE OUTDOOR FITNESS EQUIPMENT

FREE FROM EXTRANEOUS MATERIALS THAT COULD CAUSE
INJURY, INFECTION OR DISEASE.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 551 of 1214 Page 581 of 1692 6 PAGE

IMPORTANT
TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END

PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION.

NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE.

NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE-NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 13 2 3 4 5 6

&'6#+.5ÄHQTÄ
0 INCH 1
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15
3/8" BARREL NUT
(804804)
FRAME

IMPORTANT: MAKE SURE WHEN ATTACHING THE TOP
COVER TO PLACE THE DIAMOND TEXTURE FACING UP.

CONCRETE

SUBSTANTIAL

COMPACTED

SUBGRADE

RESILIENT SURFACING

CONFORMING TO APPLICABLE

STANDARDS FOR EQUIPMENT
FALL HEIGHT.

BRICK OR

EQUIVALENT

ANCHOR ROD
(WHERE APPLICABLE)

REFER TO

OVERALL UNIT

GROUND PLAN
1'-0" [30.43 cm]
1'-6" [45.72cm]

DIMENSIONED TO

TOP OF BRCK OR
EQUIVALENT NOTES:
-RESILIENT SURFACING AND SUBSTANTIAL

COMPACTED SUBGRADE DEPTHS DEPEND ON

SOIL CONDITIONS ANDRESILIENT SURFACING
TYPE.
-SLOPED FOOTINGS IS A REQUIREMENT
OF EUROPEAN STANDARD EN1176-1 ONLY
-SUGGESTED MINIMUM CONCRETE
RATING 3000PSI.

SHOCK ABSORBING PROPERTIES OF SURFACING
MATERIALS M,AY VARY. IF YOU DETERMINE THAT LESS
THAN 1'-0" [30.48cm] OF SURFACING IS REQUIRED,

MAKE UP THE DIFFERENCE IN ELEVATION WITH
EARTH BEFORE APPLYING SURFACING.
Cudahy Park Renovation Project, Project # PRE-001 Document Control 552 of 1214 Page 582 of 1692 R
+557'&4'8+5'&

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* Included in Hardware
Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed.

Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location.

Unless Otherwise Specified, All Units of Measure are Each Note: Peen Tee-Nuts and Flatwashers to match radius of pipe after assembly is complete.

HARDWARE COMPLETE

HARDWARE COMPLETE
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Cudahy Park Renovation Project, Project # PRE-001 Document Control 563 of 1214 Page 593 of 1692 R
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INSTALLATION

PARTS LIST
DETAIL

REFERENCE
=
=

*14+<106#.
%*+072

*14+<106#.%*+072
574(#%'/1706
5
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+
A Company
GTFit

TOP VIEW

ASSEMBLY DRAWING

INSTALLATION
INSTRUCTIONS:

Note: Read installation instructions
thoroughly before starting assembly.

Bracing material is required during
assembly.

Surface Mount: Using Frame Assembly
as template, mark hole locations for
Wedge Anchors. Refer to Surface Mount
Detail.

In-Ground Mount: Prepare ground
hole(s) according to In-Ground Mount
Detail. Place assembly in ground holes.

Level using sway bracing. Pour concrete
according to In-Ground Mount Detail.

Allow concrete to cure for a minimum of
7 days.
5'-1 1/2" [156.21 cm]
4'-5" [134.62 cm]
NOTE:

CENTER OF UPRIGHTS TO EDGE

OF PLYOMETRIC PLATFORM SHOULD
BE 3'-0" [91.44 cm]

APPLY USAGE/WARNING LABEL
IN APPROXIMATE POSITION SHOWN 1
2 2
4 3
5 597
Cudahy Park Renovation Project, Project # PRE-001 Document Control 564 of 1214 Page 594 of 1692 Parts List
ITEM DESCRIPTION 13586I 13586S PART NUMBER
1 RUNG 11 212686
2 UPRIGHT 02 LJE4HJ
2 UPRIGHT (SURFACE MOUNT) 20 216692
3 18" PLYOMETRIC FRAME 01 212625
3 18" PLYOMETRIC FRAME (SURFACE MOUNT) 10 212627
4 TOP COVER 11 403362
DOME CAP 20 166376
01 212669
10 212670
3/8" LOCK WASHER 88 817334*
3/8" FLAT WASHER 88 817410*
3/8" x 1 1/4" P.B.H.C.S. w/PATCH 44 812051*
3/8" BARREL NUT 44 804804*
3/8" x 3/4" P.B.H.C.S. w/PATCH 44 812052*
3/4" x 4 1/4" WEDGE ANCHOR 120 206358*
3/16" X 13/32" DRIVE RIVET 0 4 805366*
5 USAGE/WARNING LABEL 11 211756*
2 PAGE

HARDWARE COMPLETE

HARDWARE COMPLETE
* Included in Hardware
Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed.

Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location.

Unless Otherwise Specified, All Units of Measure are Each Note: Peen Tee-Nuts and Flatwashers to match radius of pipe after assembly is complete.

CONCRETE REQUIRED:
.30 CUBIC YARDS
[.24 CUBIC METERS]
3'-11 1/2" [120.65 cm]
2'-0" [60.96 cm]
4'-5 1/4" [135.18 cm]
4'-0" [121.92 cm]
P1'-6" [45.72 cm] x
2'-6" [76.20 cm] DEEP
(TYPICAL)

GROUND PLAN
Cudahy Park Renovation Project, Project # PRE-001 Document Control 565 of 1214 Page 595 of 1692 3 PAGE
NOTE: THIS INSTALLATION BOOKET SHOULD BE KEPT IN CUSTOMER'S FILE FOR FUTURE REFERENCE.

NOTE: Read installation instructions thoroughly before starting assembly. Pour concrete only after final assembly is complete. Bracing material may be required during assembly.

NOTE: Do not overtighten bolts. To overtighten may cause buckling or dimpling of some parts.

NOTE: Do not tighten any nuts, bolts, rods, etc. until the unit is completely assembled.

PULL-UP BAR: The Pull-Up Bar assembly shall be constructed of 1.315" O.D. (12 GA) galvanized pipe and 1/4" stainless steel tabs. The Crossbar shall be an all welded construction and coated with a custom formula of TGIC polyester powder coating after fabrication.

TOP COVER: Shall be 3/4" HDPE Diamond Texture Sheet.

PLYOMETRIC FRAME: Shall have a 5" (.12w) galvanized pipe with a 12Ga. hot rolled steel top.

UPRIGHTS: Uprights shall be fabricated from 5" O.D. Galvanized (.120" Wall) Steel and shall be coated with a custom formula of TGIC polyester powder coating.

HARDWARE: All nuts, bolts, screws, inserts, and lockwashers used in the assembly of all play equipment, shall be stainless steel, yellow dichromate plated steel, blue-coat plated steel, mechanically galvanized or powder coated/yellow dichromate plated steel. All primary fasteners shall be 300 series stainless steel. Fasteners with yellow dichromate treatment have an electro deposited, 99.9% pure zinc substrate applied from a specially formulated solution sealed with a yellow dichromate top coat designed to work in conjunction with the zinc plating Yellow dichromate has a 320% longer life to white corrosion and 275% longer to red corrosionthan does hot-dip galvanizing.

SPECIFICATIONS: GAMETIME has a policy of continuous improvement and reserves the right to discontinue or change specifications without notice.

SPECIFICATIONS

SIDE ELEVATION
1'-6" [45.68 cm]
4'-2" [127.00 cm]

FINISHED GRADE
Cudahy Park Renovation Project, Project # PRE-001 Document Control 566 of 1214 Page 596 of 1692 4 PAGE

IMPORTANT PRODUCT INFORMATION

LISTING OF EVERY PART USED IN A PIECE OF EQUIPMENT AND SHOULD BE KEPT IN

STOP STOP
Cudahy Park Renovation Project, Project # PRE-001 Document Control 567 of 1214 Page 597 of 1692 5 PAGE
10'-5" [317.50 cm]
3'-0" [91.44 cm]
5'-4 1/2" [163.83 cm]
11'-4 1/2" [346.71 cm]
3'-0" [91.44 cm]
4'-5" [134.62 cm]

TRAINING ENVELOPE/CLEARANCE SPACE
NOTE: OWNER/OPERATOR SHALL KEEP THE TRAINING ENVELOPE

AND CLEARANCE SPACE OF THE OUTDOOR FITNESS EQUIPMENT

FREE FROM EXTRANEOUS MATERIALS THAT COULD CAUSE
INJURY, INFECTION OR DISEASE.

TRAINING ENVELOPE

CLEARANCE SPACE
Cudahy Park Renovation Project, Project # PRE-001 Document Control 568 of 1214 Page 598 of 1692 6 PAGE

IMPORTANT
TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END

PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION.

NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE.

NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE-NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 13 2 3 4 5 6
+5
&'6#+.5ÄHQTÄ
0 INCH 1
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15

SURFACE MOUNT
EXISTING CONCRETE MUST BE MINIMUM 3,000 PSI,
4" MINIMUM DEPTH, WITH WIRE MESH REINFORCEMENT.

MINIMUM 7 DAYS CURE-FULL CURE AFTER 28 DAYS.

SUBSTANTIAL COMPACTED SUBGRADE

WIRE MESH

BASE PLATE
3/4" LOCKWASHER
(817345)
3/4" x 4 1/4" WEDGE ANCHOR
(206358)

RESILIENT SURFACING CONFORMING

TO APPLICABLE STANDARDS FOR

EQUIPMENT FALL HEIGHT
NOTES:
-LOOSE FILL SURFACING NOT
RECOMMENDED FOR SURFACE MOUNT.
-RESILIENT SURFACING AND SUBSTANTIAL

COMPACTED SUBGRADE DEPTHS DEPEND ON
SOIL CONDITIONS AND RESILIENT SURFACING TYPE.
3/4" LOCKWASHER
(817354)
3/4" HEX NUT
3/4" FLATWASHER
3/4" x 4 1/4" WEDGE ANCHOR
(206358)
DRILL 3/4" x 2 1/2" HOLE

IN CONCRETE TO RECEIVE

WEDGE ANCHORS
Cudahy Park Renovation Project, Project # PRE-001 Document Control 569 of 1214 Page 599 of 1692 7 PAGE

IMPORTANT
TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END

PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION.

NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE.

NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE-NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 13 2 3 4 5 6
+5
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0 INCH 1
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15

UPRIGHT

CLIMBER
3/8" LOCK WASHER
(817334)
3/8" x 1" P.B.H.C.S.
w/PATCH (812050)

CONCRETE

BRICK OR

EQUIVALENT

ANCHOR ROD
(WHERE APPLICABLE)

REFER TO

OVERALL UNIT

GROUND PLAN
1'-0" [30.43 cm]
1'-6" [45.72cm]

DIMENSIONED TO

TOP OF BRCK OR

EQUIVALENT

SHOCK ABSORBING PROPERTIES OF SURFACING
MATERIALS M,AY VARY. IF YOU DETERMINE THAT LESS
THAN 1'-0" [30.48cm] OF SURFACING IS REQUIRED,

MAKE UP THE DIFFERENCE IN ELEVATION WITH
EARTH BEFORE APPLYING SURFACING.

NOTES:
-RESILIENT SURFACING AND SUBSTANTIAL

COMPACTED SUBGRADE DEPTHS DEPEND ON

SOIL CONDITIONS ANDRESILIENT SURFACING
TYPE.
-SLOPED FOOTINGS IS A REQUIREMENT
OF EUROPEAN STANDARD EN1176-1 ONLY
-SUGGESTED MINIMUM CONCRETE
RATING 3000PSI.

SUBSTANTIAL

COMPACTED

SUBGRADE

RESILIENT SURFACING

CONFORMING TO APPLICABLE

STANDARDS FOR EQUIPMENT
FALL HEIGHT.

IN-GROUND
MOUNT

3/8" FLAT WASHER
(817410)
3/8" BARREL NUT
(804804)
FRAME
3/8" FLAT WASHER
(817410)
3/8" x 3/4" P.B.H.C.S.
w/PATCH (812052)
3/8" LOCK WASHER
(817334)
IMPORTANT: MAKE SURE WHEN

ATTACHING THE TOP

COVER TO PLACE THE DIAMOND
TEXTURE FACING UP.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 570 of 1214 Page 600 of 1692 8 PAGE

IMPORTANT
TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END

PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION.

NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE.

NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE-NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 13 2 3 4 5 6
+5
&'6#+.5ÄHQTÄ
0 INCH 1
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15

UPRIGHT
3/16" x 13/32" DRIVE
RIVET (805366)

USING EXISTING HOLES IN
PIPE AS TEMPLATE, DRILL 3/16"

HOLES IN CAP AND INSTALL USING
DRIVE RIVETS.

CAP

Cudahy Park Renovation Project, Project # PRE-001 Document Control 571 of 1214 Page 601 of 1692 R
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INSTALLATION INSTRUCTIONS

SPECIFICATIONS

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INSTALLATION

PARTS LIST
DETAIL

REFERENCE
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TOP VIEW

ASSEMBLY DRAWING
14922I
3'-10 3/4" [118.79cm]
1'-9 13/16" [55.41 cm]

ASSEMBLY DRAWING
14922S

APPLY USAGE/WARNING

LABEL IN APPROXIMATE

POSITION SHOWN

APPLY USAGE/WARNING

LABEL IN APPROXIMATE

POSITION SHOWN

4 1
3 4
2 1
4 4
3

SEE IN-GROUND

MOUNT DETAIL
TYP

SEE SURFACE

MOUNT DETAIL
TYP

2 5
6 5
6

Cudahy Park Renovation Project, Project # PRE-001 Document Control 596 of 1214 Page 626 of 1692 Parts List
REF DESCRIPTION 14922S 14922I PART NUMBER
1 CYCLE SEAT WELD ASSEMBLY (SM) 01 215050
1 CYCLE SEAT WELD ASSEMBLY 10 216525
2 MECHANISM POST WELD ASSEMBLY (SM) 01 215060
2 MECHANISM POST WELD ASSEMBLY 10 216528
3 PEDAL CYCLE ASSEMBLY 11 216515
4 ADA SEAT/BACKREST 22 207600
5 5" BASE COVER 11 207659
6 4 1/2" BASE COVER 11 206838
USAGE/WARNING LABEL 11 211818
01 216531
10 216530
5" INJECTION MOLDED CAP 11 207710*
3/8" x 3/4" P.B.H.C.S. w/PATCH 88 812052*
3/8" LOCK WASHER 88 817334*
3/8" FLAT WASHER 88 817410*
1/2" x 3 1/2" B.H.C.S. 88 811069*
1/2" LOCKWASHER 88 817342*
9/16" FLATWASHER 88 817470*
3/4" LOCKWASHER 08 817354*
3/4" x 4 1/4" WEDGE ANCHOR 08 206358*
1/2" ANCHOR ROD 40 135038*
3/16" x 13/32" DRIVE RIVET 22 805366*
2 PAGE

HARDWARE COMPLETE

HARDWARE COMPLETE
* Included in Hardware
Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed.

Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location.

Unless Otherwise Specified, All Units of Measure are Each Note: Peen Tee-Nuts and Flatwashers to match radius of pipe after assembly is complete.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 597 of 1214 Page 627 of 1692 3 PAGE

PLACEMENT DETAIL
14922S/14922I
2'-1" [63.50 cm]
2'-5 3/4" [75.57 cm]

GROUND PLAN
14922I
2'-0" [60.96 cm]
TYP
2'-0" [60.96 cm] TYP

CONCRETE REQUIRED
.60 CUBIC YARDS
[.46 CUBIC METERS]
Cudahy Park Renovation Project, Project # PRE-001 Document Control 598 of 1214 Page 628 of 1692 4 PAGE

SURFACE MOUNT
EXISTING CONCRETE MUST BE MINIMUM 3,000 PSI,
4" MINIMUM DEPTH, WITH WIRE MESH REINFORCEMENT.

MINIMUM 7 DAYS CURE-FULL CURE AFTER 28 DAYS.

SUBSTANTIAL COMPACTED SUBGRADE

WIRE MESH

BASE PLATE
3/4" LOCKWASHER
(817345)
3/4" x 4 1/4" WEDGE ANCHOR
(206358) RESILIENT SURFACING CONFORMING

TO APPLICABLE STANDARDS FOR
EQUIPMENT FALL HEIGHT.

NOTES:
-LOOSE FILL SURFACING NOT
RECOMMENDED FOR SURFACE MOUNT.
-RESILIENT SURFACING AND SUBSTANTIAL

COMPACTED SUBGRADE DEPTHS DEPEND ON
SOIL CONDITIONS AND RESILIENT SURFACING TYPE.
3/4" x 2 1/2" HOLE

IN CONCRETE TO RECIEVE

WEDGE ANCHORS

BASE COVER
Cudahy Park Renovation Project, Project # PRE-001 Document Control 599 of 1214 Page 629 of 1692 5 PAGE
2'-0" [60.92 cm]
2'-0" [60.96 cm]
0'-10" [25.40 cm]

SUBSTANTIAL COMPACT

SUBGRADE

CONCRETE

RESILIENT SURFACING

CONFORMING TO APPLICABLE

STARDARDS FOR EQUIPMENT

FALL HEIGHT

BRICK OR

EQUIVALENT

CYCLE SEAT WELD ASSEMBLY

AND MECHANISM POST WELD ASSEMBLY
NOTES:
-RESILIENT SURFACING AND SUBSTANTIAL

COMPACTED SUBGRADE DEPTHS DEPEND ON

SOIL CONDITIONS AND RESILIENT SURFACING
TYPE
-SLOPED FOOTING (45° MIN) IS A REQUIREMENT
OF EUROPEAN STANDARD EN1176-1 ONLY
-SUGGESTED MINIMUM CONCRETE RATING
3000 PSI

IN-GROUND MOUNT
2'-0" [60.96 cm]
2'-0" [60.96 cm]

DIMENSIONED TO

TOP OF BRICK OR

EQUIVALENT

SHOCK ABSORBING PROPERTIES OF SURFACING
MATERIALS VARY. IF YOU DETERMINE THAT LESS
THAN 1'-0" [30.48cm] OF SURFACING IS REQUIRED,

MAKE UP THE DIFFERENCE IN ELEVATION WITH
EARTH BEFORE APPLING SURFACING.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 600 of 1214 Page 630 of 1692 6 PAGE

IMPORTANT PRODUCT INFORMATION

LISTING OF EVERY PART USED IN A PIECE OF EQUIPMENT AND SHOULD BE KEPT IN

STOP STOP
Cudahy Park Renovation Project, Project # PRE-001 Document Control 601 of 1214 Page 631 of 1692 7 PAGE
NOTE: THIS INSTALLATION BOOKLET SHOULD BE KEPT IN CUSTOMER'S FILE FOR FUTURE REFERENCE.

NOTE: Do not overtighten bolts. To overtighten may cause buckling or dimpling of some parts.

NOTE: Read installation instructions thoroughly before starting assembly. Pour concrete only after final assembly is complete. Bracing material may be required during assembly.

NOTE: Do not tighten any nuts, bolts, rods, etc. until the unit is completely assembled.

NOTE: Assembly and leveling time will be greatly reduced if a transit is used to set location and depth of ground holes.

NOTE: Due to extremes in weather and soil conditions, hole sizes may have to be increased to meet local conditions SURFACE MOUNT: Using Frame Assembly as template, mark hole locations for Wedge Anchors. Refer to Surface Mount Detail.

IMPORTANT: DO NOT MOUNT FRAME ASSEMBLY TO ANCHOR BOLTS FOR AT LEAST 7 DAYS, ALLOWING CONRETE TO CURE.

SURFACE MOUNT VERSION
STEP 1: Place Component on concrete surface and mark location of holes in mounting plate. See Placement Detail.

STEP 2: Drill holes using 3/4" Diameter for a depth of 2 1/2" in concrete to recieve Wedge Anchors.

STEP 3: Position Cycle Seat Weld Assembly and Mechanism Post Weld Assembly and attach using Detail 828. See Surface Mount Detail.

STEP 4: Attach Seat to Cycle Seat Weld Assembly using Detail 827. Attach Backrest to Cycle Seat Weld Assembly using Detail 827.

STEP 5: Attach Pedal Cycle Assembly to Mechanism Post Weld Assembly using Detail 829.

STEP 6: Attach Pipe Cap to Cycle Seat Weld Assembly using Detail 826.

STEP 7: Attach Base Cover to Cycle Seat Weld Assembly and Mechanism Post Weld Assembly using Detail 851.

STEP 8: Level and plumb entire unit. Tighten all hardware.

IN-GROUND VERSION
STEP 1: Dig holes according to In-Ground Mount Detail and Ground Plan.

STEP 2: Attach Seat to Cycle Seat Weld Assembly using Detail 827. Attach Backrest to Cycle Seat Weld Assembly using Detail 827.

STEP 3: Attach Pedal Cycle Assembly to Mechanism Post Weld Assembly using Detail 829.

STEP 4: Attach Pipe Cap to Cycle Seat Weld Assembly using Detail 826.

STEP 5: Place Anchor Rods into Assemblies using Detail 465.

STEP 6: Place Assemblies into Ground Holes. See placement Detail. Level and plumb entire unit. Tighten all hardware.

STEP 7: Attach Base Cover to Cycle Seat Weld Assembly and Mechanism Post Weld Assembly using Detail 851.

IMPORTANT: Level using sway bracing. Pour concrete according to In-Ground Mount Detail. Allow concrete to cure for a minimum of 7 days.

INSTALLATION INSTRUCTIONS
Cudahy Park Renovation Project, Project # PRE-001 Document Control 602 of 1214 Page 632 of 1692 8 PAGE
CYCLE SEAT WELD: An all weld assembly fabricated of 5” O.D. x .120” (11 gauge) wall galvanized steel tubing, 3-1/2” O.D. x .216” wall galvanized steel tubing, 1-1/16" O.D. x .072" (15 gauge) wall galvanized steel tubing, 1-5/16" O.D. x .083" (14 gauge) wall galvanized steel tubing and 1/8" thick HR steel. The welded assembly shall be coated after fabrication with a custom formula of TGIC polyester powder coating in conformance with the specifications outlined herein.

MECHANISM POST WELD: An all weld assembly fabricated of 4-1/2” O.D. x .237” wall galvanized steel tubing, 2”x 6” rectangular tubing (.19” wall thickness) and 1/8” thick HR steel. The welded assembly shall be coated after fabrication with a custom formula of TGIC polyester powder coating in conformance with the specifications outlined herein.

SEAT/BACKREST: Shall be constructed from injection molded Nylon W6.

PEDAL CYCLE ASSEMBLY:

MECHANISM CASTING: Shall be fabricated from A365 Cast Aluminum. The castings shall be coated after fabrication with a custom formula of TGIC polyester powder coating in conformance with the specifications outlined herein.

PEDAL CRANK ASSEMBLY: The Pedal Crank Assembly is a purchased part and shall be made of cast aluminum and shall be chromium coated. The pedal shall be constructed from aluminum and electro-deposition coated.

SLOT COVER PLATE: Shall be fabricated from 16 gauge HR Steel Plate MECHANISM: The mechanism is a purchased part and shall be made of stainless cold rolled steel and utilizes magnetic resistance.

BASE COVER: Shall be constructed from aluminum and powder coated.

PIPE CAP: Shall be constructed from injection molded polyethylene POWDER COAT FINISH: Shall be an electrostatically applied custom formula of TGIC polyester powder. All components will be free of sharp edges and excess weld spatter and shall be cleaned in a four stage solvent / zirconium based bath system (free of iron phosphate), as a rust inhibitor, and a zirconium conversion coating to prevent flash rusting before coating. In addition, all welds shall be protectively coated with ZRP, a zinc rich primer that forms a rust-resistant barrier layer over each weld prior to application of the powder coating. The powder coating shall have a super tough finish with maximum exterior durability and will have superior adhesion characteristics. Typical characteristics are: Two coat process to achieve

3.0 - 5.0 mil thickness and oven cured between 350 degrees Fahrenheit. Pencil Hardness H (ASTM D-3363), Impact (ASTM D-2794- 69), Wedge Bend (ASTM D-522-68), Adhesion (Cross Hatch ASTM D-3359 & Knife Scratch ASTM D-2197), Environmental (Stain Resistance ASTM D-1308, Humidity ASTM D-2247 - 87, Salt Spray ASTM B-117 & Fadometer 300 hrs with no loss of gloss), Over-bake Stability 100% at 350 degrees Fahrenheit for 10 minutes.

SPECIFICATIONS: GAMETIME® has a policy of continuous improvement and reserves the right to discontinue or change specifications without notice.

SPECIFICATIONS
Cudahy Park Renovation Project, Project # PRE-001 Document Control 603 of 1214 Page 633 of 1692 9 PAGE

IMPORTANT
TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END

PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION.

NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE.

NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE-NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 13 2 3 4 5 6

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0 INCH 1
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15
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w/PATCH (812052)
3/8" LOCK WASHER
(817334)
3/8" FLAT WASHER
(817410)
ADA

SEAT/BACKREST
(207600)

1/2" ANCHOR ROD
(135038)

NOTE: USING EXISTING HOLES
IN PIPE AS TEMPLATE, DRILL 3/16"

HOLES IN CAP AND INSTALL

USING DRIVE RIVETS

EXCERCISE
ASS'Y
3/16" x 13/32" DRIVE
RIVET (805366)
5" INJECTION

MOLDED CAP
(207710)

Cudahy Park Renovation Project, Project # PRE-001 Document Control 604 of 1214 Page 634 of 1692 10 PAGE

IMPORTANT
TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END

PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION.

NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE.

NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE-NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 13 2 3 4 5 6
5
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0 INCH 1
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15
3/4" HEX NUT
(206358)
3/4" LOCKWASHER
(817354)
3/4" FLATWASHER
(206358)
3/4" x 4 1/4" WEDGE
ANCHOR (206358)

Cudahy Park Renovation Project, Project # PRE-001 Document Control 605 of 1214 Page 635 of 1692 11 PAGE

IMPORTANT
TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END

PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION.

NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE.

NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE-NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 13 2 3 4 5 6

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0 INCH 1
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15

MECHANISM POST

WELD ASS'Y
1/2" LOCKWASHER
(817342)
9/16" FLATWASHER
(817470)

PEDAL CYCLE ASSEMBLY
1/2" x 3 1/2" B.H.C.S.
(811069)

ADD LOCTITE
(SUPPLIED BY OTHERS)
Cudahy Park Renovation Project, Project # PRE-001 Document Control 606 of 1214 Page 636 of 1692 12 PAGE

IMPORTANT
TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END

PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION.

NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE.

NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE-NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 13 2 3 4 5 6

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0 INCH 1
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15

WELD ASS'Y

BASE COVER BOLT

BASE COVER NUT

BASE COVER

BASE COVER BOLT

BASE COVER NUT

Cudahy Park Renovation Project, Project # PRE-001 Document Control 607 of 1214 Page 637 of 1692 R

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Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed.

Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location.

Unless Otherwise Specified, All Units of Measure are Each Note: Peen Tee-Nuts and Flatwashers to match radius of pipe after assembly is complete.

Note: Loctite (supplied by others) should be used on any non-patch hardware.

HARDWARE COMPLETE

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INSTALLATION INSTRUCTIONS

SPECIFICATIONS
Cudahy Park Renovation Project, Project # PRE-001 Document Control 610 of 1214 Page 640 of 1692 3$*(
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INSTALLATION

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MAINTENANCE PROCEDURE:
3HULRGLFDOO\FKHFNKDUGZDUHIRUWLJKWQHVVDQGWLJKWHQDVQHFHVVDU\ $OZD\VFKHFNDOOSDUWVIRUEUHDNDJHRUZHDUDQGLPPHGLDWHO\SXWHTXLSPHQWRXWRIVHUYLFHXQWLODQ\IDXOW\SDUWVIRXQGDUHUHSDLUHG RUUHSODFHG
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&KHFNSHULRGLFDOO\UHVLOLHQWVXUIDFLQJIRUDSSURSULDWHGHSWKDQGUHPRYHH[WUDQHRXVPDWHULDOVWKDWFRXOGFDXVHLQMXU\LQIHFWLRQ RUGLVHDVH
0DLQWDLQGHWDLOHGLQVWDOODWLRQLQVSHFWLRQPDLQWHQDQFHDQGUHSDLUUHFRUGVIRUHDFKSXEOLFXVHSOD\JURXQGHTXLSPHQW * Included in Hardware
Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed.

Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location.

Unless Otherwise Specified, All Units of Measure are Each Note: Peen Tee-Nuts and Flatwashers to match radius of pipe after assembly is complete.

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INSTALLATION

INSTRUCTIONS

1. Before assembling this equipment, read the
enclosed INSTALLER INSTRUCTIONS in the
installation booklet; follow all the instructions
during installation.

2. Assemble parts as shown in the
ASSEMBLY DRAWING. Refer to the assembly
details for the specific hardware required in
each connection.

3. LOCTITE (SUPPLIED BY OTHERS)

SHOULD BE USED ON ALL THREADED
HARDWARE.

4. DO NOT POUR CONCRETE UNTIL ENTIRE

STRUCTURE IS COMPLETELY ASSEMBLED
AND LEVEL.

TOP VIEWS

ASSEMBLY VIEWS
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91146
2'-6"
OR
BELOW
91146
4'-0"
OR
BELOW
91139 91146
91139 91146
91139
The CPSC recommends age separation on
playgrounds. Supervise children to ensure
separation between 2 to 5 preschoolers and 5 to
12 year old school aged children.

This play equipment is
designed for children age
#FWNVUWRGTXKUKQP
KUTGEQOOGPFGF
4'-6 1/8" [137.55 cm]
0'-5 1/8" [13.08 cm] 0'-5 1/8" [13.08 cm]
4'-6 1/8" [137.55 cm]
Cudahy Park Renovation Project, Project # PRE-001 Document Control 626 of 1214 Page 656 of 1692 STEP 2
4 PLACES
STEP 3
2 PLACES
PAGE 2
13 0 INCH 1 2 3 4 56
0 CM 123 4 57 6 8 9 10 12 11 14 15
206516
A03650
206516
STEP 1: INSERT TABS OF

ENTRY BARRIER WELD ASSEMBLY

INTO SLOT OF DECK
A03650
206516
3/8" x 2" P.B.H.C.S.
w/PATCH (812055)
3/8" LOCK WASHER
(817334)

DETAIL VIEW
NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE
STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL.
3/8" T-NUT (804556)
3/8" FLAT WASHER
(1 1/4" O.D.) (817424)
3/8" LOCK WASHER
(817334)
3/8" x 3/4"
P.B.H.C.S. w/PATCH
(812052)
ALUM. PIN (203568)
206516
NOTE: BOLT SHOULD BE

TORQUED FROM
20-25 FT. LBS. FOR
PROPER INSTALLTION.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 627 of 1214 Page 657 of 1692 PAGE 3
Parts List
DESCRIPTION 91139 91146 PART NUMBER
ENTRY BARRIER 02 206516
GUARDRAIL ENTRY 20 206002
TRU-LOC 22 A03650
11 206587
ALUM. PIN 22 203568*
3/8" FLAT WASHER (1 1/4" O.D.) 44 817424*
3/8" LOCK WASHER 66 817334*
3/8" x 3/4" P.B.H.C.S. w/PATCH 44 812052*
3/8" T-NUT 44 804556*
3/8" x 2" P.B.H.C.S. w/PATCH 22 812055*

HARDWARE COMPLETE
* Included in Hardware
Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed.

Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location.

Unless Otherwise Specified, All Units of Measure are Each Note: Peen Tee-Nuts and Flatwashers to match radius of pipe after assembly is complete.

Note: Loctite (supplied by others) should be used on any non-patch hardware.

MAINTENANCE PROCEDURE:
- Periodically check hardware for tightness, and tighten as necessary. - Always check all parts for breakage or wear, and immediately put equipment out of service until any faulty parts found are repaired or replaced.
- Check all metal parts for rust, paint loss and touch-up if necessary with paint. - Check for welded areas and verify integrity.
- Check periodically resilient surfacing for appropriate depth and remove extraneous materials that could cause injury, infection, or disease.
- Maintain detailed installation, inspection, maintenance, and repair records for each public-use playground equipment.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 628 of 1214 Page 658 of 1692 R
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Cudahy Park Renovation Project, Project # PRE-001 Document Control 629 of 1214 Page 659 of 1692 2 PAGE

FRAME ASSEMBLY VIEW
91608
220155
220166
220159
220155
220159
220258
220155
220159
222584
222584
222584
223118
Cudahy Park Renovation Project, Project # PRE-001 Document Control 630 of 1214 Page 660 of 1692 3 PAGE

FRAME ASSEMBLY VIEW
91609
220166
220155
220292
220159
220155
220159
220159
220155
222584
222584
222584
223118
Cudahy Park Renovation Project, Project # PRE-001 Document Control 631 of 1214 Page 661 of 1692 4 PAGE

FINISHED SURFACE
1'-0" TO 6'-0"

DECK RANGE
6'-0" SHOWN

FRAME ELEVATION VIEW
91608
7'-2" [218.44 cm]
Cudahy Park Renovation Project, Project # PRE-001 Document Control 632 of 1214 Page 662 of 1692 5 PAGE
7'-2" [218.44 cm]

FRAME ELEVATION VIEW
91609
7'-0" TO 8'-0"

DECK RANGE
7'-0" SHOWN
Cudahy Park Renovation Project, Project # PRE-001 Document Control 633 of 1214 Page 663 of 1692 6 PAGE
P2'-0" [P60.96 cm] DIAMETER x
4'-0" [121.92 cm] DEEP

FINISHED SURFACE

RESILIENT SURFACING

ELEVATION VIEW
91608 SHOWN
91609 SIMILAR

PLAN VIEW
91608 SHOWN
91609 SIMILAR
NOTE: HOLE DEPTHS INDICATED ON

ALL PLAN VIEWS ARE MEASURED
FROM THE FINISHED SURFACE. SEE
ELEVATION VIEW. ALL FOOTING

DIMENSIONS ARE BASED ON LEVEL
FINISHED SURFACE.

CONCRETE REQUIRED:
.35 CUBIC YARDS
[.27 CUBIC METERS]
15'-9 11/16" [481.82 cm]

TOP VIEW
91608 SHOWN
91609 SIMILAR
13'-9 1/2" [420.33 cm]
223118

BRICK OR EQUIVALENT
(SUPPLIED BY OTHERS)
3'-0" [91.44 cm]
4'-0" [121.92 cm]

REFER TO PAGES
4 AND 5 FOR

DECK HEIGHTS
Cudahy Park Renovation Project, Project # PRE-001 Document Control 634 of 1214 Page 664 of 1692 7 PAGE

FOOTING DETAIL
1'-0" [30.48 cm]
VARIES
(REFER TO OVERALL

SHOCK ABSORBING

MATERIAL

3.9" [10.00 cm]
MAX.
45` MIN.

CONCRETE

BRICK OR

EQUIVALENT

SHOCK ABSORBING PROPERTIES OF SURFACING
MATERIALS VARY. IF YOU DETERMINE THAT LESS
THAN 1'-0" [30.48cm] OF SURFACING IS REQUIRED,

MAKE UP THE DIFFERENCE IN ELEVATION WITH
EARTH, BEFORE APPLYING SURFACING.
"A"
"B"

UNIT GROUND PLAN)
1 1/16" [2.70 cm]
1 5/16" [3.33 cm]
1 5/8" [4.13 cm]
1 7/8" [4.83 cm]
2 3/8" [6.03 cm]
3 1/2" [8.89 cm]
5" [12.70 cm]
(PIPE SIZE)
DIA. "A"
1'-2" [35.56 cm]
1'-6" [45.72 cm]
1'-6" [45.72cm]
1'-2" [35.56 cm]
1'-2" [35.56 cm]
1'-2" [35.56 cm]
1'-2" [35.56 cm]
(FOOTING SIZE)
DIA. "B"
-SUGGESTED MINIMUM CONCRETE
OF EUROPEAN STANDARD EN1176-1 ONLY
-SLOPED FOOTING IS A REQUIREMENT
RATING: 3000 PSI
NOTES:

BRICK OR

DIMENSIONED

TO TOP OF
EARTH

EQUIVALENT
Cudahy Park Renovation Project, Project # PRE-001 Document Control 635 of 1214 Page 665 of 1692 STEP 3
4 PLACES
8 PAGE
13 0 INCH 1 2 3 4 5 6
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15

DETAIL VIEW
NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE
STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL.

STEP 1
2 PLACES
STEP 2
OR

REFER TO PARTS LIST

AND FRAME ASSEMBLY VIEWS

FOR PROPER SHADE CROWN

WELD ASSEMBLY
OR

EXISTING

UPRIGHT
220258
220292
220258
220292

USING SHADE CROWN WELD

ASSEMBLY AS A TEMPLATE,
FIELD DRILL Ø5/16" DIAMETER

HOLES THRU EXISTING UPRIGHT

EXISTING

UPRIGHT
3/8" x 1 1/4" SELF

TAPPING TORX
w/PATCH (HWS0081)
1/2" LOCKNUT
(804355)
1/2" LOCKWASHER
(817342)
223118
1/2" x 5 1/2" HEX
HEAD BOLT (801221)
223118
1/2" ANCHOR ROD
(135038)
223118
Cudahy Park Renovation Project, Project # PRE-001 Document Control 636 of 1214 Page 666 of 1692 9 PAGE
13 0 INCH 1 2 3 4 5 6
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15

DETAIL VIEW
NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE
STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL.
220155
220159
220155
OR
STEP 4
6 PLACES
STEP 5
12 PLACES

REFER TO FRAME ASSEMBLY VIEW

FOR PROPER RAFTER WELD

PLACEMENT
220155
220258
220292
OR
OR
220159
220155 220159
220155
220159

USING EXISTING HOLES

IN SHADE CROWN WELD

ASSEMBLY AS TEMPLATE,
DRILL Ø3/16" HOLES IN

RAFTER WELD ASSEMBLY
220258
220292
222584
222584
222584
222584
NOTE: ORIENTATION OF HOOK
ON GLIDE EXTENSION IS CRITICAL. 90° FROM

PILOT HOLES
180° FROM
SLOT
1/4" x 1" SELF

TAPPING TORX
w/PATCH (HWS0021)
1/4" x 1" SELF

TAPPING TORX
w/PATCH (HWS0021)

USING EXISTING HOLES

IN RAFTER WELD ASSEMBLY
AS TEMPLATE, DRILL Ø3/16"

HOLES IN GLIDE INSERT
Cudahy Park Renovation Project, Project # PRE-001 Document Control 637 of 1214 Page 667 of 1692 10 PAGE
13 0 INCH 1 2 3 4 5 6
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15

DETAIL VIEW
NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE
STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL.
220159
220155
OR
220155
STEP 6
6 PLACES
STEP 7
6 PLACES
OR
OR
220159
220166
220258
220292
220166
220166
220258
220292
3/8" x 1" HEX HEAD
BOLT - SS (801003)
3/8" FLAT WASHER
(1" O.D.) (817401)
3/8" FLAT WASHER
(1" O.D.) (817401)
3/8" LOCK NUT
(804353)
3/8" FLAT WASHER
(1" O.D.) (817401)
3/8" LOCK NUT
(804353)
3/8" x 1" HEX HEAD
BOLT - SS (801003)
3/8" FLAT WASHER
(1" O.D.) (817401)
Cudahy Park Renovation Project, Project # PRE-001 Document Control 638 of 1214 Page 668 of 1692 11 PAGE
13 0 INCH 1 2 3 4 5 6
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15

CABLE WILL EXIT

END OF SLEEVE

IN FABRIC

SECTION OF FABRIC

HAS BEEN REMOVED

TO SHOW CABLE

FOR CLARITY ONLY
223119
220159
222584
STEP 8
5 PLACES
NOTE: ADD LOCTITE (SUPPLIED BY
OTHERS) TO BOLTED CONNECTIONS.

NOTE: CABLE CLAMP MUST BE
INSTALLED WITH NUTS FACING DOWN.

CLAMPS MUST BE TOUCHING EACH OTHER.

NOTE: ANY BOLT END PROTRUDING MORE

THAN TWO FILL THREADS BEYOND FACE

OF THE NUT PROMPTLY CUT-OFF FLUSH,

FILE SMOOTH, AND TREAT TO PREVENT
CORROSION.

CABLE WILL EXIT FROM

JUMP-OUT HOLE LOCATED
UNDER STRAP. EXCESS

CABLE WILL TUCK INTO
SAME HOLE..

SECURE FABRIC AND CABLE

OVER GLIDE HOOK ON
GLIDE INSERT.

CABLE MUST PASS
UNDER GLIDE HOOK.

CABLE CLAMP
222584
223119
OR
STEP 9

DETAIL VIEW
NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE
STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL.

VIEW IS FROM TOP

OF SHADE FABRIC

VIEW IS FROM TOP

OF SHADE FABRIC

SECURE FABRIC AND CABLE

OVER GLIDE HOOKS ON

GLIDE EXTENSIONS
Cudahy Park Renovation Project, Project # PRE-001 Document Control 639 of 1214 Page 669 of 1692 12 PAGE
13 0 INCH 1 2 3 4 5 6
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15

DETAIL VIEW
NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE
STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL.

COVER PLATE
*DRAIN PORT AT BOTTOM
3/8" WASHER
3/8" BOLT

REMOVE COVER PLATE

TO ACCESS TENSIONING NUT
STEP 10
3 PLACES

HARDWARE INCLUDED IN
GLIDE INSERT (222584)
222584
222584
222584
222584
Cudahy Park Renovation Project, Project # PRE-001 Document Control 640 of 1214 Page 670 of 1692 13 PAGE

INSTALLATION INSTRUCTIONS
NOTE: THIS INSTALLATION BOOKLET SHOULD BE KEPT IN CUSTOMER'S FILE FOR FUTURE REFERENCE.

NOTE: Do not overtighten bolts. To overtighten may cause buckling or dimpling of some parts.

NOTE: Read installation instructions thoroughly before starting assembly. Pour concrete only after final assembly is complete.

Bracing material may be required during assembly.

NOTE: Do not tighten any nuts, bolts, rods, etc. until the unit is completely assembled.

NOTE: Assembly and leveling time will be greatly reduced if a transit is used to set location and depth of ground holes.

NOTE: Due to extremes in weather and soil conditions, hole sizes may have to be increased to meet local condition NOTE: Refer to the Detail Views for the specific hardware required in each connection.

NOTE: DO NOT POUR CONCRETE UNTIL ENTIRE STRUCTURE IS COMPLETELY ASSEMBLED AND LEVEL.

STEP 1: Attach Anchor Rods to In-Ground Extension. REFER TO PAGE 8.

STEP 2: Attach In-Ground Extension to Upright. REFER TO PAGE 8.

STEP 3: Attach Shade Crown Weld Assembly to Upright. Using Shade Crown Weld Assembly as a template, field drill Ø5/16" diameter holes thru existing upright. REFER TO PAGE 8.

STEP 4: Attach Glide Inserts to Rafter Weld Assemblies (220155). Using existing holes in Rafter Weld Assembly as template, drill Ø3/16" holes in Glide Insert and install Self Tapping Screws.. REFER TO PAGE 9.

STEP 5: Attach Rafter Weld Assemblies to Shade Crown Weld Assembly. Uisng existing holes in Shade Crown Weld Assembly as template, drill Ø3/16" holes in Rafter Weld Assembly and install using Self Tapping Screws. REFER TO PAGE 9.

STEP 6: Attach Strut Weld Assemblies to Shade Crown Weld Assembly. REFER TO PAGE 10.

STEP 7: Attach Strut Weld Assemblies to Rafter Weld Assemblies. REFER TO PAGE 10.

NOTE: FOLLOWING STEPS TO BE COMPLETED AFTER CONCRETE HAS CURED APPROXIMATELY 48 HOURS.

STEP 8: Starting at any corner thread the steel cable through the jump-out hole under loop at the edge of the shade fabric until it comes out the end of the sleeve at the next corner. Continue threading cable through sleeve all the way around the shade fabric until the entire shade fabric has been encircled. Cable will exit through jump-out hole on the same corner it was started. Leave a loop of approximately 9 inches at each non-tensioning corner. Spread the shade fabric over the frame and secure corners to the Glide Hooks. It may be necessary to flap the loose corners up and down to stretch the shade fabric so that it fits over the Glide Hooks. NOTE: The Steel Cable must always pass under the Glide Hooks. REFER TO PAGE 11.

STEP 9: Pull tight by hand then using the clamps provided, fasten the steel cables together. All clamps must be used. After clamps are tightened, thread the excess steel cable back into the jump-out holes in the shade fabric. NOTE: If any portion of the steel cable was bent/kinked during the tensioning process, it must be straightened by bending the steel cable back in the opposite direction of the bend. REFER TO PAGE 11.

STEP 10: Remove Cover Plate from Glide Insert to access tensioning nut. Take turns tensioning each Glide Insert in small increments. Make sure that the steel cables cross each other at the corner where the steel cable ends. DO NOT OVER TENSION! You can test the tightness of the shade fabric by hitting the perimeter steel cable with the palm of your hand to see how much it moves. If the shade fabric does not move more than 6" up or down then you have the correct tension. If the shade fabric bounces and has a ripple affect then you may need to apply more tension. Attach Cover Plate to Glide Insert. REFER TO PAGE 12.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 641 of 1214 Page 671 of 1692 Parts List
DESCRIPTION 91608 91609 PART NUMBER
SHADE CROWN WELD ASSEMBLY 01 220258
SHADE CROWN WELD ASSEMBLY 10 220292
GLIDE INSERT 33 222584
RAFTER WELD ASSEMBLY 33 220155
RAFTER WELD ASSEMBLY 33 220159
STRUT WELD ASSEMBLY 66 220166
IN-GROUND EXTENSION 11 223118
11 223119
15' HEX SHADE FABRIC 11 **
CABLE (3/16" DIAMETER 55' LG) 11 **
CABLE CLAMP 44 **
11 220298
1/4" x 1" SELF TAPPING TORX w/PATCH 18 18 HWS0021*
3/8" x 1 1/4" SELF TAPPING TORX w/PATCH 44 HWS0081*
3/8" x 1" HEX HEAD BOLT - SS 12 12 801003*
3/8" FLAT WASHER (1" O.D.) 24 24 817401*
3/8" LOCK NUT 12 12 804353*
1/2" x 5 1/2" HEX HEAD BOLT 11 801221*
1/2" LOCKWASHER 11 817342*
1/2" LOCKNUT 11 804355*
1/2" ANCHOR ROD 22 135038*
14 PAGE
* Included in Hardware
Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed.

Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location.

Unless Otherwise Specified, All Units of Measure are Each Note: Peen Tee-Nuts and Flatwashers to match radius of pipe after assembly is complete.

Note: Loctite (supplied by others) should be used on any non-patch hardware.

To reduce the risk of clothing entanglement in compliance with ASTM F1487, any bolt end protruding more that two full threads beyond the face of the nut shall be cut-off flush, filed smooth and treated to prevent corrosion.
** Included in 15' Hex Fabric Package
MAINTENANCE PROCEDURE:
- Periodically check hardware for tightness, and tighten as necessary. - Always check all parts for breakage or wear, and immediately put equipment out of service until any faulty parts found are repaired or replaced.
- Check all metal parts for rust, paint loss and touch-up if necessary with paint. - Check for welded areas and verify integrity.
- Check periodically resilient surfacing for appropriate depth and remove extraneous materials that could cause injury, infection, or disease.
- Maintain detailed installation, inspection, maintenance, and repair records for each public-use playground equipment.

HARDWARE COMPLETE
15' HEX FABRIC PACKAGE
Cudahy Park Renovation Project, Project # PRE-001 Document Control 642 of 1214 Page 672 of 1692 R
1-800-235-2440
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Parts List
DESCRIPTION 4956 4957 4958 4959 4960 4961 4962 PART NUMBER ANSWER WHEEL 0000001 219419
BUBBLE MIRROR 0000010 219420
HYPNO WHEEL 0000100 219421
MAZE WHEEL 0001000 219422
STAINED GLASS YELLOW 0010000 219423
STAINED GLASS GREEN 0100000 219725
ECHO CHAMBER 1000000 220825

ASSEMBLY VIEW
4956 SHOWN

OTHERS SIMILAR
Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed.

Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location.

Unless Otherwise Specified, All Units of Measure are Each Note: Peen Tee-Nuts and Flatwashers to match radius of pipe after assembly is complete.

Note: Loctite (supplied by others) should be used on any non-patch hardware.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 643 of 1214 Page 673 of 1692 PAGE 2
PANEL
PANEL

DETAIL VIEW
4957, 4960, AND 4961

DETAIL VIEW
4956, 4958, AND 4959
4956 ONLY: MOUNT ANSWER WHEEL SO ANSWER
IN WINDOW IS ON THE RIGHT SIDE.

GIZMO
GIZMO

RETAINER
CAP
CAP

RETAINER
CAP
CAP
NOTE: ALIGN PRONGS OF

CAP WITH OPENINGS OF

HOUSING AND PUSH IN

UNTIL IT SNAPS INTO
PLACE.

NOTE: WHEN ATTACHING GIZMO'S

TO A SINGLE GIZMO PANEL TWO
CONNECTIONS WILL BE ELIMINATED.

SCREW
SCREW

FLAT WASHER

FLAT WASHER
Cudahy Park Renovation Project, Project # PRE-001 Document Control 644 of 1214 Page 674 of 1692 PAGE 3
NOTE: ALIGN PRONGS OF

CAP WITH OPENINGS OF

HOUSING AND PUSH IN

UNTIL IT SNAPS INTO
PLACE.

NOTE: WHEN ATTACHING GIZMO'S

TO A SINGLE GIZMO PANEL TWO
CONNECTIONS WILL BE ELIMINATED.

DETAIL VIEW
4962 ONLY
CAP

CHAMBER
GIZMO

RETAINER
CAP
PANEL
SCREW

FLAT WASHER
Cudahy Park Renovation Project, Project # PRE-001 Document Control 645 of 1214 Page 675 of 1692 R
1-800-235-2440
+557'&4'8+5'&

INSTALLATION

PARTS LIST
DETAIL

REFERENCE
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A Company

1&Z6124#+.
1&Z6124#+.

ASSEMBLY DRAWING
5165 SHOWN

FINISHED GRADE

INSTALLATION

INSTRUCTIONS

1. Before assembling this equipment,
read the enclosed INSTALLER
INSTRUCTIONS in the installation
booklet; follow all the instructions
during installation.

2. Assemble parts as shown in the
ASSEMBLY DRAWING. Refer to the
assembly details for the specific
hardware required in each
connection.

3. NOTE: Drill out 1/4" holes with 3/8"
drill bit on the adaptive seat.

CENTER OF TOP RAIL

1'-6" [45.72 cm]

;'#451.&
%*+.&4'0
6JKURNC[GSWKROGPV KUFGUKIPGFHQT
#FWNVUWRGTXKUKQP
KUTGEQOOGPFGF 'PTKEJKPI%JKNFJQQF6JTQWIJ2NC[
YYYICOGVKOGEQO
UO
8'-0" [243.84cm]
34" MINIMUM
20"
CL
Cudahy Park Renovation Project, Project # PRE-001 Document Control 646 of 1214 Page 676 of 1692 Parts List
REF DESCRIPTION 5165 5166 PART NUMBER
1 EXPRESSION SWING w/ ADAPTIVE SEAT PACKAGE 11 213059
2 SEAT ASS'Y 11 208958**
3 ADAPTIVE WELD ASS'Y 11 212912**
4 SWING CASTING 44 209237**
5 (PURCHASED) EXPRESSION SWING w/ ADAPTIVE SEAT CAUTION LABEL 11 213060** 1 213062
6 ADAPTIVE SEAT 11 166082***
SWING HANGER (3-1/2" O.D.) 02 1462***
10 213063
6 ADAPTIVE SEAT 10 166082****
SWING HANGER (5" O.D.) 20 1487****
11 213061**
3/8" x 1" P.B.H.C.S. w/PATCH 22 812050*
3/8" x 1 1/2" P.B.H.C.S. w/PATCH 44 812053*
3/8" x 2 1/2" P.B.H.C.S. w/PATCH 22 812057*
3/8" x 2 3/4" P.B.H.C.S. w/PATCH 22 812058*
3/8" FLAT WASHER 22 817410*
3/8" BARREL NUT 10 10 804804*
3/8" LOCK WASHER 22 817334*
3/8" O.D. STAINLESS STEEL WIRE 22 208743*
3/8" PLASTIC SPACER 12 12 817613*
3/8" PIN-IN TORX BIT, T45 22 812655*
1/2" LOCKWASHER 44 817342*
D SHACKLE w/NO-SNAG PIN 66 161853*
S.S. CHAIN 17 LINKS 44 213058*
2 PAGE

HARDWARE COMPLETE
* Included in Hardware
Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed.

Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location.

Unless Otherwise Specified, All Units of Measure are Each Note: Peen Tee-Nuts and Flatwashers to match radius of pipe after assembly is complete.

Note: Loctite (supplied by others) should be used on any non-patch hardware. **Included in Expression Swing W/ Adaptive Seat Package 213059 ***Included in Adaptive Seat Package 3 1/2" Top Rail 213062 ****Included in Adaptive Seat Package 5" Top Rail 213063 ADAPTIVE SEAT PACKAGE 3 1/2" TOP RAIL
ADAPTIVE SEAT PACKAGE 5" TOP RAIL
Cudahy Park Renovation Project, Project # PRE-001 Document Control 647 of 1214 Page 677 of 1692 3 PAGE

IMPORTANT
TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END

PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION.

NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE.

NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE-NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 13 2 3 4 5 6

&'6#+.5ÄHQTÄ
0 INCH 1
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15

SEAT ASS'Y
208958
3/8" BARREL NUT
(804804)
3/8" x 1 1/2"
P.B.H.C.S. w/PATCH
(812053)
3/8" LOCK WASHER
(817334)
3/8" O.D. STAINLESS

STEEL WIRE
(208743)

3/8" LOCK WASHER
(817334)
3/8" FLAT WASHER
(817410)
3/8" x 1" P.B.H.C.S.
w/PATCH (812050)
3/8" BARREL NUT
(804804)

STAINLESS STEEL

D SHACKLE
(161853)
3/8" PLASTIC
SPACER (817613)

SWING CASTING
(209237)

SWING HANGER

S.S. CHAIN
NOTE: BOLT HEAD TO

FACE INTERIOR OF
SWING
Cudahy Park Renovation Project, Project # PRE-001 Document Control 648 of 1214 Page 678 of 1692 4 PAGE

IMPORTANT
TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END

PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION.

NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE.

NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE-NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 13 2 3 4 5 6

&'6#+.5ÄHQTÄ
0 INCH 1
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15

SHACKLE

ASSEMBLY
(161853)
S.S. CHAIN
3/8" PLASTIC
SPACER (817613)
3/8" PLASTIC
SPACER (817613)
NOTE:

SPACERS LOCATED

BETWEEN TAB AND
INTERIOR OF SHACKLE.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 649 of 1214 Page 679 of 1692 5 PAGE

IMPORTANT
TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END

PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION.

NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE.

NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE-NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 13 2 3 4 5 6

&'6#+.5ÄHQTÄ
0 INCH 1
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15

1/2" LOCKWASHER
(817342)
3/8" x 2 1/2"
P.B.H.C.S. w/PATCH
(812057)
3/8" x 2 3/4"
P.B.H.C.S. w/PATCH
(812058)
1/2" LOCKWASHER
(817342)

ADAPTIVE
SEAT
3/8" BARREL NUT
(804804)
3/8" BARREL NUT
(804804)
NOTE: DRILL OUT 1/4" HOLES
WITH 3/8" DRILL BIT ON THE
ADAPTIVE SEAT.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 650 of 1214 Page 680 of 1692 6 PAGE

IMPORTANT
TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END

PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION.

NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE.

NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE-NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 13 2 3 4 5 6

&'6#+.5ÄHQTÄ
0 INCH 1
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15

POSITION LABEL FACING
OUTWARD AND 5' ABOVE

FINISHED GRADE
SWING
FRAME

UPRIGHT
EXPRESSION SWING w/

ADAPTIVE SEAT CAUTION
LABEL

Cudahy Park Renovation Project, Project # PRE-001 Document Control 651 of 1214 Page 681 of 1692 R
1-800-235-2440
+557'&4'8+5'&

INSTALLATION

PARTS LIST
DETAIL

REFERENCE
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Parts List

REF DESCRIPTION QTY PART NUMBER
1 ADAPTIVE SWING SAFETY BELT 1 X18249
1 215684
1/4" X 2-3/4" B.H.C.S. 1 811021*
1/4" LOCK WASHER 1 817326*
1/4" TEE-NUT 1 804559*
3/8" x 2 3/4" P.B.H.C.S. w/PATCH 2 812058*
3/8" x 3" P.B.H.C.S. w/PATCH 2 812059*
3/8" BARREL NUT 4 804804*
1/2" LOCKWASHER 4 817342*

INSTALLATION

INSTRUCTIONS

1. Before assembling this
equipment, read the enclosed
Installer Instructions in the
installation booklet; follow all
the instructions during assembly.

2. Assemble parts as shown in
the Assembly Drawing. Refer to
the assembly details for the
specific hardware required in
each connection.

3. NOTE: Drill out 1/4" holes with 3/8"
drill bit on the adaptive seat.
* Included in Hardware
Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed.

Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location.

Unless Otherwise Specified, All Units of Measure are Each Note: Peen Tee-Nuts and Flatwashers to match radius of pipe after assembly is complete.

Note: Loctite (supplied by others) should be used on any non-patch hardware.

1 HARDWARE COMPLETE

ASSEMBLY DRAWING
Cudahy Park Renovation Project, Project # PRE-001 Document Control 652 of 1214 Page 682 of 1692 PAGE 2

IMPORTANT
TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END

PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION.

NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE.

NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE-NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 13 2 3 4 56

&'6#+.5ÄHQTÄ
0 INCH 1
0 CM 123 4 57 6 8 9 10 12 11 14 15
3/8" x 2 3/4"
P.B.H.C.S. w/PATCH
(812058)
1/2" LOCKWASHER
(817342)
3/8" BARREL NUT
(804804)

SAFETY BELT

ADAPTIVE
SEAT

WELD ASS'Y
NOTE: DRILL OUT 1/4" HOLES
WITH 3/8" DRILL BIT ON THE
ADAPTIVE SEAT.

ADAPTIVE SEAT

WELD ASS'Y
SAFETY
BELT
3/8" BARREL NUT
(804804)
1/2" LOCKWASHER
(817342)
3/8" x 3" P.B.H.C.S.
w/PATCH (812059)
NOTE: DRILL OUT 1/4" HOLES
WITH 3/8" DRILL BIT ON THE
ADAPTIVE SEAT.

1/4" TEE-NUT
(804559)

ADAPTIVE SEAT

SAFETY BELT
1/4" X 2-3/4" B.H.C.S.
(811021)
1/4" LOCK WASHER
(817326)

Cudahy Park Renovation Project, Project # PRE-001 Document Control 653 of 1214 Page 683 of 1692

TOP VIEW
R
1-800-235-2440
ISSUED/REVISED:

INSTALLATION

PARTS LIST
DETAIL

REFERENCE
=
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9'.%1/'5+)0
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A Company
Ä14Ä;'#41.&

Ä;'#41.&
Ä;'#41.&

ASSEMBLY VIEW
0'-2 3/8" [6.03 cm]
0'-2 3/8" [6.03 cm]
2 1

Cudahy Park Renovation Project, Project # PRE-001 Document Control 654 of 1214 Page 684 of 1692 Parts List
REF. DESCRIPTION 5178 5179 5180 PART NUMBER
1 WELCOME SIGN WELD ASS'Y 111 215665
2 2 TO 5 WELCOME SIGN 001 217318
2 2 TO 5 OR 5 TO 12 WELCOME SIGN 100 217320
2 5 TO 12 WELCOME SIGN 010 217319
111 219264
3/8" x 1 1/4" P.B.H.C.S. w/PATCH 555 812051*
3/8" LOCK WASHER 555 817334*
3/8" FLAT WASHER 555 817410*
3/8" HEX NUT 555 804053*
2 PAGE
* Included in Hardware
Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed.

Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location.

Unless Otherwise Specified, All Units of Measure are Each Note: Peen Tee-Nuts and Flatwashers to match radius of pipe after assembly is complete.

Note: Loctite (supplied by others) should be used on any non-patch hardware.

HARDWARE COMPLETE

GROUND PLAN
P1'-2" [35.56 cm] x
1'-9" [53.34cm]DEEP
CONCRETE REQUIRED:
.24 CUBIC YARDS
[.18 CUBIC METERS]
NOTE: HOLE DEPTHS INDICATED ON ALL

GROUND PLANS ARE MEASURED FROM
THE FINISHED SURFACE. SEE DETAIL
298. ALL FOOTING DIMENSIONS ARE
BASED ON LEVEL FINISHED SURFACE.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 655 of 1214 Page 685 of 1692 3 PAGE
WELCOME SIGN: The Welcome Signs shall be 1/2" thick exterior DHPL with a 12 color high definition printed graphic.

WELCOME SIGN WELD ASSEMBLY: Shall be an all welded construction consisting of 2 3/8" O.D. x .095” (13 gauge) wall galvanized steel tubing and a 1/4" thk. 22" dia. hot rolled steel mounting plate. Assembly shall have a powder coat finish.

SPECIFICATIONS: GAMETIME® has a policy of continuous improvement and reserves the right to discontinue or change specifications without notice.

STEP 1: Dig required hole. Place a brick or equivalent in the bottom of hole to provide a solid foundation.See Assembly Drawing and Ground Plan.

STEP 2: Bolt Sign onto Mounting Plate as shown in Detail 861.

STEP 3: Place Assembly into center of ground hole. Plumb and level Assembly.

INSTALLATION INSTRUCTIONS

SPECIFICATIONS
Cudahy Park Renovation Project, Project # PRE-001 Document Control 656 of 1214 Page 686 of 1692 4 PAGE

IMPORTANT
TO REDUCE THE RISK OF CLOTHING ENTANGLEMENT IN COMPLIANCE WITH ASTM F1487, ANY BOLT END

PROTRUDING MORE THAN TWO FULL THREADS BEYOND THE FACE OF THE NUT SHALL BE CUT-OFF FLUSH, FILED SMOOTH AND TREATED TO PREVENT CORROSION.

NOTE: LOCTITE (SUPPLIED BY OTHERS) SHOULD BE USED ON ALL THREADED HARDWARE.

NOTE: AFTER ASSEMBLY IS COMPLETE, PEEN TEE-NUTS AND FLATWASHERS TO MATCH RADIUS OF PIPE. 13 2 3 4 5 6

&'6#+.5ÄHQTÄ
0 INCH 1
0 CM 1 2 3 4 5 6 7 8 9 10 1211 14 15
1'-2" [35.56 cm]

TO TOP OF
1'-2" [35.56 cm]

BRICK OR
1'-6" [45.72cm]
1'-6" [45.72 cm]
2 3/8" [6.03 cm]
3 1/2" [8.89 cm]
MAX.
5" [12.70 cm]
(PIPE SIZE)

1 7/8" [4.83 cm]
1 5/8" [4.13 cm]
DIA. "A"
1 1/16" [2.70 cm]
1 5/16" [3.33 cm]
[7.62 cm]
VARIES
"B"
1'-2" [35.56 cm]
1'-2" [35.56 cm]

MATERIAL
DIA. "B"
(FOOTING SIZE)
1'-2" [35.56 cm]

CONCRETE

BRICK OR

EQUIVALENT

3.9" [10.00 cm]
45` MIN.
"A"
0'-3"
NOTES:
-SLOPED FOOTING IS A REQUIREMENT
OF EUROPEAN STANDARD EN1176-1 ONLY
-SUGGESTED MINIMUM CONCRETE

EQUIVALENT

DIMENSIONED EARTH

UNIT GROUND PLAN)
(REFER TO OVERALL
RATING: 3000 PSI

SHOCK ABSORBING
3/8" x 1 1/4"
P.B.H.C.S. w/PATCH
(812051)

SIGN POST
ASS'Y
PANEL
3/8" FLAT WASHER
(817410)
3/8" LOCK WASHER
(817334)
3/8" HEX NUT
(804053)

Cudahy Park Renovation Project, Project # PRE-001 Document Control 657 of 1214 Page 687 of 1692 R
1-800-235-2440
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INSTALLATION

PARTS LIST
DETAIL

REFERENCE
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ASSEMBLY VIEW
5191

FRAME ASSEMBLY VIEW
5191
1 11

2 2

STRUT 42 3/8"
RAFTER 108 3/4"
RIDGE POLE 126 5/8"
SEE STAGE 1 VIEW
STRUT 42 3/8"
RAFTER 108 3/4"
SEE STAGE 1 VIEW
COLUMN 1 SOCKET
COLUMN 1 SOCKET
NOTE: SWING SEAT PACKAGES SHOWN ON
PAGE 8 AND PAGE 9 NOT INCLUDED.

SHOWN FOR ILLUSTRATION ONLY.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 658 of 1214 Page 688 of 1692 PAGE 2

ASSEMBLY VIEW
5192

FRAME ASSEMBLY VIEW
5192
2 2

3 1
11

SEE STAGE 1 VIEW
SEE STAGE 1 VIEW
SEE STAGE 2 VIEW
STRUT 42 3/8"
STRUT 42 3/8"
RAFTER 108 3/4"
RAFTER 108 3/4"
STRUT 33 1/8"
RAFTER 84 3/4"
RIDGE POLE 126 5/8"
RIDGE POLE 126 5/8"
COLUMN 1 SOCKET
COLUMN 2 SOCKET
COLUMN 1 SOCKET
Cudahy Park Renovation Project, Project # PRE-001 Document Control 659 of 1214 Page 689 of 1692 PAGE 3

ASSEMBLY VIEW
5193

FRAME ASSEMBLY VIEW
5193
1 11

2 3
3 2

SEE STAGE 1 VIEW
SEE STAGE 2 VIEW
SEE STAGE 2 VIEW
SEE STAGE 1 VIEW
STRUT 42 3/8"
RAFTER 108 3/4"
RIDGE POLE 126 5/8"
STRUT 42 3/8"
RAFTER 108 3/4"
RAFTER 84 3/4"
STRUT 33 1/8"
RAFTER 84 3/4"
STRUT 33 1/8"
RIDGE POLE 126 5/8"
RIDGE POLE 126 5/8"
COLUMN 1 SOCKET
COLUMN 1 SOCKET
COLUMN 2 SOCKET
COLUMN 2 SOCKET
Cudahy Park Renovation Project, Project # PRE-001 Document Control 660 of 1214 Page 690 of 1692 PAGE 4
2 3
3 3
2 1
11

SEE STAGE 1 VIEW
SEE STAGE 2 VIEW
SEE STAGE 2 VIEW
SEE STAGE 2 VIEW
SEE STAGE 1 VIEW
COLUMN 1 SOCKET
COLUMN 2 SOCKET
COLUMN 2 SOCKET
COLUMN 2 SOCKET
COLUMN 1 SOCKET
STRUT 42 3/8"
RAFTER 108 3/4"
RIDGE POLE 126 5/8"
RAFTER 84 3/4"
STRUT 33 1/8"
RIDGE POLE 126 5/8"
RAFTER 84 3/4"
STRUT 33 1/8"
RIDGE POLE 126 5/8"
RAFTER 84 3/4"
STRUT 33 1/8"
RIDGE POLE 126 5/8" STRUT 42 3/8"
RAFTER 108 3/4"

ASSEMBLY VIEW
5194

FRAME ASSEMBLY VIEW
5194
Cudahy Park Renovation Project, Project # PRE-001 Document Control 661 of 1214 Page 691 of 1692 PAGE 5

TOP VIEW
5191

TOP VIEW
5192
24'-1 7/16" [735.18 cm]
16'-8 1/2" [509.33 cm]
35'-7 7/16" [1085.70 cm]
16'-8 1/2" [509.33 cm]
Cudahy Park Renovation Project, Project # PRE-001 Document Control 662 of 1214 Page 692 of 1692 PAGE 6
16'-8 1/2" [509.33 cm]
47'-1 7/16" [1436.22 cm]
58'-7 1/4" [1786.24 cm]
16'-8 1/2" [509.33 cm]

TOP VIEW
5193

TOP VIEW
5194
Cudahy Park Renovation Project, Project # PRE-001 Document Control 663 of 1214 Page 693 of 1692 PAGE 7
23'-6" [716.35 cm]
1'-0" [30.48 cm]
8'-0" [243.84 cm]

CENTER OF

SWING TOP BAR
3'-0" [91.44 cm] 11'-6" [350.52 cm]
13'-11 1/4" [424.82 cm]

TO TOP OF

PLATE ON

COLUMN FINISHED
GRADE

FRONT ELEVATION VIEW
5191
8'-0" [243.84 cm]

CENTER OF

SWING TOP BAR
1'-0" [30.48 cm]
3'-0" [91.44 cm]
23'-0" [701.04 cm]
13'-9" [419.05 cm]

TO GLIDE
HOOK
13'-9" [419.05 cm]

TO GLIDE
HOOK
13'-11 1/4" [424.82 cm]

TO TOP OF

PLATE ON
COLUMN
35'-0" [1066.80 cm]

FINISHED
GRADE
11'-6" [350.52 cm]
TYP

FRONT ELEVATION VIEW
5192
19'-6 1/2" [595.63 cm]
19'-6 1/2" [595.64 cm]
Cudahy Park Renovation Project, Project # PRE-001 Document Control 664 of 1214 Page 694 of 1692 PAGE 8
8'-0" [243.84 cm]

CENTER OF

SWING TOP BAR
19'-6 1/2" [595.63 cm]
3'-0" [91.44 cm]
13'-11 1/4" [424.82 cm]

TO TOP OF

PLATE ON
COLUMN
13'-9" [419.05 cm]

TO GLIDE
HOOK
1'-0" [30.48 cm]
11'-6" [350.52 cm]
TYP
34'-6" [1051.56 cm]
46'-6" [1417.32 cm]

FRONT ELEVATION VIEW
5193

FINISHED
GRADE
3'-0" [91.44 cm]
13'-9" [419.05 cm]

TO GLIDE
HOOK
13'-11 1/4" [424.82 cm]

TO TOP OF PLATE

ON COLUMN
1'-0" [30.48 cm]
8'-0" [243.84 cm]

CENTER OF

SWING TOP BAR
19'-6 1/2" [595.64 cm]
11'-6" [350.52 cm]
TYP
46'-0" [1402.08 cm]
58'-0" [1767.84 cm]

FRONT ELEVATION VIEW
5194
Cudahy Park Renovation Project, Project # PRE-001 Document Control 665 of 1214 Page 695 of 1692 PAGE 9
16'-0" [487.72 cm]

SIDE ELEVATION VIEW

GROUND PLAN
5191

GROUND PLAN
5192
19'-6 1/2" [595.93 cm]
4'-0" [121.92 cm]
4'-0" [121.92 cm]
4'-6" DEEP
(2 REQ'D)
4'-0" [121.92 cm]
4'-0" [121.92 cm]
4'-6" DEEP
(3 REQ'D)
CONCRETE REQUIRED:

4.15 CUBIC YARDS
[3.17 CUBIC METERS]
CONCRETE REQUIRED:

6.22 CUBIC YARDS
[4.76 CUBIC METERS]
11'-6" [350.52 cm]
11'-6" [350.52 cm] 11'-6" [350.52 cm]
23'-0" [701.04 cm]
Cudahy Park Renovation Project, Project # PRE-001 Document Control 666 of 1214 Page 696 of 1692 PAGE 10
19'-6 1/2" [595.93 cm]
16'-0" [487.72 cm]

SIDE ELEVATION VIEW

GROUND PLAN
5193
CONCRETE REQUIRED:

8.30 CUBIC YARDS
[6.35 CUBIC METERS]
4'-0" [121.92 cm]
4'-0" [121.92 cm]
4'-6" DEEP
(4 REQ'D) 11'-6" [350.52 cm] 11'-6" [350.52 cm] 11'-6" [350.52 cm] 34'-6" [1051.56 cm]
4'-0" [121.92 cm]
4'-0" [121.92 cm]
11'-6" [350.52 cm] 11'-6" [350.52 cm] 11'-6" [350.52 cm] 11'-6" [350.52 cm] 46'-0" [1402.08 cm]

GROUND PLAN
5194
CONCRETE REQUIRED:

10.37 CUBIC YARDS
[7.94 CUBIC METERS]
4'-6" DEEP
(5 REQ'D)
Cudahy Park Renovation Project, Project # PRE-001 Document Control 667 of 1214 Page 697 of 1692 PAGE 11
STAGE 1
STAGE 2
6 4
9 11
2 11
7 9
12

6 5
10 8 11
10 8
11 12
7 3

INSTALLED DURING
STAGE 1

INSTALLED DURING
STAGE 1

Cudahy Park Renovation Project, Project # PRE-001 Document Control 668 of 1214 Page 698 of 1692 PAGE 12
8'-0" [243.84 cm]

CENTER OF TOPRAIL

A B C B A
12'- 9/16" [367.18 cm]

SEE CHART

FINISHED SURFACE

TOPRAIL DIMENSIONS
DIM A 2'-1" [63.50 cm]
DIM B 1'-11 1/2" [59.69 cm]
DIM C 2'-10 3/8" [87.31 cm]
5191 SHOWN (5192 AND 5193 SIMILAR)

WITH OPTIONAL ENCLOSED TOT

SEAT PACKAGES (NOT INCLUDED)

DIMENSION FROM UNDERSIDE OF SEAT TO PROTECTIVE SURFACING STANDARD MIN. MAX.

MEASURED WHEN OCCUPIED BY MAXIMUM USERS

DIMENSIONS FROM

END OF TOPRAIL
Cudahy Park Renovation Project, Project # PRE-001 Document Control 669 of 1214 Page 699 of 1692 PAGE 13

TOPRAIL DIMENSIONS
DIM A 2'-5 11/16" [75.41 cm]
DIM B 2'-0" [60.96 cm]
DIM C 2'-0" [60.96 cm]

MEASURED WHEN OCCUPIED BY MAXIMUM USERS
5191 SHOWN (5192 AND 5193 SIMILAR)

WITH OPTIONAL ENCLOSED TOT

SEAT PACKAGES (NOT INCLUDED)

FINISHED SURFACE

SEE CHART

A B C B A

DIMENSIONS FROM

END OF TOPRAIL
12'- 9/16" [367.18 cm]
8'-0" [243.84 cm]

CENTER OF TOPRAIL

DIMENSION FROM UNDERSIDE OF SEAT TO PROTECTIVE SURFACING STANDARD MIN. MAX.

CANADIAN BELT & NEXGEN SEAT - 300mm [11.81"]
ENCLOSED TOT SEAT - 600mm [23.62"] N/A
ASTM BELT & NEXGEN SEAT - 12" [305mm]
ENCLOSED TOT SEAT - 24" [610mm] N/A
BS EN 350mm [13.77"] N/A
CPSC BELT & NEXGEN SEAT - 12" [305mm]
ENCLOSED TOT SEAT - 24" [610mm] N/A
Cudahy Park Renovation Project, Project # PRE-001 Document Control 670 of 1214 Page 700 of 1692 PAGE 14
11'-5 13/16" [350.10 cm]
23'-10 13/16" [728.50 cm]
15'-4 1/4" [468.00 cm]
R6'-0" [R182.88 cm]
TYP
16'-6" [502.92 cm]
15'-10" [482.60 cm]
13'-4 7/8" [408.62 cm]
23'-8 9/16" [722.79 cm]
5'-10 7/8" [180.02 cm]
R5'-10 7/8" [R180.02 cm]
TYP
5191
5191 (CSA ONLY)

NO ENCROACHMENT ZONES

SHOWN W/ DASHED LINES
NOTE:

1. OWNER/OPERATOR SHALL INSTALL AND MAINTAIN PROTECTIVE SURFACING WITHIN THE USE ZONE (U.S.) OR PROTECTIVE SURFAZING ZONE (CANADA) OF ALL PLAY EQUIPMENT TO COMPLY WITH ASTM F-1292 AND ASTM F-1487 (U.S.) OR CAN/CSA-Z-614 (CANADA).

2. SOLID OUTSIDE BORDER REPRESENTS MINIMUM REQUIRED ASTM USE ZONE AND CSA PROTECTIVE SURFACING ZONE FOR SWING FRAME SHOWN.

3. DASHED LINES REPRESENT CSA NO ENCROACHMENT ZONE (CANADA ONLY).

Cudahy Park Renovation Project, Project # PRE-001 Document Control 671 of 1214 Page 701 of 1692 PAGE 15
22'-11 5/8" [700.20 cm]
35'-4 5/8" [1078.55 cm]
15'-4 1/4" [468.00 cm]
R6'-0" [R182.88 cm]
TYP
16'-6" [502.92 cm]
5192
27'-3 13/16" [832.64 cm]
13'-4 7/8" [408.62 cm]
5'-10 7/8" [180.02 cm]
R5'-10 7/8" [R180.02 cm]
TYP
35'-2 3/8" [1072.83 cm]

NO ENCROACHMENT ZONES
5192 (CSA ONLY) SHOWN W/ DASHED LINES
NOTE:

2. SOLID OUTSIDE BORDER REPRESENTS MINIMUM REQUIRED ASTM USE ZONE AND CSA PROTECTIVE SURFACING ZONE FOR SWING FRAME SHOWN.

3. DASHED LINES REPRESENT CSA NO ENCROACHMENT ZONE (CANADA ONLY).

Cudahy Park Renovation Project, Project # PRE-001 Document Control 672 of 1214 Page 702 of 1692 PAGE 16
34'-5 7/16" [1050.30 cm]
46'-10 7/16" [1428.59 cm]
15'-4 1/4" [468.00 cm]
R6'-0" [R182.88 cm]
TYP
16'-6" [502.92 cm]
5193
46'-8 3/16" [1422.88 cm]
38'-9 5/8" [1182.69 cm]
5'-10 7/8" [180.02 cm]
13'-4 7/8" [408.62 cm]
R5'-10 7/8"
[R180.02 cm]
TYP
NOTE:

2. SOLID OUTSIDE BORDER REPRESENTS MINIMUM REQUIRED ASTM USE ZONE AND CSA PROTECTIVE SURFACING ZONE FOR SWING FRAME SHOWN.

3. DASHED LINES REPRESENT CSA NO ENCROACHMENT ZONE (CANADA ONLY).

NO ENCROACHMENT ZONES
SHOWN W/ DASHED LINES 5193 (CSA ONLY)
Cudahy Park Renovation Project, Project # PRE-001 Document Control 673 of 1214 Page 703 of 1692 PAGE 17
16'-6" [502.92 cm]
15'-4 1/4" [468.00 cm]
58'-4 11/16" [1779.73 cm]
45'-11 13/16" [1401.58 cm]
R6'-0" [R182.88 cm]
TYP
50'-3 13/16" [1533.66 cm]
58'-2 7/16" [1774.01 cm]
13'-4 7/8" [408.62 cm]
5'-10 7/8" [180.02 cm]
R5'-10 7/8"
[R180.02 cm]
TYP
NOTE:

2. SOLID OUTSIDE BORDER REPRESENTS MINIMUM REQUIRED ASTM USE ZONE AND CSA PROTECTIVE SURFACING ZONE FOR SWING FRAME SHOWN.

3. DASHED LINES REPRESENT CSA NO ENCROACHMENT ZONE (CANADA ONLY). 5194 (CSA ONLY)
5194

NO ENCROACHMENT ZONES

SHOWN W/ DASHED LINES
Cudahy Park Renovation Project, Project # PRE-001 Document Control 674 of 1214 Page 704 of 1692 PAGE 18
Parts List
REF DESCRIPTION 5191 5192 5193 5194 PART NUMBER
1 FABRIC 0001 FRSW23516G
1 FABRIC 0010 FRSW3516G
1 FABRIC 0100 FRSW46516G
1 FABRIC 1000 FRSW5816G
2 COLUMN WELD ASSEMBLY - 1 SOCKET 2222 PSA-5034XX
3 COLUMN WELD ASSEMBLY - 2 SOCKET 3210 PSA-5025XX
4 END CROWN WELD ASSEMBLY - 3 SOCKET 2222 AFB-34708XX
5 MID CROWN WELD ASSEMBLY - 4 SOCKET 3210 AFB-34709XX
6 RIDGE POLE - 126 5/8" 321 4 FAB-311155XX
7 RAFTER WELD ASSEMBLY - 108 3/4" 4444 AFB-34710XX
8 RAFTER WELD ASSEMBLY - 84 3/4" 6420 AFB-34711XX
9 STRUT WELD ASSEMBLY - 42 3/8" 4444 AFB-34712XX
10 STRUT WELD ASSEMBLY - 33 1/8" 6420 AFB-34713XX
11 GLIDE EXTENSION 864 10 GTMTA25592XX
12 SWING TOP BAR WELD ASSEMBLY 4321 AFB-34715XX
13 5" SWING HANGER 84 12 16 1487
14 CABLE - 87' 0001 CA-5-87F
14 CABLE - 110' 0010 CA-5-110F
14 CABLE - 135' 0100 CA-5-135F
14 CABLE - 158' 1000 CA-5-158F
15 CABLE CLAMP 4444 HWM0325
16 1/4" x 1" SELF TAPPING TORX w/PATCH 8 12 16 20 HWS0021 17 3/8" x 1 1/4" SELF TAPPING TORX w/PATCH 12 20 28 36 HWS0081 18 1/2" x 3/4" ALLEN SCREW 84 12 16 HWS0016
19 1/2" x 1 3/4" HEX HEAD BOLT 8 12 16 20 HWB0021
20 1/2" x 2" B.H.C.S. 12 18 24 30 HWS0342
21 1/2" FLATWASHER 40 60 80 100 HWWR0022
22 1/2" NYLOCK NUT 20 30 40 50 HWN0025
23 T-45 BIT 1111 HWM0132
24 12 OZ. AEROSOL CAN TOUCH UP PAINT 1111 TouchUpMetal
* Included in Hardware
Warning: During Installation, Hardware And Small Parts Are Choking Hazards For Young Children. Store Unused Parts Appropriately Until Assembly Is Completed.

Once Assembly Is Completed, Remove Any Unused Parts From The Play Environment And Dispose/Save Them In A Secure Location.

Unless Otherwise Specified, All Units of Measure are Each Note: Peen Tee-Nuts and Flatwashers to match radius of pipe after assembly is complete.

Note: Loctite (supplied by others) should be used on any non-patch hardware.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 675 of 1214 Page 705 of 1692 PAGE 19

INSTALLATION INSTRUCTIONS
5191
NOTE: THIS INSTALLATION BOOKLET SHOULD BE KEPT IN CUSTOMER'S FILE FOR FUTURE REFERENCE.

NOTE: Do not overtighten bolts. To overtighten may cause buckling or dimpling of some parts.

NOTE: Read installation instructions thoroughly before starting assembly. Pour concrete only after final assembly is complete.

Bracing material may be required during assembly.

NOTE: Do not tighten any nuts, bolts, rods, etc. until the unit is completely assembled.

NOTE: Assembly and leveling time will be greatly reduced if a transit is used to set location and depth of ground holes.

NOTE: Due to extremes in weather and soil conditions, hole sizes may have to be increased to meet local conditions NOTE: Installation of the shade must be done after the playground has been installed, and concrete has cured approximately 48 hrs. (Refer to Detail 893 for footing requirements of columns that support shade).

STEP 1: Attach all Glide Extensions onto Rafters first using Detail 956. Run Glide hook to top position.

REFER TO STAGE 1 VIEW ON PAGE 7 FOR STEP 2 TO STEP 8.

STEP 2: Attach End Crown Weld Assembly to 1 Socket Column using Detail 894.

STEP 3: Loosely attach Rafter to End Crown Weld Assembly using Detail 896. Tape for security.

STEP 4: Attach Strut to Rafter and End Crown Weld Assembly using Detail 895.

STEP 5: Loosely attach adjacent Rafter to End Crown Weld Assembly using Detail 896. Tape for security.

STEP 6: Attach adjacent Strut to adjacent Rafter and End Crown Weld Assembly using Detail 895.

STEP 7: Insert Ridge Pole into End Crown Weld Assembly using Detail 896. Tape for security.

STEP 8: Attach Swing Top Bar Weld Assembly to 1 Socket Column using Detail 898.

REFER TO STAGE 1 VIEW ON PAGE 7 FOR STEP 9 TO STEP 14.

STEP 9: Attach 1 Socket Column to other end of Step 8 Swing Top Bar Weld Assembly using Detail 898.

STEP 10: Attach End Crown Weld Assembly to 1 Socket Column using Detail 894 and other end of Step 7 Ridge Pole using Detail 896. Tape for security.

STEP 11: Loosely attach Rafter to End Crown Weld Assembly using Detail 896. Tape for security.

STEP 12: Attach Strut to Rafter and End Crown Weld Assembly using Detail 895.

STEP 13: Loosely attach adjacent Rafter to End Crown Weld Assembly using Detail 896. Tape for security.

STEP 14: Attach adjacent Strut to adjacent Rafter and End Crown Weld Assembly using Detail 895.

STEP 15: Remove tape and secure all overhead Rafters and Ridge Poles with Self Tapping Screws per Detail 896 and 897.

NOTE: FOLLOWING STEPS TO BE COMPLETED AFTER CONCRETE HAS CURED APPROXIMATELY 48 HOURS.

STEP 16: Identify the top of the fabric. The logo will be on the bottom.

STEP 17: Starting at any corner (Detail 958) thread the steel cable through the jump-out hole under loop at the edge of the shade fabric until it comes out the end of the sleeve at the next corner. Continue threading cable through sleeve all the way around the shade fabric until the entire shade fabric has been encircled. Cable will exit through jump-out hole on same corner it was started.

Leave a loop of approximately 9 inches at each non-tensioning corner.

STEP 18: Spread the shade fabric over the frame securing two opposite corners to the Glide Extension Hook. NOTE: The Steel Cable must always pass under the Glide Extension Hook.

STEP 19: It may be necessary to flap the loose corners up and down to stretch the shade fabric so that it fits over the Glide Extension Hook.

Cudahy Park Renovation Project, Project # PRE-001 Document Control 676 of 1214 Page 706 of 1692 PAGE 20
NOTE: THIS INSTALLATION BOOKLET SHOULD BE KEPT IN CUSTOMER'S FILE FOR FUTURE REFERENCE.

NOTE: Do not overtighten bolts. To overtighten may cause buckling or dimpling of some parts.

NOTE: Read installation instructions thoroughly before starting assembly. Pour concrete only after final assembly is complete.

Bracing material may be required during assembly.

NOTE: Do not tighten any nuts, bolts, rods, etc. until the unit is completely assembled.

NOTE: Assembly and leveling time will be greatly reduced if a transit is used to set location and depth of ground holes.

STEP 1: Attach all Glide Extensions onto Rafters first using Detail 956. Run Glide hook to top position.

REFER TO STAGE 1 VIEW ON PAGE 7 FOR STEP 2 TO STEP 8.

STEP 2: Attach End Crown Weld Assembly to 1 Socket Column using Detail 894.

STEP 3: Loosely attach Rafter to End Crown Weld Assembly using Detail 896. Tape for security.

STEP 4: Attach Strut to Rafter and End Crown Weld Assembly using Detail 895.

STEP 5: Loosely attach adjacent Rafter to End Crown Weld Assembly using Detail 896. Tape for security.

STEP 6: Attach adjacent Strut to adjacent Rafter and End Crown Weld Assembly using Detail 895.

STEP 7: Insert Ridge Pole into End Crown Weld Assembly using Detail 896. Tape for security.

STEP 8: Attach Swing Top Bar Weld Assembly to 1 Socket Column using Detail 898.

REFER TO STAGE 2 VIEW ON PAGE 7 FOR STEP 9 TO STEP 16.

STEP 9: Attach 2 Socket Column to other end of Step 8 Swing Top Bar Weld Assembly using Detail 898.

STEP 10: Attach Mid Crown Weld Assembly to 2 Socket Column using Detail 894 and other end of Step 7 Ridge Pole using Detail 897. Tape for security.

STEP 11: Loosely attach Rafter to Mid Crown Weld Assembly using Detail 897. Tape for security.

STEP 12: Attach Strut to Rafter and Mid Crown Weld Assembly using Detail 895.

STEP 13: Loosely attach opposite side Rafter to Mid Crown Weld Assembly using Detail 897. Tape for security.

STEP 14: Attach opposite side Strut to opposite side Rafter and Mid Crown Weld Assembly using Detail 895.

STEP 15: Insert Ridge Pole into Mid Crown Weld Assembly using Detail 897. Tape for security.

STEP 16: Attach Swing Top Bar Weld Assembly to 2 Socket Column using Detail 898.

REFER TO STAGE 1 VIEW ON PAGE 7 FOR STEP 17 TO STEP 22.

STEP 17: Attach 1 Socket Column to other end of Step 16 Swing Top Bar Weld Assembly using Detail 898.

STEP 18: Attach End Crown Weld Assembly to 1 Socket Column using Detail 894 and other end of Step 15 Ridge Pole using Detail 896. Tape for security.

STEP 19: Loosely attach Rafter to End Crown Weld Assembly using Detail 896. Tape for security.

STEP 20: Attach Strut to Rafter and End Crown Weld Assembly using Detail 895.

STEP 21: Loosely attach adjacent Rafter to End Crown Weld Assembly using Detail 896. Tape for security.

CONTINUED ON NEXT PAGE

INSTALLATION INSTRUCTIONS
5192
Cudahy Park Renovation Project, Project # PRE-001 Document Control 677 of 1214 Page 707 of 1692 PAGE 21
STEP 22: Attach adjacent Strut to adjacent Rafter and End Crown Weld Assembly using Detail 895.

STEP 23: Remove tape and secure all overhead Rafters and Ridge Poles with Self Tapping Screws per Detail 896 and 897.

NOTE: FOLLOWING STEPS TO BE COMPLETED AFTER CONCRETE HAS CURED APPROXIMATELY 48 HOURS.

STEP 24: Identify the top of the fabric. The logo will be on the bottom.

STEP 25: Starting at any corner (Detail 958) thread the steel cable through the jump-out hole under loop at the edge of the shade fabric until it comes out the end of the sleeve at the next corner. Continue threading cable through sleeve all the way around the shade fabric until the entire shade fabric has been encircled. Cable will exit through jump-out hole on same corner it was started.

Leave a loop of approximately 9 inches at each non-tensioning corner.

STEP 26: Spread the shade fabric over the frame securing two opposite corners to the Glide Extension Hook. NOTE: The Steel Cable must always pass under the Glide Extension Hook.

STEP 27: It may be necessary to flap the loose corners up and down to stretch the shade fabric so that it fits over the Glide Extension Hook.

INSTALLATION INSTRUCTIONS
5192 CONTINUED
Cudahy Park Renovation Project, Project # PRE-001 Document Control 678 of 1214 Page 708 of 1692 PAGE 22

INSTALLATION INSTRUCTIONS
5193
NOTE: THIS INSTALLATION BOOKLET SHOULD BE KEPT IN CUSTOMER'S FILE FOR FUTURE REFERENCE.