Agenda — Cudahy City Council, March 3, 2026 (part 5 of 7)

FEATURE

PRODUCT
REF. PRODUCT QTY
W009 TOUCH N' GO HARD-WIRED 3
WMM-600 MAINTENANCE MIN. DRAIN 125 GPM FLOW RATE EA 3

ACTIVATOR CONTROL SCHEDULE

FROM (INPUT
CHANNEL) TO # CONDUCTORS
1:01 W009 #1 3 (3/4" CONDUIT)
1:02 W009 #2 3 (3/4" CONDUIT)1:03 W009 #3 3 (3/4" CONDUIT) TYPE
DATE
- -
DWG
NO
SHEET
Water Odyssey™ by Fountain People, Inc. ~ PO Box 807 ~ San Marcos, Texas 78667-0807 Phone (512) 392-1155 ~ Fax (512) 392-1154 ~ www.waterodyssey.com VER. OPT. REV. 04 20 24 W81074 1 A PD 1 2 of 2
PLAN
SALES
PIPE
CUDAHY PARK OPTION 1

PIPING DIAGRAM
SCALE - 3/32"=1'
0 2 4 8
@ 11" x 17"
4850 SQ FT
FEATURE CONTROL SCHEDULE (MANIFOLD #1)
VALVE VALVE SIZE FEATURE REF. FEATURE QTY PIPE SIZE GPM PSI OUTPUT CHANNEL ACTIVATOR V01 1" Std ) $48$63+(5($48$ 63287 1 1" 12 2 2:01 :

V02 1" Std : DUET JET - MINI SERIES 4' THROW 1 1" 6 3 2:02 V03 1 1/2" Std :),$& -JC :),$&-JC 8' HIGH 2 1 1/2" 32 12.5 2:03 W009 #1
V04 1 1/2" Std :),$& -JC :),$&-JC 8' HIGH 2 1 1/2" 32 12.5 2:04V05 1 1/2" Std :),$& -JC :),$&-JC 8' HIGH 2 1 1/2" 32 12.5 2:05V06 1" Std :),$& -CJ :),$&-CJ 8' HIGH 2 1" 17 14 2:06 V07 1" Std :),$& -CJ :),$&-CJ 8' HIGH 2 1" 17 14 2:07V08 1 1/2" Std :& MISSION HILL SHOWER 3 1 1/2" 30 8 2:08 V09 1" Std &

SNOOT SHOOTER 20' THROW 1 1" 18 20 3:01
:

V10 1" Std &

SNOOT SHOOTER 20' THROW 1 1" 18 20 3:02
V11 1" Std ) $48$63+(5( $48$635$<(5 1 1" 15 4 3:03 V12 1" Std : DUET JET - MINI SERIES 4' THROW 1 1" 6 3 3:04 TOTAL FLOW 235
FEATURE CONTROL SCHEDULE (MANIFOLD #2)
VALVE VALVE SIZE FEATURE REF. FEATURE QTY PIPE SIZE GPM PSI OUTPUT CHANNEL ACTIVATOR V13 1" Std & TRIPLE DUMP 1 1" 15 6 3:05 :
V14 1" Std :& WATER WORM 1 HEAD, 2 ARCHES, 1 TAIL 1 1" 15 2-3 3:06 : V15 1 1/2" Std & SPIN FLOWER 1 1 1/2" 30 15 3:07 : V16 1" Std & SPLIT PEA 1 1" 12 3 3:08
:

V17 1" Std &

TRIPLE BIT 6' THROW 1 1" 18 3 4:01
V18 1" Std ) +$/)63+(5( $48$63287 1 1" 5 3 4:02
V19 1 1/2" Std : WATER FLOWER 1' HIGH - 2' SPREAD 2 1 1/2" 20 1 4:03 V20 1" Std : WATER WEB 8' SPREAD 1 1" 16 2 4:04
V21 1" Std ) +$/)63+(5( $48$63287 2 1" 10 3 4:05 V22 1" Std :
WATER WEAVE 4' HIGH - 8' SPREAD 1 1" 14 2 4:06
V23 1" Std : WATER FLOWER 1' HIGH - 2' SPREA 1 1" 10 1 4:07 V24 1" Std : WATER WICKETS 4 ARCHES 1 1" 15 20 4:08 :
TOTAL FLOW 180

POWER SUPPLY
120V,1Ø,60HZ
16 AMPS

BY OTHERS
“REFER TO ELECTRICAL

SCHEMATICS AND PROGRAMMING

SHEET FOR WIRING

CONNECTIONS TO BE MADE TO

TAGGED SOLENOID VALVE
ASSEMBLIES”

TO CONTROLLER
DSC-8-32

SEQUENCING

CONTROLLERWALL MOUNTED

DETAIL A
SHOWN AT 4X SCALE
V01 V02 V03 V04 V05 V06 V07 V08 V09 V10 V11 V12 V13 V14 V15 V16 V17 V18 V19 V20 V21 V22 V23 V24

WATER SUPPLY

FROM RECIRC SYSTEM
235 GPM

WATER SUPPLY

FROM RECIRC SYSTEM
180 GPM
MANIFOLD #1
DM-04000
-12-BR-WM
MANIFOLD #2
DM-04000
-12-BR-WM
Cudahy Park Renovation Project, Project # PRE-001 Document Control 1051 of 1214

Page 1081 of 1692 ends

DESCRIPTION INFORMATION
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8.3 OUTDOOR FITNESS

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Cudahy Park Renovation Project, Project # PRE-001 Document Control 1082 of 1214

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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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Cudahy Park Renovation Project, Project # PRE-001 Document Control 1089 of 1214 Page 1119 of 1692 Last Updated 4.26.22
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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Cudahy Park Renovation Project, Project # PRE-001 Document Control 1090 of 1214 Page 1120 of 1692 Last Updated 4.26.22
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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Cudahy Park Renovation Project, Project # PRE-001 Document Control 1091 of 1214 Page 1121 of 1692 Last Updated 4.26.22
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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Cudahy Park Renovation Project, Project # PRE-001 Document Control 1092 of 1214 Page 1122 of 1692 Last Updated 4.26.22

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 1094 of 1214 Page 1124 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 1097 of 1214 Page 1127 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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Cudahy Park Renovation Project, Project # PRE-001 Document Control 1098 of 1214 Page 1128 of 1692 Last Updated 3.8.2022
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 1099 of 1214 Page 1129 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
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Cudahy Park Renovation Project, Project # PRE-001 Document Control 1100 of 1214 Page 1130 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 1101 of 1214 Page 1131 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 1108 of 1214 Page 1138 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 1109 of 1214 Page 1139 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 1110 of 1214 Page 1140 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
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Cudahy Park Renovation Project, Project # PRE-001 Document Control 1111 of 1214 Page 1141 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 1112 of 1214 Page 1142 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 1113 of 1214 Page 1143 of 1692

WARRANTY
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Freenotes Harmony Park | 544 Chestnut Street | Chattanooga, TN | 37402 | 833.262.1569 Cudahy Park Renovation Project, Project # PRE-001 Document Control 1114 of 1214 Page 1144 of 1692 Cudahy Park Renovation Project, Project # PRE-001 Document Control 1115 of 1214

8.4 SKATEPARK
SEE PLAN NO. SK1.0 TO SK9.1 FOR DETAIL INFORMATION

Page 1145 of 1692 ends

Cudahy Park Renovation Project, Project # PRE-001 Document Control 1116 of 1214

CANTILEVERED CURVED GRIND OUT LEDGE

CURVED SLAPPY CURB QUARTERPIPE EXTENSION QUARTERPIPE ROLLOVER

RAINBOW RAIL ROUND SLAPPY GRIND RAIL

INSET SLAPPY MANUAL PAD

LA HIGH WALL QUARTERPIPE EXTENSION

ROLL-IN QUARTERPIPE ROLL-IN

ROLLOVER

CURVED QUARTERPIPE

EXTENSION

ROLL-IN
3D PERSPECTIVE

ROLL-IN

ROLL-IN CITY OF CUDAHY

PARK AND RECREATION DEPARTMENT
5220 SANTA ANA STREET CUDAHY, CA. 90201
323-773-5143 CITY OF CUDAHY

CUDAHY PARK RENOVATION PROJECT
13141 CROSSROADS PARKWAY NORTH, SUITE 405
INDUSTRY, CALIFORNIA 91746
(562) 908-6200 COMPREHENSIVE

INNOVATIVE
TRUSTED Know what's below. Call before you dig.
® PLAN NO. 100% SUBMITTAL - PROGRESS DRAWINGS SK1.0

Page 1146 of 1692 ends

Cudahy Park Renovation Project, Project # PRE-001 Document Control 1117 of 1214

8.5 PICNIC SHADE SHELTER

Page 1147 of 1692 ends

R
A Division of PORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424 (616) 888-3500 GENERAL:
2022 CALIFORNIA BUILDING CODE
RISK CATEGORY: II
DEAD LOAD:

ROOF DEAD LOAD: 6 PSF
FRAME DEAD LOAD: SELF WEIGHT
LIVE LOAD:

ROOF LIVE LOAD: 20 PSF
SNOW DESIGN DATA:

GROUND SNOW LOAD (Pg): 0 PSF
FLAT ROOF SNOW LOAD (Pf): 0 PSF
SNOW EXPOSURE FACTOR (Ce): 1.0
SNOW LOAD IMPORTANCE FACTOR (Is): 1.0
THERMAL FACTOR (Ct): 1.2
ROOF SLOPE FACTOR (Cs): 1.0
DRIFT SURCHARGE LOAD (Pd): 0 PSF
WIDTH OF SNOW DRIFT (w): 0 FT
MINIMUM HORIZONTAL SEPARATION DISTANCE (s): 20 FT
WIND DESIGN DATA:

BASIC WIND SPEED (V): 95 MPH
ALLOWABLE STRESS DESIGN WIND SPEED (Vasd): 74 MPH
GUST EFFECT FACTOR (G): 0.85
INTERNAL PRESSURE COEFFICIENT (GCpi): 0
WIND EXPOSURE: C

SEISMIC DESIGN DATA:

STEEL ORDINARY CANTILEVER

COLUMN SYSTEMS
SEISMIC IMPORTANCE FACTOR (Ie): 1.0
SEISMIC DESIGN CATEGORY: D
SEISMIC SITE CLASS: D DEFAULT
SHORT SPECTRAL RESPONSE (Ss): 1.75
1-SEC SPECTRAL RESPONSE (S1): 0.63
DESIGN SHORT SPECTRAL RESPONSE (SDS): 1.40
DESIGN 1-SEC SPECTRAL RESPONSE (SD1): 1.06
SEISMIC RESPONSE COEFFICIENT (Cs): 1.12
RESPONSE MODIFICATION COEFFICIENT (R): 1.25

EQUIVALENT LATERAL FORCE PROCEDURE

SEE CALCULATIONS FOR ADDITIONAL DATA
ADDITIONAL CRITERIA:

NONE
R
MAIN: (616) 888-3500
by PORTER CORP
WWW.POLIGON.COM
FIELD SUPPORT: (616) 888-3504
A653
AWS CERTIFIED WELDING FABRICATOR #221003F
GENERAL NOTES:

1. UNLESS NOTED OTHERWISE, THIS STRUCTURE WAS DESIGNED TO ONLY SUPPORT WHAT IS SHOWN ON THESE DRAWINGS. POLIGON MUST BE CONTACTED IF ANYTHING ELSE IS TO BE ATTACHED TO THIS STRUCTURE (WALLS, COLUMN WRAPS, RAILINGS, ETC.) SO THE DESIGN OF THIS STRUCTURE CAN BE REVIEWED AND POSSIBLY REVISED.

2. THE ENGINEERING SEAL FOR THE STRUCTURE DETAILED IN THESE DRAWINGS IS ONLY VALID IF PORTER CORP DESIGNS AND FABRICATES THE STEEL COMPONENTS.

FABRICATING THE STEEL COMPONENTS ELSEWHERE VOIDS THE ENGINEERING PROVIDED BY PORTER CORP.

3. UNLESS NOTED OTHERWISE, THIS STRUCTURE WAS DESIGNED ASSUMING A 20'

SEPARATION BETWEEN ANY ADJACENT STRUCTURE WITH AN EAVE HEIGHT EQUAL TO OR GREATER THAN THE EAVE HEIGHT OF THIS STRUCTURE (SEE SNOW DESIGN DATA). IF THAT SEPARATION DOES NOT EXIST AND THE GROUND SNOW LOAD (Pg) IS GREATER THAN 0

PSF, POLIGON MUST BE CONTACTED SO THE DESIGN OF THIS STRUCTURE CAN BE REVIEWED AND POSSIBLY REVISED.

4. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE

WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION MANUAL REFERENCED IN THE GOVERNING BUILDING CODE.

5. ALL WELDING IS PERFORMED BY AMERICAN WELDING SOCIETY (AWS) CERTIFIED WELDERS AND CONFORMS TO AWS D1.1 OR D1.3 AS REQUIRED.

6. PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION. REFER TO THE

SHIPPING BILL OF MATERIALS AND FINAL INSTALLATION INSTRUCTIONS INCLUDED WITH THE STRUCTURE FOR POSSIBLE SUBSTITUTIONS AND IMPROVEMENTS.

7. FOR PROPER FIELD INSTALLATION OF THE BUILDING IT IS RECOMMENDED THAT THE PRIMARY FRAME INSTALLER AND THE ROOF INSTALLER HAVE A MINIMUM FIVE (5) YEARS DOCUMENTED EXPERIENCE INSTALLING THIS TYPE OF PRODUCT.

8. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL

SUPERVISE AND DIRECT THE WORK, AND SHALL BE SOLELY RESPONSIBLE FOR

CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING BRACING, SHORING, LAYDOWN AND PROTECTION OF CONSTRUCTION MATERIALS, ETC.

TEMPORARY SHORING AND BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

9. FOR PROPER FIELD INSTALLATION OF THE BUILDING IT IS RECOMMENDED THAT ELECTRIC

WIRING, IF REQUIRED, BE RUN THROUGH THE STRUCTURAL MEMBERS BEFORE THE BUILDING IS ERECTED.

10. MAKING HOLES, CUTS OR MODIFICATIONS TO THE STRUCTURAL STEEL MEMBERS IS NOT PERMITTED IN THE FIELD WITHOUT SPECIFIC APPROVAL OF POLIGON.

CERTIFICATES:

MIAMI-DADE COUNTY CERTIFICATE OF COMPETENCY NO. 23-0915.11 PCI (POWDER COATING INSTITUTE) 4000 CERTIFIED
FABRICATOR APPROVALS:

CITY OF PHOENIX, AZ APPROVED FABRICATOR #C08-2010
CITY OF LOS ANGELES, CA APPROVED FABRICATOR #FB01596
CITY OF RIVERSIDE, CA APPROVED FABRICATOR #SF_000042
CITY OF HOUSTON, TX APPROVED FABRICATOR #470
CLARK COUNTY, NV APPROVED FABRICATOR #264
STATE OF UTAH APPROVED FABRICATOR 02008-14
AISC APPROVED FABRICATOR C-00024530

ANCHOR BOLTS
MATERIALS:

DESCRIPTION

TUBE STEEL

SCHEDULE PIPE

RMT PIPE

LIGHT GAGE COLD FORMED

STRUCTURAL STEEL PLATE

ROOF PANELS (STEEL)
SEE SHEET 2.1

ASTM DESIGNATION
A500 (GRADE C)
A53 (GRADE B)
A519
A1003 (GRADE 50)
A36
DESIGN CRITERIA:
1:56
CS
PROJECT:

PROJECT LOCATION:

COVER SHEET
CAD MODEL:

SHEET
DRAWING:

CUDAHY, CA
PROJECT NAME:

PROJECT LOCATION:

DRAWING LIST:

BUILDING TYPE:
6/11/2024
STANDING SEAM (24 GA) OVER STAINED T & G
CREATION DATE:

ROOF TYPE:
79581

CUDAHY PARK HEX
A
PORTER CORP AS WELL AS THE FOUNDATION DESIGN, IF APPLICABLE.

ORDER NO:
11/15/2016

CUDAHY PARK HEX
~P19496
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

ORDER NUMBER: 79581
HXE 16

CUDAHY, CA
MANUFACTURER NOTES:
2024C
BUILDING NUMBER: P19496

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING

COMPONENTS DETAILED WITHIN THESE DRAWINGS AND SUPPLIED BY nathan.kellicut

SHEET NUMBER DRAWING DESCRIPTION

CS COVER SHEET
1 ARCHITECTURAL ELEVATIONS
2-2.1 ANCHOR AND FOOTING LAYOUT / DETAILS
3 STRUCTURAL FRAMING PLAN
4-4.1 FRAME CONNECTION DETAILS
5 ELECTRICAL VIEWS N/A
6-6.2 ROOF LAYOUT
7-7.2 ROOF CONNECTION DETAILS
Cudahy Park Renovation Project, Project # PRE-001 Document Control 1118 of 1214 Page 1148 of 1692 R
MAIN: (616) 888-3500
by PORTER CORP
WWW.POLIGON.COM
FIELD SUPPORT: (616) 888-3504
10'-9 11/16"
REF.
7'-6
"
CLEAR
6"
SHEET 1
PROJECT:

PROJECT LOCATION:

ARCHITECTURAL ELEVATIONS
CAD MODEL: DRAWING:

CUDAHY PARK HEX
CUDAHY, CA 79581
ORDER NO:

A
CREATION DATE:
11/15/2016
1:52
6/11/2024
~P19496
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO

BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS.
nathan.kellicut
13'-10 3/8"
REF.
16'- 1/8"
REF.

FINISH GRADE
(ASSUMED AT CONSTANT

ELEVATION UNLESS

OTHERWISE NOTED)

FINISH GRADE
(ASSUMED AT CONSTANT

ELEVATION UNLESS

OTHERWISE NOTED)
Cudahy Park Renovation Project, Project # PRE-001 Document Control 1119 of 1214 Page 1149 of 1692 R
MAIN: (616) 888-3500
by PORTER CORP
WWW.POLIGON.COM
FIELD SUPPORT: (616) 888-3504
1 ANCHOR BOLT PATTERN
2 BASE PLATE THICKNESS: 3/4"
SHEET 2 1
13'-8 1/2"
6'-10 1/4"
6'-10 3/16"
TYP.

60.00°
TYP.

SHEET 2
PROJECT:

PROJECT LOCATION:

ANCHOR AND FOOTING LAYOUT
CAD MODEL: DRAWING:

CUDAHY PARK HEX
CUDAHY, CA 79581
ORDER NO:

A
CREATION DATE:
11/15/2016
1:32
6/11/2024
~P19496
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING

COMPONENTS DETAILED WITHIN THESE DRAWINGS AND SUPPLIED BY PORTER CORP AS WELL AS THE FOUNDATION DESIGN, IF APPLICABLE.

ANCHOR AND FOOTING LAYOUT NOTES:

1.ANCHORS MUST BE CENTERED IN

FOOTINGS

2. FOOTINGS MUST BE TURNED TO ALIGN

WITH COLUMN AND TRUSS
CENTERLINE.
nathan.kellicut
4 1/2"
TYP.
9"
TYP.
1'-0
"
SQ.
1 1/8" THRU

ELECTRICAL ACCESS HOLE
4X 1" THRU

ANCHOR BOLT HOLE
Cudahy Park Renovation Project, Project # PRE-001 Document Control 1120 of 1214 Page 1150 of 1692 R
MAIN: (616) 888-3500
by PORTER CORP
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FIELD SUPPORT: (616) 888-3504

1. FOUNDATIONS SHALL BEAR ON COMPETENT, UNDISTURBED SOIL OR 95% COMPACTED FILL.

IF SIGNS OF ORGANIC MATERIAL, UNCONTROLLED FILL, CLAY OR SILT, HIGH WATER TABLE

OR OTHER POSSIBLE DETRIMENTAL CONDITIONS ARE FOUND, CONSTRUCTION OF THE FOUNDATIONS MUST BE STOPPED AND A GEOTECHNICAL ENGINEER BE CONTACTED.

THE FOUNDATION DESIGN SHOWN ON THESE DRAWINGS IS NOT SITE SPECIFIC, BUT 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.

FOUNDATION NOTES:

2. NO FOUNDATIONS SHALL BE PLACED INTO OR ADJACENT TO SUBGRADE CONTAINING WATER, ICE, FROST, ORGANIC OR LOOSE MATERIAL.

3. WATER SHALL NOT BE PERMITTED TO ACCUMULATE IN FOUNDATION EXCAVATIONS.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCAL FROST DEPTH REQUIREMENT PRIOR TO CONSTRUCTION.

5. IF FOUNDATIONS SHOWN DO NOT MEET LOCAL FROST DEPTH REQUIREMENTS, EXTEND THE

DRILLED PIER FOUNDATION AS REQUIRED, EXTENDING THE VERTICAL BARS AND PROVIDING ADDITIONAL TIES TO MEET SPACING REQUIREMENTS AS SHOWN. IF FROST DEPTH

REQUIREMENTS ARE NOT MET, AND NO DRILLED PIER DESIGN IS PROVIDED, CONTACT POLIGON.

6. ALLOWABLE SOIL PRESSURES (AS APPLICABLE):
(TYPICAL WITH EACH COLUMN, QTY OF REINFORCING AND ANCHOR BOLTS ENSURE 3" CLEAR DISTANCE BETWEEN

EDGE OF REINFORCING AND EDGE OF

CONCRETE FOOTING (TOP, SIDE, AND BOTTOM)

MINIMUM
SEE SHEET 1
COLUMN
(LOCATED AT CENTER OF FOOTING)

FINISHED GRADE
(ASSUMED AT CONSTANT ELEVATION

UNLESS OTHERWISE NOTED)

TOP OF CONCRETE FOOTING

PIER FOOTING OPTION (EXTERNAL ANCHOR BOLTS)
2 TIES IN THE TOP 5"
(4) PLACES
(ENSURE 4

EXPOSED FROM TOP

OF FOOTING)
Ø

ANCHOR BOLT
(4) PLACES

EMBEDMENT FROM TOP

OF FOOTING TO TOP OF

HEAD/THREADED NUT)

NON-SHRINK GROUT UNDER
BASEPLATE (1-1/2" MAXIMUM)
+1/2"
-0"
Ø

OPTIONAL SLAB &

EXPANSION MATERIAL

NOT BY MANUFACTURER

EXPANSION MATERIAL ON ALL SIDES OF COLUMN
FOOTING DESIGN BY MANUFACTURER, FOOTING MATERIALS BY OTHERS.

SPECIFIED IN NOTES REFLECT SITE SPECIFIC REQUIREMENTS)
7'-6" (9) #7 VERTICAL BARS (EQ. SPACED)
#4 HORIZONTAL TIES AT 5.25" O.C. WITH
(2) 3/4" NUT
(2) 3/4" WASHER
3/4" X 15.75" LONG
(11" EFFECTIVE
3'-0"
ANCHOR RODS TO BE ASTM F1554 GRADE 55 TYPE S1 WITH "UNC" CLASS 2A THREADS, HEAVY HEX NUTS AND STANDARD CUT WASHERS, CONCRETE NOTES:

1. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE CURRENT “ACI MANUAL OF CONCRETE PRACTICE”.

2. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150 TYPE II OR TYPE V.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE CONCRETE MIX DESIGN MEETS THE "ACI MANUAL OF CONCRETE PRACTICE" REQUIREMENTS FOR CONCRETE BY EXPOSURE CLASS.

4. THE USE OF CHLORIDE ACCELERATORS IS NOT PERMITTED.

5. COARSE AGGREGATE SHALL BE #57 OR LARGER.

6. CONCRETE AT PLACEMENT SHALL HAVE A SLUMP OF 4" +/- 1".

7. MINIMUM CONCRETE COMPRESSIVE STRENTGH AT 28 DAYS: 4500 PSI.

8. REINFORCING STEEL SHALL BE DEFORMED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A615 (DEFORMATIONS SHALL BE IN ACCORDANCE WITH ASTM A305) AS FOLLOWS:

GRADE 60: #4 BARS AND LARGER
GRADE 40: #3 BARS

9. PRIOR TO PLACING OF CONCRETE, REINFORCING STEEL AND EMBEDDED ITEMS SHALL BE WELL SECURED IN POSITION.

10. MAINTAIN 3" CONCRETE COVERAGE TO FACE OF BARS UNLESS OTHERWISE NOTED.

11. BARS SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR BOND. BENDS SHALL BE MADE COLD.

12. WELDING OF REINFORCEMENT IS NOT ALLOWED.

SHEET

2.1 PROJECT:

PROJECT LOCATION:

ANCHOR AND FOOTING DETAILS
CAD MODEL: DRAWING:

CUDAHY PARK HEX
CUDAHY, CA 79581
ORDER NO:

A
CREATION DATE:
11/15/2016
1:12
6/11/2024
~P19496
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO BUILDING

COMPONENTS DETAILED WITHIN THESE DRAWINGS AND SUPPLIED BY PORTER CORP AS WELL AS THE FOUNDATION DESIGN, IF APPLICABLE. nathan.kellicut
ANCHOR BOLT NOTES - EXTERNAL (ANCHOR BOLTS LOCATED OUTSIDE COLUMN):

1. UNLESS
OTHERWISE NOTED.

2. ANCHOR BOLTS SHALL BE EITHER "HEADED" OR "THREADED WITH NUT" AS DEFINED IN THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL.

3. HOOKED ANCHOR BOLTS ARE NOT ACCEPTABLE.

4. ACCURATE ANCHOR BOLT PLACEMENT IS CRITICAL. TO ENSURE THE ANCHOR BOLT LAYOUT MEETS THE DIMENSIONS REQUIRED ON THE DRAWINGS, SURVEY (OR MEASURE) THE LOCATION OF ALL ANCHOR BOLTS PRIOR TO POURING THE FOOTINGS. AN ADDITIONAL SURVEY (OR MEASUREMENT) SHOULD BE MADE AFTER THE FOOTINGS ARE POURED TO CONFIRM THE ANCHOR BOLTS DID NOT SHIFT DURING THE CONCRETE POUR.

5. THE MANUFACTURER STRONGLY RECOMMENDS USING ANCHOR BOLT TEMPLATES BECAUSE THEY SIGNIFICANTLY IMPROVE THE ACCURACY OF ANCHOR BOLT PLACEMENT. AN ANCHOR BOLT TEMPLATE IS PROVIDED WITH ANY ANCHOR BOLT KIT PURCHASED.

6. IF OUTSIDE CONSULTING ENGINEERS ARE DESIGNING THE FOUNDATIONS FOR THIS STRUCTURE, THEY MUST REFER TO THE MANUFACTURER'S CALCULATIONS FOR MINIMUM CONCRETE PROPERTIES (COMPRESSIVE STRENGTH, EDGE DISTANCE, ETC.) REQUIRED FOR THE ANCHOR BOLT DESIGN.

7. ELECTRICAL ACCESS HOLE IS ALWAYS LOCATED IN THE COLUMN BASE PLATE AS SHOWN. TEMPLATE MUST BE REMOVED BEFORE INSTALLING COLUMNS.

8. GROUT UNDER BASEPLATES SHALL BE NON-METALLIC, NON-SHRINK GROUT WITH MINIMUM f'c=6500 PSI.

9. THE CALCULATIONS FOR THIS STRUCTURE ASSUME A FIXED COLUMN BASE.

THE FOLLOWING ADHESIVE ANCHORS MAY BE SUBSTITUTED FOR THE CAST-IN-PLACE ANCHOR BOLTS:
-HILTI HIT-HY 200 (A OR R) V3 ADHESIVE WITH Ø 3/4" HAS-E ROD WITH 11" EFFECTIVE EMBEDMENT.

CONTRACTOR SHALL FOLLOW ALL INSTALLATION SPECIFICATIONS AND REQUIREMENTS OF ANCHOR MANUFACTURER.

10. 13. ALL EXPOSED EXTERNAL CORNER OF FOUNDATIONS TO BE CHAMFERED BY 3/4" BY 45 DEGREES UNLESS NOTED OTHERWISE.

14. ALL NEW CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OF REMOVING FORMWORK. CURING SHALL BE EITHER A MOIST CURE METHOD OR THE USE OF A CURING COMPOUND.

DRILLED PIER
VERTICAL BEARING 1500 PSF
LATERAL BEARING 100 PSF/FT
Cudahy Park Renovation Project, Project # PRE-001 Document Control 1121 of 1214 Page 1151 of 1692 R
MAIN: (616) 888-3500
by PORTER CORP
WWW.POLIGON.COM
FIELD SUPPORT: (616) 888-3504
10'-4 3/16"
6"
SHEET 4
K-100
SHEET 4
T-100
SHEET 4.1
G-100
7'-6
"
CLEAR
6"
SHEET 3
PROJECT:

PROJECT LOCATION:

STRUCTURAL FRAMING PLAN
CAD MODEL: DRAWING:

CUDAHY PARK HEX
CUDAHY, CA 79581
ORDER NO:

A
CREATION DATE:
11/15/2016
1:52
6/11/2024
~P19496
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO

BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS.
nathan.kellicut
ITEM QTY. PART NO. DESCRIPTION MATERIAL WEIGHT
4 1 - HEX C-RING ASM 3/8" PLATE 29.12
3 6 - T-MEM ASM HSS5"X3"X1/8" 44.89
2 6 - TRUSS ASM HSS6"X4"X1/8" 58.52
1 6 - COLUMN ASM HSS6"X6"X3/16" 153.85

FINISH GRADE
(ASSUMED AT CONSTANT

ELEVATION UNLESS

OTHERWISE NOTED)
1 3
2 4

FINISH GRADE
(ASSUMED AT CONSTANT

ELEVATION UNLESS

OTHERWISE NOTED)
Cudahy Park Renovation Project, Project # PRE-001 Document Control 1122 of 1214 Page 1152 of 1692 120.00°+
-
30°
30°
STEP TWO:

AFTER SNUG TIGHT,

MATCH MARK PLATE
TO MEET AISC REQUIREMENTS.

TURN-OF-NUT PRETENSIONING METHOD:

THESE STEPS ILLUSTRATE THE

REQUIREMENTS OUTLINED IN THE AISC
SPECIFICATION. THE ROTATION

INDICATED IS ACCURATE FOR MOST

BOLT DIAMETERS AND LENGTHS BUT IT IS

THE RESPONSIBILITY OF THE INSTALLER

THEN TURN BOLT/NUT PAST
SNUG TIGHT 1/3 TURN
STEP ONE:

COLUMN CONNECTIONS K-100
R
MAIN: (616) 888-3500
by PORTER CORP
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FIELD SUPPORT: (616) 888-3504
COMPRESSION MEMBER CONNECTION T-100

10. TEMPORARY SHORING OR BRACING SHALL BE USED TO COMPACT THE JOINTS UNTIL THE CONNECTED PLIES ARE IN FIRM CONTACT PRIOR TO PRETENSIONING.

SHEET
4 PROJECT:

PROJECT LOCATION:

FRAME CONNECTION DETAILS
CAD MODEL: DRAWING:

CUDAHY PARK HEX
CUDAHY, CA 79581
ORDER NO:

A
CREATION DATE:
11/15/2016
1:4
6/11/2024
~P19496
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO

BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS.
nathan.kellicut
NOTE:

SEE UC-100 FOR U-CLIP INSTALLATION
CONNECTION NOTES:

1. HIGH STRENGTH BOLTS SHALL BE ASTM F3125 (A325, TYPE 1) MATERIAL.

2. HIGH STRENGTH NUTS SHALL BE ASTM A563 (GRADE DH) MATERIAL.

3. HIGH STRENGTH WASHERS SHALL CONFORM TO ASTM F436.

4. UNLESS A SNUG-TIGHT JOINT IS PERMITTED IN THE CONNECTION DETAIL, ALL BOLTS ARE TO

BE INSTALLED BY ONE OF THE FOLLOWING PRETENSIONING METHODS AS SPECIFIED IN THE AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS", SECTION 8:

A. TURN-OF-NUT PRETENSIONING
B. CALIBRATED WRENCH PRETENSIONING

5. THE SNUG-TIGHT CONDITION IS THE TIGHTNESS THAT IS ATTAINED WITH A FEW IMPACTS OF

AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH TO BRING THE CONNECTED PLIES INTO FIRM CONTACT.

6. ANCHOR BOLTS NEED NOT BE TIGHTENED PAST SNUG-TIGHT.

7. WHEN INSTALLING BOLTS REFER TO SECTIONS 8.4.1, 8.4.2, AND 8.4.3 OF THE "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS" FOR GUIDANCE.

8. LOCAL JURISDICTIONS MAY REQUIRE AN INSPECTOR TO BE PRESENT TO WITNESS HARDWARE INSTALLATION AND INDEPENDENT TESTING. INSPECTION REQUIREMENTS SHOULD BE VERIFIED BY INSTALLER PRIOR TO STEEL ERECTION.

9. ERECTION OF THE FRAMING MEMBERS WILL REQUIRE THE MAIN COLUMNS TO BE PLUMB

SQUARE AND TIGHTENED TO THE TRUSSES AND/OR TENSION MEMBERS BEFORE INSTALLING THE PURLINS. PURLINS, IF REQUIRED, MUST BE AS SHOWN IN FRAMING PLAN.

11. PRIOR TO THE ERECTION OF SHELTER COMPONENTS, IT IS RECOMMENDED TO CHASE AND TAP STRUCTURAL HARDWARE.

12. ALL BOLTS MUST BE LUBRICATED WITH WAX TO ASSIST IN PROPER TIGHTENING. TO LUBRICATE A BOLT IN THE FIELD, APPLY THE WAX STICK DOWN THE LENGTH OF THE BOLT’S THREADS.

13. TO PREVENT RUST STAINING OF FINISH, ALL METAL SHAVINGS MUST BE REMOVED AFTER INSTALLATION. ENSURE NO SHAVING ARE TRAPPED BETWEEN MATING SURFACES.

14. TOUCH-UP PAINT MUST BE APPLIED TO ALL EXPOSED FASTENERS. PERIODIC TOUCH-UP AT THESE CONNECTIONS IS REQUIRED.

TENSION MEMBER

TENSION MEMBER
TRUSS
BOLT, HEX, 5/8-11x1-1/2
(2) PLCS EACH CONNECTION
3/8" PLATE 3/8" PLATE
3/8" PLATE
TRUSS TAIL (HSS4"X4"X1/8")

WELDED TO COLUMN
NUT, HEX, 5/8-11 A563
(2) PLCS EACH CONNECTION
COLUMN
TRUSS

COMPRESSION
RING
BOLT, HEX, 5/8-11x1-3/4 A325
(2) PLCS EACH CONNECTION
3/8" PLATE
Cudahy Park Renovation Project, Project # PRE-001 Document Control 1123 of 1214 Page 1153 of 1692

U-CLIP SHOULD NOT IF TUBE HAS DRAIN HOLES
NEAR TUBE END, ATTACH U-CLIP REST ON WELD SEAM SO HOLES FACE UP. PRIOR TO BUILDING ASSEMBLY.

INSIDE FACE
U-CLIP

OUTSIDE FACE

OF TENSION MEMBER
12-24 X 1 1/2" ONE STEP SCREW
(1P2905)
12" O.C. BOTH SIDES

OF TENSION MEMBER

REMOVE METAL SHAVINGS
UC-100
NOTE:

U-CLIP MUST BE ATTACHED TO

TENSION MEMBER AS SHOWN

U-CLIP CONNECTION
R
MAIN: (616) 888-3500
by PORTER CORP
WWW.POLIGON.COM
FIELD SUPPORT: (616) 888-3504
COLUMN GUSSET DETAIL G-100
SHEET

4.1 PROJECT:

PROJECT LOCATION:

FRAME CONNECTION DETAILS
CAD MODEL: DRAWING:

CUDAHY PARK HEX
CUDAHY, CA 79581
ORDER NO:

A
CREATION DATE:
11/15/2016
1:4
6/11/2024
~P19496
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO

BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS.
nathan.kellicut
1/4" PLATE
(4) PLACES
COLUMN
Cudahy Park Renovation Project, Project # PRE-001 Document Control 1124 of 1214 Page 1154 of 1692 R
MAIN: (616) 888-3500
by PORTER CORP
WWW.POLIGON.COM
FIELD SUPPORT: (616) 888-3504
SHEET 7
TGSS-100
SHEET 7
TGSS-300
SHEET 7.1
TGSS-601
SHEET 7.1
TGSS-800
SHEET 7.2
TGSS-900
SHEET 6
PROJECT:

PROJECT LOCATION:

ROOF OVERVIEW
CAD MODEL: DRAWING:

CUDAHY PARK HEX
CUDAHY, CA 79581
ORDER NO:

A
CREATION DATE:
11/15/2016
1:28
6/11/2024
~P19496
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO

6. FOR BEST APPEARANCE POLIGON SUGGESTS THAT
ALL END JOINTS BE MITERED @ 45°
TONGUE & GROOVE NOTES:

1. THE FIRST PLANK SHOULD BE INSTALLED PLUMB, STRAIGHT, AND ACCURATELY TO THE ADJACENT WORK. MAKE SURE PLANKS EXTEND ENOUGH TO COVER EAVE, TRUSSES, AND/OR THE CENTER OF THE PEAK.

2. THE T&G PROVIDED MAY CONTAIN SOME MINOR IMPERFECTIONS.

REMOVE THESE IMPERFECTIONS AS REQUIRED AND USE REMAINDER OF MATERIAL TO ATTAIN MAXIMUM YIELD.

3. NO END JOINTS IN DECKING BETWEEN STRUCTURAL FRAMING AND EAVE OF DECKING.

4. A MINIMUM OF 24" SPACING IS REQUIRED BETWEEN ALL ADJACENT END JOINTS. BOARD LAYOUT MAY REQUIRE VISIBLE SPLICES.

5. IF PRE-STAINED T&G IS ORDERED, TOUCH-UP AT FIELD CUT EDGES MAY BE NECESSARY.

POLIGON RECOMMENDS ALL T&G BE STAINED/SEALED TO IMPROVE LONG TERM PERFORMANCE.
12"
5"
4 1/4"
7'-2 1/16"
SHEET

6.1 PROJECT:

PROJECT LOCATION:

ROOF LAYOUT
CAD MODEL: DRAWING:

CUDAHY PARK HEX
CUDAHY, CA 79581
ORDER NO:

A
CREATION DATE:
11/15/2016
1:28
6/11/2024
~P19496
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO

BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS.
nathan.kellicut

TENSION MEMBER

COMPRESSION
RING

CEDAR FASCIA

TONGUE & GROOVE ROOF
7'-2 1/16"
8'-1 9/16"
7'-7 3/4"
Cudahy Park Renovation Project, Project # PRE-001 Document Control 1126 of 1214 Page 1156 of 1692 R
MAIN: (616) 888-3500
by PORTER CORP
WWW.POLIGON.COM
FIELD SUPPORT: (616) 888-3504
7 13/16"
12 "
5"
SHEET

6.2 PROJECT:

PROJECT LOCATION:

ROOF LAYOUT
CAD MODEL: DRAWING:

CUDAHY PARK HEX
CUDAHY, CA 79581
ORDER NO:

A
CREATION DATE:
11/15/2016
1:28
6/11/2024
~P19496
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO

BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS.
nathan.kellicut
STANDING SEAM INSTALLATION NOTES:

1. THE DETAILS SHOWN ARE SUGGESTIONS OR GUIDELINES ON HOW TO ERECT THE SYSTEMS. THE INFORMATION SHOWN IS ACCURATE, BUT IT

IS NOT INTENDED TO COVER ALL INSTANCES, BUILDING
REQUIREMENTS, DESIGNS OR CODES. THE DETAILS MAY REQUIRE CHANGES OR REVISIONS DUE TO FIELD CONDITIONS.

2. IT SHALL BE THE RESPONSIBILITY OF THE ERECTOR TO ENSURE THAT THE

DETAILS MEET PARTICULAR BUILDING REQUIREMENTS AND TO
ASSURE ADEQUATE WATER TIGHTNESS.

3. THE ERECTOR SHOULD THOROUGHLY FAMILIARIZE HIMSELF/HERSELF WITH ALL ERECTION INSTRUCTIONS BEFORE STARTING WORK.

4. THE PANELS SHOULD BE INSTALLED PLUMB, STRAIGHT, AND
ACCURATELY TO THE ADJACENT WORK.

5. FLASHING AND TRIM SHALL BE INSTALLED TRUE, AND IN PROPER

ALIGNMENT, WITH ANY EXPOSED FASTENERS EQUALLY SPACED FOR THE BEST APPEARANCE.

6. SEALANT SHALL BE FIELD APPLIED ON DRY, CLEAN SURFACES. SOME

FIELD CUTTING AND FITTING OF PANELS AND FLASHING IS TO BE

EXPECTED BY THE ERECTOR AND MINOR FIELD CORRECTIONS ARE A PART OF NORMAL ERECTION WORK.

7. WORKMANSHIP SHALL BE OF THE BEST INDUSTRY STANDARDS AND

INSTALLATION SHALL BE PERFORMED BY EXPERIENCED METAL
CRAFTSMEN.

8. METAL SHAVINGS FROM DRILLING OR INSTALLATION OF ROOF

FASTENERS MUST BE CAREFULLY REMOVED FROM THE ROOF BY

BRUSHING OR SWEEPING AT THE END OF EACH DAY DURING
INSTALLATION. SHAVINGS LEFT ON THE ROOF WILL QUICKLY RUST AND STAIN THE ROOF FINISH.

STANDING SEAM PANELS
NEED TO BE FIELD CUT TO LENGTH.

STANDING SEAM PANELS

MUST BE INSTALLED LEFT TO RIGHT
7'-11 5/16"
7'-5 7/16"
8'-5 5/16"

CEDAR FASCIA TENSION MEMBER

COMPRESSION
RING
STANDING SEAM ROOF (24 GA)

TONGUE & GROOVE ROOF
2"
7'-5 7/16"
Cudahy Park Renovation Project, Project # PRE-001 Document Control 1127 of 1214 Page 1157 of 1692 R
MAIN: (616) 888-3500
by PORTER CORP
WWW.POLIGON.COM
FIELD SUPPORT: (616) 888-3504
#12-14x3/4" SELF DRILLING SCREW
#9x1" WOODGRIP SCREW
PART DESCTIPTIONS:
1/8" POP RIVET
1" GALVANIZED

ROOFING NAIL
(NOT BY POLIGON)
#6 x 2" GALV. COATED

DECK SCREW
#12-24x2.75 TRAXX/4 SCREW
APPLY 3/4 LBS. (165 NAILS) OF NAILS PER 100 SQ. FT.
2022A
NOTE:

WHEN NAILING DOWN FELT TO THE T&G DECKING
EVENLY DISPERSED. (NAILS NOT BY POLIGON)
TGSS-100
(ALONG TOP AND BOTTOM OF OFFSET CLEAT)

BUTYL TAPE
(2) EACH CLIP

HEAD WOODGRIP SCREW
#10 X 1" PANCAKE
(36" O.C. UP ROOF)
(3" FROM EAVE)

ROOF CLIP

T&G DECKING
30# FELT (2) PER BOARD
TRAXX/4 SCREW
#12-24 X 2 3/4"

TENSION MEMBER
(24" O.C.)

DECK SCREW
#6 X 2" GALV. COATED
(STAGGERED 24" O.C.)

DECK SCREW
#6 X 2" GALV. COATED
2" x 3" NAILER
1" X 4" CEDAR FASCIA

METAL EAVE FASCIA
(WRAP CEDAR FASCIA)

STARTER LAYER OF FELT

OFFSET CLEAT
STANDING SEAM PANEL (24 GA.)
(12" O.C.)

HEAD WOODGRIP SCREW
#10 X 1" PANCAKE

METAL EAVE FASCIA

SLIDE AROUND PANEL

FIELD BEND PANEL

EAVE DETAIL
APPLY 3/4 LBS. (165 NAILS) OF NAILS PER 100 SQ. FT.
2023A
NOTE:

WHEN NAILING DOWN FELT TO THE T&G DECKING
EVENLY DISPERSED. (NAILS NOT BY POLIGON)

C-CLOSURE
TRUSS DETAIL TGSS-300
#12-24 X 2 3/4" TRAXX/4 SCREW
(2) PER BOARD

T&G DECKING
TRUSS
STANDING SEAM PANEL (24 GA.)

HIP CAP
#9 X 1" WOODGRIP SCREW
(EACH SIDE OF RIB)
30# FELT
(WRAP OVER HIP)
#12-14 X 3/4" SELF

DRILLING SCREW
(12" O.C.)

HIP CAP
(6" OVERLAP)

BUTYL TAPE
(ALONG TOP, BOTTOM & ENDS OF C-CLOSURE)
(CUT TO FIT BETWEEN RIBS)
SHEET
7 PROJECT:

PROJECT LOCATION:

ROOF CONNECTION DETAILS
CAD MODEL: DRAWING:

CUDAHY PARK HEX
CUDAHY, CA 79581
ORDER NO:

A
CREATION DATE:
11/15/2016
NTS
6/11/2024
~P19496
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO

BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS.
nathan.kellicut
Cudahy Park Renovation Project, Project # PRE-001 Document Control 1128 of 1214 Page 1158 of 1692 R
MAIN: (616) 888-3500
by PORTER CORP
WWW.POLIGON.COM
FIELD SUPPORT: (616) 888-3504
APPLY 3/4 LBS. (165 NAILS) OF NAILS PER 100 SQ. FT.
2022A
NOTE:

WHEN NAILING DOWN FELT TO THE T&G DECKING
EVENLY DISPERSED. (NAILS NOT BY POLIGON)

HIP CAP
ROOF PEAK DETAIL TGSS-800

C-CLOSURE
STANDING SEAM PANEL (24 GA.)
(EACH CORNER OF ROOF PEAK CAP)
#12-14 X 3/4" SELF DRILLING SCREW ROOF PEAK CAP

T&G DECKING
EVENLY DISPERSED. (NAILS NOT BY POLIGON)
NOTE:

WHEN NAILING DOWN FELT TO THE T&G DECKING
APPLY 3/4 LBS. (165 NAILS) OF NAILS PER 100 SQ. FT.
2022A MID SPAN DETAIL
(36" O.C. SPACING)

ROOF CLIP

WOODGRIP SCREWS
(2) #10 X 1" PANCAKE HEAD

ROOF CLIP
30# FELT
STANDING SEAM PANEL (24 GA.)

T&G DECKING
TGSS-601
SHEET

7.1 PROJECT:

PROJECT LOCATION:

ROOF CONNECTION DETAILS
CAD MODEL: DRAWING:

CUDAHY PARK HEX
CUDAHY, CA 79581
ORDER NO:

A
CREATION DATE:
11/15/2016
NTS
6/11/2024
~P19496
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO

BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS.
nathan.kellicut
Cudahy Park Renovation Project, Project # PRE-001 Document Control 1129 of 1214 Page 1159 of 1692 R
MAIN: (616) 888-3500
by PORTER CORP
WWW.POLIGON.COM
FIELD SUPPORT: (616) 888-3504
EVENLY DISPERSED. (NAILS NOT BY POLIGON)
NOTE:

WHEN NAILING DOWN FELT TO THE T&G DECKING
APPLY 3/4 LBS. (165 NAILS) OF NAILS PER 100 SQ. FT.
2022A CORNER DETAIL

C-CLOSURE

DOWN TO COVER OPENING

CUT AND BEND HIP CAP

METAL EAVE FASCIA

HIP CAP

METAL EAVE FASCIA
STANDING SEAM PANEL (24 GA.)

T&G DECKING
TGSS-900
2022A

HEM STANDING SEAM
-STANDING SEAM PANELS COME PRE-NOTCHED FROM THE FACTORY -PANELS MUST BE INSTALLED FROM LEFT TO RIGHT (FEMALE LEG ON LEFT, MALE LEG ON THE RIGHT -HEM TOOL NOT PROVIDED AS PART OF THE ROOF KIT

HEM DETAIL SS HEM

HEM TOOL

SLIDE OVER PANEL
STANDING SEAM PANEL (24 GA.)

FINISHED HEM

PANEL OVER OFFSET CLEAT
SHEET

7.2 PROJECT:

PROJECT LOCATION:

ROOF CONNECTION DETAILS
CAD MODEL: DRAWING:

CUDAHY PARK HEX
CUDAHY, CA 79581
ORDER NO:

A
CREATION DATE:
11/15/2016
NTS
6/11/2024
~P19496
PRINT DATE:

REV LEVEL: SCALE:

DRAWN BY:

IF THESE DRAWINGS ARE SEALED, THE SEAL APPLIES ONLY TO

BUILDING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS.
nathan.kellicut
Cudahy Park Renovation Project, Project # PRE-001 Document Control 1130 of 1214 Page 1160 of 1692 Cudahy Park Renovation Project, Project # PRE-001 Document Control 1131 of 1214 R
A Division of PORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424 (616) 888-3500 GENERAL:
2022 CALIFORNIA BUILDING CODE
RISK CATEGORY: II
DEAD LOAD: