Addendum #1

FORESITE GROUP, LLC ADDENDUM #1

3740 Davinci Court, Suite 100 Peachtree Corners, Georgia 30092

P| 770.368.1399 F| 770.368.1944 gsbids@fg-inc.net

TO: All Plan Holders & Interested Parties FROM: Foresite Group LLC, Jason Weckerly - Project Manager PAGES: Three plus attachments DATE: September 2, 2021 SUBJECT: Bethesda and Holcomb Bridge Road Pavilion Repairs

BL079-21, Addendum #1

Attachments:

Plan Holder List Revised Bid Schedule Unit Prices Specification 01 2200 Exterior Lighting Specification 26 5600

Bethesda Park Pavilion Repairs -

Sheet S101 Foundation Plan Sheet S301 Structural Details Sheet E001 Electrical Legend, Symbols and General Notes Sheet E101 Electrical Power Plan Sheet E102 Electrical Lighting Plan

Holcomb Bridge Park Pavilion Repairs - Sheet S101 Foundation Plan Sheet S301 Structural Details

Statements:

1. The bid date has been extended to Thursday, September 9th at 2:50 pm.

2. Replace sheets and specifications in their entirety with the attachments listed above.

3. All expansion joints will need to be cleaned out and resealed

4. Pressure wash existing slab. Use a minimum of 2500 psi to thoroughly clean the surface. The surface should be thoroughly cleaned and left with a uniform appearance. No striping, circular pattern or any other pattern should be left due to the lack of equal pressure and distance used over every square inch.

5. All work associated with the Holcomb Bridge pavilion is to be an add alternate.

See attached Bid Schedule.

Questions/Answers:

1. Question: Could we have a detail for the new end condition for the existing standing roof to remain and the new wood beam flashing condition?

Answer: See attached detail on attached sheet S301.

2. Question: Do we need to adjust the quantities to get unit pricing for additional concrete (specifically for flat work)?

Answer: Yes. See attached Bid Schedule.

3. Question: Do you want the existing concrete slab pressure washed?

Answer: Yes. See note under “Statements” above.

4. Question: Will the existing playground remain opened?

Answer: Yes.

5. Question: Will you require a portable toilet for the construction workers?

Answer: No.

6. Question: Can you provide the extents of the construction fencing?

Answer: Fencing will go out the tree on playground side and extend as far as needed on the other side for materials. Minimum limits for the fencing are shown on the plans.

7. Question: What will be required for the existing expansion joints in the concrete slab? Some on the joints are wider than ½” in width.

Answer: Detail added to attached sheet S101.

8. Question: Who will remove the existing light fixtures and conduit attached to the beams to be demolished?

Answer: Gwinnett County will remove existing light fixtures only

9. Question: Could the designer provide an alternate spec to use post installed anchors for the base plates?

Answer: Detail added to attached sheet S301.

10. Question: To what depth does the existing piers/columns need to be demolished prior to covering with new concrete?

Answer: 4”. Note added to sheet S101.

11. Question: Can a facia/drip edge detail be provided?

Answer: Detail added to attached sheet S301.

12. Question: Should we add a composite board in between the drip edge and facia?

Answer: See detail added to attached sheet S301.

13. Question: Will the existing flashing be reused?

Answer: Yes. See detail added to attached sheet S301.

14. Question: Should 2’x6’ out lookers be added to the new beams?

Answer: See detail added to attached sheet S301.

ADDENDUM 1

Gwinnett County BL079-21 Bethesda & Holcomb Bridge Road Pavilion Repairs

# Date Added Email Address Contact First Name Contact Last Name Planholder - Company Phone Number

1 8/11/2021 Jeremy.Vanoy@gwinnettcounty.com Jeremy Vanoy Gwinnett County 770-822-8829

2 8/11/2021 Jake.Scarpone@gwinnettcounty.com Jake Scarpone Gwinnett County 770-822-8722

3 8/11/2021 Blake.Christopher@gwinnettcounty.com Blake Christopher Gwinnett County 770-822-8839

4 8/11/2021 marc@multiplexllc.com Marc Johnson Multiplex, LLC 678-317-2040

5 8/12/2021 jcauthen@lichtycommercial.com Josh Cauthen Lichty Commercial Construction, Inc. 706-331-9226

6 8/12/2021 Megan.Anderson@constructconnect.com Megan Anderson ConstructConnect 513-458-5793

7 8/16/2021 jwestbrook@fg-inc.net Jim Westbrook Foresite Group 770-368-1399

8 8/16/2021 Spencer.Mantalaba@construction.com Spencer Mantalaba Dodge Data & Analytics 413-285-2416

9 8/16/2021 MThurman@constructionjournal.com Maria Thurman Construction Journal 772-781-2144 | Ext 458

10 8/17/2021 rilconinc@gmail.com Bert Saunders Riley Contracting Inc. 229-881-4700

11 8/20/2021 kdobbs@amoconstructionllc.com Ken Dobbs AMO Construction LLC 678-985-7900

GWINNETT, GEORGIA Page 10R

BETHESDA AND HOLCOMB BRIDGE ROAD PAVILION REPAIRS BL079 – 21

COMPANY NAME _________________________________________________________

REVISED Bid Schedule

FAILURE TO RETURN THIS PAGE AS PART OF YOUR BID DOCUMENT

MAY RESULT IN REJECTION OF BID.

REVISED BID SCHEDULE

The Bidder has carefully examined and fully understands the Contract, Plans and Specifications and other Documents hereto attached, and has made a personal examination of the Site of the proposed Work, and has satisfied himself as to the actual conditions and requirements of the Work, and hereby proposes and agrees that if his bid is accepted, he will contract with Gwinnett County according to the Bidding Documents entitled Bethesda and Holcomb Bridge Road Pavilion Repairs and Addenda, as well as the existing conditions of the project, and conditions affecting the Work, the undersigned proposes to furnish all services, labor and materials required by them in accord with said documents and personal observations of the site conditions including the total sum for Unit Price Items 1 through 4 below, for the sum as follows:

$ , which sum is hereinafter called “Base Bid”.

The undersigned agrees to commence work within 10 days of the date of Notice to Proceed issued by Gwinnett County Purchasing Office and to commit adequate forces on-site to substantially complete all Work, including punch list items and clean-up, as determined by the County within 90 calendar days. Gwinnett County will charge the five hundred dollars and no cents ($500.00), per day for liquidated damages for every day beyond 90 calendar days that the Work is not complete.

UNIT PRICE SCHEDULE – BETHESDA PARK PAVILION

The stated unit price includes only the item listed in Section 01 2200, Unit Prices. The total cost amounts for the estimated quantity of the Unit Price items below shall be included in the Base Bid.

Payment for Unit Price items will be for actual in-place quantities. Unit price items below refer to work that may not be indicated in the drawings.

No. Item Unit Est. Qty. Unit Price Total

1. Furnish and Install Sod SF 2,000 __________ __________

2. Form and Pour Concrete Slab SF 1,000 __________ __________

3. Repair and Extend PVC Conduit LF 50 __________ ___________

4. Furnish and Install Silt Fence LF 200 __________ ___________

The undersigned represents that the unit prices listed above are complete as specified in Section 01 2200, Unit Prices, acknowledges that the quantities are not guaranteed, and agrees that payment will be for the actual in-place quantities installed per the plans or as directed by the owner’s representative.

Prices must be entered, for all the blanks in the schedule.

GWINNETT, GEORGIA Page 11R

BETHESDA AND HOLCOMB BRIDGE ROAD PAVILION REPAIRS BL079 – 21

COMPANY NAME _____________________________________________________

FAILURE TO RETURN THIS PAGE AS PART OF YOUR BID DOCUMENT MAY RESULT IN

REJECTION OF BID.

REVISED BID SCHEDULE CONTINUED

The quantity of unit price items will be verified by the County’s representative or geotechnical firm.

Should the total unit price amount be more or less than the unit price total in the Base Bid for these items, the contract shall be adjusted accordingly by a change order.

SCHEDULE OF ALTERNATES

ALTERNATE NO. 1: All work associated with the construction and improvements to the Holcomb Bridge Park pavilion.

Add ($ ) to Base Bid.

UNIT PRICE SCHEDULE – HOLCOMB BRIDGE PARK PAVILION

The stated unit price includes only the item listed in Section 01 2200, Unit Prices. The total cost amounts for the estimated quantity of the Unit Price items below shall be included in the Alternate Base Bid. Payment for Unit Price items will be for actual in-place quantities. Unit price items below refer to work that may not be indicated in the drawings.

No. Item Unit Est. Qty. Unit Price Total

1. Furnish and Install Sod SF 2,000 __________ __________

2. Form and Pour Concrete Slab SF 1,000 __________ __________

3. Furnish and Install Silt Fence LF 200 __________ ___________

The undersigned represents that the unit prices listed above are complete as specified in Section 01 2200, Unit Prices, acknowledges that the quantities are not guaranteed, and agrees that payment will be for the actual in-place quantities installed per the plans or as directed by the owner’s representative.

Prices must be entered, for all the blanks in the schedule.

The quantity of unit price items will be verified by the County’s representative or geotechnical firm.

Should the total unit price amount be more or less than the unit price total in the Base Bid for these items, the contract shall be adjusted accordingly by a change order.

The undersigned acknowledges receipt of the following addenda, listed by number and date as issued appearing on each:

Addendum No. Date Addendum No. Date

GWINNETT COUNTY, GEORGIA

BETHESDA AND HOLCOMB BRIDGE ROAD PAVILION REPAIRS BL079-21

Unit Prices 01 2200 - 1R

Section 01 2200R Unit Prices

Part 1 General

1.01 Scope

A. Section Includes:

1. Unit price work.

2. List of unit prices required.

3. Procedures for unit price work.

B. Related Sections

1. Applications for payment: As outlined in General Conditions and Bid Schedule

2. Procedures for modifications to the Contract: As outlined in General Conditions.

3. Procedures for utilization of testing and inspection: As outlined in Specifications.

4. Contract closeout procedures: As outlined in Specifications.

1.02 Unit Price List – Bethesda Park

A. Base Bid - Unit Price No. 1: Furnish and Install Sod.

1. Replacement of any landscaped areas that are disturbed and/or as directed by the County.

2. Purpose: To adjust the contract sum when actual quantity is determined.

3. Quantity to be included in contract sum: 2,000 SF.

4. Unit of measurement: Square Feet

5. Include only the following in the unit price: Installation of Sod in any areas disturbed due to construction activities, maintenance, and repair until 80% coverage, overhead and profit.

6. Include all other costs in the contract sum.

7. Method of measurement: Actual quantity placed and authorized by the County prior to start of work.

Unit Prices 01 2200 - 2R

B. Base Bid - Unit Price No. 2: Form and Pour Concrete Slab.

1. Construction of concrete slab as indicated on the drawings and/or as directed by the County.

2. Purpose: To adjust the contract sum when actual quantity is determined.

3. Quantity to be included in contract sum: 1,000 square feet at a depth of 4 inches minimum.

4. Unit of measurement: cubic yard at a depth of 4 inches minimum.

5. Include only the following in the unit price: Removal of additional concrete slab as directed by the County, hauling and disposal of material off site, laying down formwork to match the existing slab, 6x6 10/10 welded wire fabric, furnish and install concrete slab, maintenance and repair until final acceptance, overhead and profit.

prior to start of work.

C. Base Bid - Unit Price No. 3: Repair and Extend PVC Conduit.

1. Removal, replacement, and extension of PVC conduit as directed by the County.

2. Purpose: To adjust the contract sum when actual quantity is determined.

3. Quantity to be included in contract sum: 50 Linear Feet.

4. Unit of measurement: Linear Feet

5. Include only the following in the unit price: Excavation to electrical conduit, repair and extend PVC conduit, cost of providing sufficient and suitable fill material, to original level of rock removed, overhead and profit.

6. Include all other costs in the contract base bid.

7. Method of measurement: Measurement will be made and verified by the County for actual quantities as outlined in the Specifications.

D. Base Bid - Unit Price No. 4: Furnish and Install Silt Fence Type “C”.

1. Furnish and install silt fence as directed by the County’s representative.

2. Purpose: To adjust the contract sum when actual quantity is determined.

3. Quantity to be included in contract sum: 200 Linear Feet.

Unit Prices 01 2200 - 3R

4. Unit of measurement: Linear Feet.

5. Include only the following in the unit price: Material and installation of silt fence type sensitive, maintenance, repair, replacement, and removal of silt fence, overhead and profit for actual quantities as outlined in the Specifications.

1.03 Unit Price List – Holcomb Bridge Park

A. Base Bid - Unit Price No. 1: Furnish and Install Sod.

1. Replacement of any landscaped areas that are disturbed and/or as directed by the County.

2. Purpose: To adjust the contract sum when actual quantity is determined.

3. Quantity to be included in contract sum: 2,000 SF.

4. Unit of measurement: Square Feet

5. Include only the following in the unit price: Installation of Sod in any areas disturbed due to construction activities, maintenance, and repair until 80% coverage, overhead and profit.

prior to start of work.

B. Base Bid - Unit Price No. 2: Form and Pour Concrete Slab.

1. Construction of concrete slab as indicated on the drawings and/or as directed by the County.

2. Purpose: To adjust the contract sum when actual quantity is determined.

3. Quantity to be included in contract sum: 1,000 square feet at a depth of 4 inches minimum.

4. Unit of measurement: cubic yard at a depth of 4 inches minimum.

5. Include only the following in the unit price: Removal of additional concrete slab as directed by the County, hauling and disposal of material off site, laying down formwork to match the existing slab, 6x6 10/10 welded wire fabric, furnish and install concrete slab, maintenance and repair until final acceptance, overhead

Unit Prices 01 2200 - 4R and profit.

6. Include all other costs in the contract sum.

7. Method of measurement: Actual quantity placed and authorized by the County prior to start of work.

C. Base Bid - Unit Price No. 3: Furnish and Install Silt Fence Type “C”.

1. Furnish and install silt fence as directed by the County’s representative.

2. Purpose: To adjust the contract sum when actual quantity is determined.

3. Quantity to be included in contract sum: 200 Linear Feet.

4. Unit of measurement: Linear Feet.

5. Include only the following in the unit price: Material and installation of silt fence type sensitive, maintenance, repair, replacement, and removal of silt fence, overhead and profit for actual quantities as outlined in the Specifications.

1.04 Submittals

Supporting Data: With applications for payment covering unit price work submit substantiated measurement of quantity installed or executed.

A. Unit Prices

1. Indicate unit price for each item on bid form.

2. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit.

3. Quantities:

a. Include in the contract base bid an amount equal to the unit price times the estimated quantities.

b. Actual quantities will be determined by measurement, and the contract sum will be adjusted accordingly.

4. Accepted unit prices will be included in the agreement.

B. Procedures for Modifications to the Contract: Procedures for submitting and handling

Unit Prices 01 2200 - 5R modifications due to changes are specified elsewhere.

Part 2 Products (Not Used)

Part 3 Execution (Not Used)

END OF SECTION

BETHESDA AND HOLCOMB BRIDGE ROAD PAVILION REPAIRS BL079-21R

Exterior Lighting 26 5600 - 1R

Section 26 5600R Exterior Lighting

Part 1 General

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section provides general requirements for a complete and fully operational Exterior Lighting System including:

1. Exterior Luminaires

2. Accessories

3. Luminaire supports

4. LED Arrays

5. Controls

6. Standard Fixture Schedule

B. Related Sections:

1. Section 26 5100 "26 01 00 - Basic Electrical Requirements”.

2. Section 26 05 19 – “Cable, Wire, and Connectors 600V” for wire and cabling.

1.3 SYSTEM DESCRIPTION

A. LED Lighting Fixtures selected by owner and installed by contractor. Fixture placement or selection are not part of electrical drawing package. Provide complete luminaire to correspond with the features, accessories, number of LED’s, wattage and/or size specified by owner for each luminaire type. Additional features, accessories and options specified shall be included.

B. Luminaire voltage shall match the voltage of the circuit serving same.

1.4 DEFINITIONS

A. CCT: Correlated color temperature.

B. CRI: Color-rendering index.

C. LER: Luminaire efficacy rating.

D. Luminaire: Complete lighting fixture, LED arrays, including driver housing.

Exterior Lighting 26 5600 - 2R

1.5 SUBMITTALS

A. The authorized manufacturer’s representative for the Project area shall prepare Submittals for each luminaire type. In addition to the luminaire Submittals, a list shall be provided identifying the manufacturer representative for each luminaire type. Provide manufacturers’ names, addresses, and telephone numbers. Requests for prior approval shall also include this information. Submittals or requests for prior approval without this information will be rejected.

B. Product Data shall indicate that luminaire, LED arrays, and drivers fully comply with

Contract Documents. Data shall be submitted for each type of luminaire indicated, arranged in order of luminaire designation. For standard catalog luminaires provide original product catalog sheets indicating data on features, accessories, finishes, and the following:

1. Materials and dimensions of luminaires.

2. Photometric data (if required by owner), in IESNA format, based on certified results of laboratory tests of each luminaire type, outfitted with LED arrays, drivers and accessories identical to those indicated for the luminaire as applied in the Project.

a. Photometric data shall be certified by a qualified independent testing agency.

b. Foot-candle map including existing fixtures’ contributions

3. Low voltage transformers.

4. LED power supplies.

5. Types of LED’s, including manufacturer, wattage, and Color Rendering Index (CRI) and color temperature in degrees Kelvin (K).

6. Wireless controls: nodes, gateways, modems, and server.

C. Shop Drawings (if required by owner) shall:

1. Show details of nonstandard or custom luminaires.

2. Indicate dimensions, weights, method of field assembly, components, features, and accessories.

3. This Contractor shall provide the manufacturer with accurate field dimensions where required.

4. Include wiring diagrams, power and control wiring.

D. Wiring Diagrams shall detail wiring for luminaires and differentiate between manufacturer- installed and field-installed wiring.

E. Product Certificates shall be signed by manufacturers of luminaires certifying that products comply with requirements.

F. Maintenance Data shall be provided for luminaires and equipment to include in emergency, operation, and maintenance manuals Specified in Specifications Section describing Operations and Maintenance Data.

G. Field quality control test reports.

Exterior Lighting 26 5600 - 3R

H. Special Warranties Specified in this Section.

I. Review of luminaire submittals which indicate voltage, mounting condition, or quantities shall not be considered to be approval of said voltage, mounting condition, or quantities.

This Contractor shall field verify voltage and actual mounting condition and method.

J. Product samples complete with housing, trim, specified lumen package, and 8’ cord with plug for 120 V shall be submitted if requested.

1.6 CLOSEOUT SUBMITTALS

A. Operation and Maintenance Data: For lighting equipment and luminaires to include in emergency, operation, and maintenance manuals.

1. Provide a list of all driver types used on Project; use ANSI and manufacturers' codes.

2. Submit site map showing dimensioned locations all exterior lighting fixtures and poles with tags consistent with the Gwinnett County Parks standard naming convention. Also show stubbed-out spare conduits, in-ground junction boxes, and underground sleeves. Indicate dimensioned locations of sleeve ends, conduits, and junction boxes from a permanent building or landscape feature. Circuit numbers for all loads shall be shown. Electronic files of site lighting maps be provided at Substantial Completion and submitted to the Owner.

1.7 EXTRA MATERIALS

A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Glass, Plastic Diffusers and Lenses: 10% or one dozen (whichever is less) of each type and rating installed. Furnish at least one of each type.

2. Globes and Guards: 5% of each type and rating installed. Furnish at least one of each type.

1.8 DELIVERY, STORAGE, AND HANDLING

A. Contractor shall not store / leave materials on site overnight. Contractor is responsible for all fixtures, materials, storage, etc. until project closeout and turnover to owner.

1.9 QUALITY ASSURANCE

A. Luminaire Photometric Data Testing Laboratory Qualifications: Provided by an independent agency, with the experience and capability to conduct the testing indicated, that is an NRTL as defined by OSHA in 29 CFR 1910.7.

B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA

70, Article 100, by a testing agency acceptable to Authorities Having Jurisdiction, and marked for intended use.

Exterior Lighting 26 5600 - 4R

C. Comply with IESNA TM-15-11 and Addendum A for Backlight, Uplight, and Glare (BUG) ratings.

D. Comply with ANSI C7.3777.208 Standards for chromaticity of SSL products.

E. Comply with NFPA 70.

F. All luminaires shall bear a UL or ETL label.

G. Comply with IEEE C2, “National Electrical Safety Code.”

H. Comply with most current edition of the Gwinnett County Ordinances and Gwinnett county Parks requirements.

1.10 COORDINATION

A. Coordinate layout and installation of luminaires with plantings, paving, site walls, other site work elements, and existing luminaires.

B. Coordination Meetings: This Contractor shall meet at least twice with the sitework installer(s) and Gwinnett county parks construction manager (or his designee). Hold first meeting before submittal of shop drawings to coordinate each luminaire mounting condition and location. During second meeting, coordinate layout with other site components. Coordinate depth and location of all luminaire pole bases in all areas.

1.11 WARRANTY

A. Comply with Division 1 requirements.

B. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace products that fail in materials or workmanship; that corrode; or that fade, stain, perforate, erode, or chalk due to effects of weather or solar radiation within specified warranty period. Manufacturer may exclude lightning damage, hail damage, vandalism, abuse, or unauthorized repairs or alterations from special warranty coverage.

1. Warranty Period for Fixture, including the LEDs, drivers and electrical components:

Ten years from date of Beneficial Occupancy.

2. Warranty Period for housing paint and finish: Ten years from date of Beneficial

Occupancy.

3. Warranty Period for Color Retention: Ten years from date of Beneficial Occupancy.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Products: Subject to compliance with requirements, specified by owner.

Exterior Lighting 26 5600 - 5R

2.2 GENERAL REQUIREMENTS FOR LUMINAIRES

A. Luminaires shall comply with UL 1598 and be listed and labeled for installation in wet locations by an NRTL acceptable to Authorities Having Jurisdiction.

B. Comply with IESNA RP-8 for parameters of lateral light distribution patterns indicated for luminaires.

C. Comply with IESNA TM-15-07 Luminaire Classification System for Outdoor Luminaires.

D. Metal Parts: Free of burrs and sharp corners and edges.

E. Housings: Rigidly formed, weather- and light-tight enclosures that will not warp, sag, or deform in use.

F. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under operating conditions, and designed to permit easy replacement of drivers. Designed to prevent doors, frames, lenses, diffusers, and other components from falling accidentally during repairs and when secured in operating position. Doors shall be removable for cleaning or replacing lenses.

G. Exposed Hardware Material: Stainless steel.

H. Plastic Parts: High resistance to yellowing and other changes due to aging, exposure to heat, and UV radiation.

I. Light Shields: Baffles made of metal or similar sturdy material, field installable and adjustable, arranged to block light distribution to indicated portion of normally illuminated area or field.

J. Optical assemblies: where specified, full cutoff with zero uplight, “dark sky” compliant.

LED assemblies shall comply with IESNA BUG rating system.

K. Reflecting surfaces shall have minimum reflectance as follows, unless otherwise indicated:

1. White Surfaces: 85 percent.

2. Specular Surfaces: 90 percent.

3. Diffusing Specular Surfaces: 75 percent.

L. Lenses and Refractors Gaskets: Use heat- and aging-resistant resilient gaskets to seal and cushion lenses in luminaire doors.

M. Luminaires utilizing internal refractors are not allowed.

N. Factory-Applied Finish for Aluminum Luminaires: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and

Exterior Lighting 26 5600 - 6R designating finishes.

1. Finish designations prefixed by AA comply with the system established by the Aluminum Association for designating aluminum finishes.

2. Finish: premium 5 stage TGIC polyester powder coat paint minimum 2.5 mils thick, applied to factory-assembled and -tested luminaires before shipping. Where indicated, match the finish process and color of pole or support materials.

a. Color: See Luminaire Schedule.

O. Decorative Fixtures:

1. Shall have minimum 74 lumens per watt.

P. Outdoor Wall Mounted Area Luminaires

1. Shall have minimum 90 lumens per watt.

2. No more than 48% of the total luminaire output shall be within the forward 60-80º zone.

3. No more than 3% of the total luminaire output shall be in the forward 80-90º zone.

4. No light at or above horizontal 90-180º zone.

Q. Canopy Luminaires

1. Shall have minimum 100 lumens per watt.

2. At least 30% of total luminaire output shall be within the 40-60º zone.

3. No more than 20% of total luminaire output shall be above the 80º zone.

2.3 LED DRIVERS AND ARRAYS

A. UL 1598 listing.

B. LED arrays shall have LED’s that produce minimum 80 lumens/watt @ 525mA.

1. Lumen Depreciation Data: maintain greater than 95% lumen maintenance at 60,000 hours per IES TM-21.

2. LED color: neutral white, 4000 deg K, minimum CRI of 70, or as specified by owner.

C. LED arrays shall have an IP66 enclosure rating.

D. Driver + LED Life Rating not less than 50,000 hours.

E. Power supply / driver shall be field replaceable by means quick-disconnect connectors and easy access mounting hardware.

F. Drives shall accept 120 volts or 240 volts, 60 Hz.

G. Power Factor > 0.9@ full load.

H. THD < 20% @ full load.

Exterior Lighting 26 5600 - 7R

I. Surge protection: 10kA/10kV per ANSI/IEEE C136.2-2014

J. The housing shall have an integral thermal management system with extruded aluminum radiation fins and lateral airways for passive cooling, no devices using moving parts are permitted.

K. Minimum starting temperature: minus 30 deg C, 40 deg C ambient.

L. Comply with IES LM-79-08 and LM-90-08 Approved Methods.

M. LED’s shall be Restriction of Hazardous Substances Directive (RoHS) compliant.

2.4 LUMINAIRE-MOUNTED PHOTOELECTRIC RELAYS

A. Comply with UL 773 or UL 773A.

B. Compatible with 7 – pin socket.

C. Contact Relays: Factory mounted, single throw, designed to fail in the on position, and factory set to turn light unit on at 1.5 to 3 fc and off at 4.5 to 10 fc with 15-second minimum time delay. Relay shall have directional lens in front of photocell to prevent artificial light sources from causing false turnoff.

1. Adjustable window slide for adjusting on-off set points.

2.5 GENERAL REQUIREMENTS FOR SUPPORT COMPONENTS

A. Luminaire Attachment Provisions: Comply with luminaire manufacturers' mounting requirements. Use stainless-steel fasteners and mounting bolts unless otherwise indicated.

B. Mountings, Fasteners, and Appurtenances: Corrosion-resistant items compatible with support components.

1. Materials: Shall not cause galvanic action at contact points.

PART 3 - EXECUTION

3.1 LUMINAIRE INSTALLATION

A. Fasten luminaire to indicated structural supports.

1. Use fastening methods and materials selected to resist seismic forces defined for the application and approved by manufacturer.

Exterior Lighting 26 5600 - 8R

B. Adjust luminaires that require field adjustment or aiming. Include adjustment of photoelectric device to prevent false operation of relay by artificial light sources, favoring a north orientation.

1. Provide house side shields where necessary to control spill light.

3.2 CORROSION PREVENTION

A. Aluminum: Do not use in contact with earth or concrete. When in direct contact with a dissimilar metal, protect aluminum by insulating fittings or treatment.

B. Steel Conduits: Comply with Section 26 05 33 "Raceways and Boxes for Electrical

Systems." In concrete foundations, wrap conduit with 0.010-inch thick, pipe-wrapping plastic tape applied with a 50 percent overlap.

3.3 FIELD QUALITY CONTROL

A. Inspect each installed luminaire for damage. Replace damaged luminaires and components.

B. Replace all burned out or inoperative LED arrays at the end of Construction prior to project turnover to Gwinnett County Parks.

C. Advance Notice: Give dates and times for field tests.

D. Provide instruments to make and record test results.

E. Test as follows:

1. Verify proper operation, switching and phasing of each luminaire after installation.

2. Emergency Lighting: Interrupt electrical supply to demonstrate proper operation.

Verify normal transfer to generator and retransfer to normal.

3. Prepare a written report of tests, inspections, observations, and verifications indicating and interpreting results. If adjustments are made to the lighting system, retest to demonstrate compliance with standards.

F. Malfunctioning Luminaires and Components: Replace or repair, then retest. Repeat procedure until units operate properly.

G. Observations: Verify normal operation of lighting units after installing luminaires and energizing circuits with normal power source.

1. Verify operation of photoelectric controls.

H. Illumination Tests (if required by owner):

1. Measure light intensities at night. Use photometers with calibration referenced to NIST standards. Comply with the following IESNA testing guide(s):

Exterior Lighting 26 5600 - 9R

a. IESNA LM-64, "Photometric Measurements.“

b. IESNA LM-72, "Directional Positioning of Photometric Data."

I. Prepare a written report of tests, inspections, observations, and verifications indicating and interpreting results. If adjustments are made to lighting system, retest to demonstrate compliance with standards. Submit Electronic files of site lighting maps to the Owner.

END OF SECTION

DEMOLISH EXISTING

CONCRETE MINIMUM DEPTH 4"

BELOW SURFACE.

(E) FOUNDATION

TYP.

EXISTING CONCRETE SLAB

TO BE PRESSURED WASHED

28 DAYS AFTER NEW

CONCRETE HAS CURED.

S301

S301

TYP.

EDGE OF EXISTING

TURN DOWN SLAB

TYP.

PROPOSED PIER

FOUNDATION

TYP.

HSS 6x6x1/4"

COLUMN

S301

PROPOSED FOOTING

EXTENSION

TYP.

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOCLOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LOC

LOC

LOC

LOC

LOC

LOC LOC

LOC

LOC

LOC

LOC

LOC

LOC

LIMITS OF CONSTRUCTION

FENCING, 10' FROM EDGE OF

CONCRETE SLAB (TYP.)

EXPANSION JOINTS

(CLEAN OUT AND

CAULK JOINTS PER

DETAIL ON THIS SHEET)

(E) EDGE OF SLAB

2'-0"

2'-0"

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

PR

OJ

EC

T:

CONTACT:

DATEREVISIONS

ENGINEER:

JOB/FILE NUMBER:

SCALE:

Foresite Group, LLC 3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

BE

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DA

P

AR

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223.090

07/08/2021

NOTED ON PLAN

AMK

KWK

GWINNETT COUNTY

5 B

ET

HE

SD

A

CH

UR

CH

R

D

LA

W

RE

NC

EV

ILL

E, G A

75 LANGLEY DRIVE

LAWRENCEVILLE, GA 30045

(770) 822-8829

JEREMY VANOY

FOUNDATION PLAN

1/4" = 1'-0"

NOTES:

1. SEE S001 FOR STRUCTURAL GENERAL NOTES.

2. TOP OF FOOTING SHALL BE -1'-0" BASED ON FINISHED GRADE, UNLESS NOTED OTHERWISE. SEE 1/S301

3. EXISTING PLAYGROUND TO REMAIN OPEN DURING CONSTRUCTION.

4. PRESSURE WASHING SHOULD BE DONE WITH A MINIMUM PRESSURE OF 2500 PSI MUST BE USED TO

THOROUGHLY CLEAN THE SURFACE. THE SURFACE SHOULD BE THOROUGHLY CLEANED AND LEFT WITH A

UNIFORM APPEARANCE, NO STRIPING, CIRCULAR PATTERN OR ANY OTHER PATTERN SHOULD BE LEFT DUE

TO THE LACK OF EQUAL PRESSURE AND DISTANCE USED OVER EVERY SQUARE INCH.

S101

FOUNDATION PLAN

S101

CLEAN JOINT PRIOR TO

CAULKING W/ COMPRESSED

AIR OR HIGH PRESSURE

WATER

SIKA 1A SEALANT OR EQUAL

CLOSED CELL BACKER ROD

BY SIKA OR EQUAL

S101

EXPANSION JOINT DETAIL

NOT TO SCALE

ADDENDUM #1 09/01/2021

FOUNDATION EXTENSION PLAN VIEW

3/4" = 1'-0"

FOUNDATION EXTENSION SECTION VIEW

3/4" = 1'-0"

8'-0"

MATCH EXISTING

PROPOSED #5 BARS @ 12"

O.C. MAX, TOP & BOTTOM,

(TYP.)

PROPOSED #5 BARS @ 12"

O.C. MAX, USE HILTI

HIT-RE500 EPOXY (OR

APPROVED EQUAL) W/ 9"

MIN. EMBEDMENT INTO

EXISTING FOUNDATION,

TOP & BOTTOM, (TYP.)

PROPOSED

FOUNDATION

EXISITNG 8'x8'

FOUNDATION

8'-0"2'-0"

EXISITNG 8'x8'

FOUNDATION

PROPOSED #5 BARS @ 12" O.C. MAX, USE

HILTI HIT-RE500 EPOXY (OR APPROVED

EQUAL) W/ 9" MIN. EMBEDMENT INTO

EXISTING FOUNDATION, TOP & BOTTOM,

(TYP.)

PROPOSED 2'x3'

FOUNDATION

PROPOSED #5 BARS @ 12"

O.C. MAX, TOP & BOTTOM,

(TYP.)

PROPOSED PIER

FOUNDATION

2'-8"

#4 TIES @ 12" O.C.

PROPOSED (6) #5 BARS, USE HILTI

HIT-RE500 EPOXY (OR APPROVED EQUAL)

W/ 9" MIN. EMBEDMENT INTO EXISTING

FOUNDATION

PROPOSED (6) #5 VERTICAL

REBAR, EQ. SPACE

W/ 9" HOOKS @ BOTTOM

PROPOSED (6) #5 VERTICAL

REBAR, EQ. SPACE

W/ 9" HOOKS @ BOTTOM

PROPOSED (6) #5 BARS, USE HILTI

HIT-RE500 EPOXY (OR APPROVED EQUAL)

W/ 9" MIN. EMBEDMENT INTO EXISTING

FOUNDATION

PIER FOUNDATION

3/4" = 1'-0"

1'-2"

5" 5"

1/4

2'-8"

BRICK VENEER SECTION VIEW

3/4" = 1'-0"

BRICK VENEER PLAN VIEW

3/4" = 1'-0"

ISOLATION JOINT

2'-8"

SPLIT FACE BLOCK

SPLIT FACE BLOCK

PRECAST COLUMN CAP

PROPOSED HSS6X6X1/4"

COLUMN

PROPOSED HSS6x6x1/4" COLUMN

EXISTING HIP

BEAM

EXISTING HSS

COLUMN TO BE

REMOVED

EXISTING

CONNECTION TO

BE REMOVED

PROPOSED

HSS6X6X1/4" COLUMN

W/ TOP PLATE

EXISTING 2X8

T&G TO REMAIN

PROPOSED 5x16.5

TIE BEAM

2'-0"

PROPOSED L6X6X1/4",

10" TALL, TYP.

POST - BEAM CONNECTION

3/4" = 1'-0"

A307 THRU BOLT

W/ A36 WASHER, TYP.

#5 VERT. TYP.

#5 VERT. TYP.

NOTE:

PAINT COLUMN PER

DIRECTION OF

OWNER OR OWNER'S

REPRESENTATIVE.

4" SAKRETE FIBER

EXPANSION JOINT OR

EQUAL

PROPOSED CONCRETE SLAB

G R

O U

T

M I N

TACK

THREADED ANCHOR BOLT

PROJECTION = GROUT + BASE

PLATE THICKNESS + ANCHOR

BOLT DIA + 1" MIN

3/4" ANCHOR ROD WITH 2 STD

FLAT WASHERS AND 2 HEAVY HEX

NUTS, TYP

(P) HSS6X6X1/4" COLUMN

PROPOSED 3/4" PLATE

CONNECTION, TYP.

1 2

5"

3/16

SAW CUT BEAM

18" FROM END

7"

3 4

3/16

PROPOSED 3/4" PLATE

CONNECTION, TYP.

PROPOSED

HSS6X6X1/4" COLUMN

WELDED EACH SIDE TO

PLATE CONNECTION

HSS6X6X1/4" COLUMN

W/ TOP PLATE

5 x 16.5 TIE BEAM

A-A

SECTION A- A

1'-1"

2"

4" CONCRETE SLAB W/ 6x6

10/10 WWF OVER

COMPACTED ON SITE

MATERIAL. WIDTH OF NEW

CONCRETE AS REQUIRED

FOR PIER INSTALLATION

PROPOSED 5x16.5

TIE BEAM

EDGE OF DECK

3/4" = 1'-0"

SAW CUT BEAM

18" FROM END

(BEYOND)

(2)2x10 FASCIA BOARD

1'-6"

3/4" EPOXY ANCHOR BOLT - 8 1/2"

MINIMUM EMBEDMENT HILTI.

ALTERNATIVE 3/4" CAST IN PLACE

ANCHOR BOLTS - 9" MINIMUM

EMBEDMENT (TYP.)

EXISTING 2X8

T&G TO REMAIN

PROPOSED 5x16.5

TIE BEAM

OUTLOOKER CONNECTION

3/4" = 1'-0"

1x6 COMPOSITE

MATERIAL ATTACHED TO

OUTLOOKER W/ 2 #10

SCREWS

(2)2x10 FASCIA BOARD

CONNECT TO GIRDER

WITH SIMPSON LUS210-2

HANGERS OR EQ.

1'-6"

EXISTING FLASHING TO

BE REMOVED AND

REINSTALLED

PRESSURE TREATED 2x6 OUTLOOKER @ 24"

ON CENTER INSTALL ONE AT END OF CUT

GLU-LAM, AND EQUALLY SPACE BETWEEN

GIRDERS NOT TO EXCEED 2' SPACING.

SAWCUT EXISTING GIRDER

18" FROM END SEAL ENDS

W/ CLEAR WATERPROOFING

(THOMPSON'S OR EQUAL)

SIMPSON LUS210 FACE

MOUNT HANGER OR EQUIV.

EACH END

EXISTING 2X8

T&G TO REMAIN

SIMPSON ML 23Z , 1x6 CAP

ATTACHED TO END DECK W/ 2

#8 SCREWS, 1/2" LONG

ATTACHED TO 2x6 OUTLOOKER

W/ 2 # 8 , 1" LONG

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

PR

OJ

EC

T:

CONTACT:

DATEREVISIONS

ENGINEER:

JOB/FILE NUMBER:

SCALE:

Foresite Group, LLC 3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

BE

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DA

P

AR

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PA

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PA

IR

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223.090

07/08/2021

NOTED ON PLAN

AMK

KWK

GWINNETT COUNTY

5 B

ET

HE

SD

A

CH

UR

CH

R

D

LA

W

RE

NC

EV

ILL

E, G A

75 LANGLEY DRIVE

LAWRENCEVILLE, GA 30045

(770) 822-8829

JEREMY VANOY

S-301

S-301

S-301

S-301

S-301

STRUCTURAL DETAILS

S301

S-301

NOTES:

1. ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION

PER ASTM A123. EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALL BE GALVANIZED PER ASTM

A153 OR B695.

2. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES & GROUND SURFACES WHERE EXISTING PAINT OR

GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC

GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS RECOMMENDATIONS.

S-301

ADDENDUM #1 09/01/2021

S-301

CornerStone D E S I G N

Electrical & Mechanical Engineering Consultants

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

ELECTRICAL ENGINEER:

PR

OJ

EC

T:

DATEREVISIONS

ENGINEER:

JOB/FILE NUMBER:

SCALE:

Foresite Group, Inc.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

BE

TH

ES

DA

P

AR

K

PA

VI

LIO

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PA

IR

S

223.090

06/23/2020

NOTED ON PLAN

JAN

JAN

GWINNETT COUNTY

5 B

ET

HE

SD

A

CH

UR

CH

R

D

LA

W

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NC

EV

ILL

E, G A

Electrical & Mechanical Engineering Consultants

CornerStone D E S I G N

E001

ELECTRICAL LEGEND,

SYMBOLS, AND

GENERAL NOTES

2'-8"

3' -0

ISOLATION JOINT

EXISTING CONCRETE SLAB

PRECAST COLUMN CAP

PROPOSED HSS6X6X1/4"

COLUMN

2' -6

2' -0

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

ELECTRICAL ENGINEER:

PR

OJ

EC

T:

DATEREVISIONS

ENGINEER:

JOB/FILE NUMBER:

SCALE:

Foresite Group, Inc.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

BE

TH

ES

DA

P

AR

K

PA

VI

LIO

N

RE

PA

IR

S

223.090

06/23/2020

NOTED ON PLAN

JAN

JAN

GWINNETT COUNTY

5 B

ET

HE

SD

A

CH

UR

CH

R

D

LA

W

RE

NC

EV

ILL

E, G A

Electrical & Mechanical Engineering Consultants

CornerStone D E S I G N

E101

ELECTRICAL

POWER PLAN

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

ELECTRICAL ENGINEER:

PR

OJ

EC

T:

DATEREVISIONS

ENGINEER:

JOB/FILE NUMBER:

SCALE:

Foresite Group, Inc.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

BE

TH

ES

DA

P

AR

K

PA

VI

LIO

N

RE

PA

IR

S

223.090

06/23/2020

NOTED ON PLAN

JAN

JAN

GWINNETT COUNTY

5 B

ET

HE

SD

A

CH

UR

CH

R

D

LA

W

RE

NC

EV

ILL

E, G A

Electrical & Mechanical Engineering Consultants

CornerStone D E S I G N

E102

ELECTRICAL

LIGHTING PLAN

DEMOLISH EXISTING

CONCRETE MINIMUM DEPTH 4"

BELOW SURFACE.

(E) FOUNDATION

TYP.

EXISTING CONCRETE SLAB

TO BE PRESSURED WASHED

28 DAYS AFTER NEW

CONCRETE HAS CURED.

S301

S301

TYP.

EDGE OF EXISTING

TURN DOWN SLAB

TYP.

PROPOSED PIER

FOUNDATION

TYP.

HSS 6x6x1/4"

COLUMN

S301

PROPOSED FOOTING

EXTENSION

TYP.

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOCLOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LIMITS OF CONSTRUCTION

FENCING, 10' FROM EDGE OF

CONCRETE SLAB (TYP.)

EXPANSION JOINTS

(CLEAN OUT AND

CAULK JOINTS PER

DETAIL ON THIS SHEET)

(E) EDGE OF SLAB

2'-0"

2'-0"

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

PR

OJ

EC

T:

CONTACT:

DATEREVISIONS

ENGINEER:

JOB/FILE NUMBER:

SCALE:

Foresite Group, LLC 3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

223.090

07/08/2021

NOTED ON PLAN

AMK

KWK

GWINNETT COUNTY

HO

LC

OM

B

BR

ID

GE

P

AR

K

PA

VI

LIO

N

RE

PA

IR

S

H

OL

CO

MB

B

RI

DG

E

RD

NO

RC

RO

SS

, G

A

75 LANGLEY DRIVE

LAWRENCEVILLE, GA 30045

(770) 822-8829

JEREMY VANOY

FOUNDATION PLAN

1/4" = 1'-0"

S101

FOUNDATION PLAN

S101

NOTES:

1. SEE S001 FOR STRUCTURAL GENERAL NOTES.

2. TOP OF FOOTING SHALL BE -1'-0" BASED ON FINISHED GRADE, UNLESS NOTED OTHERWISE. SEE 1/S301

3. EXISTING PLAYGROUND TO REMAIN OPEN DURING CONSTRUCTION.

4. PRESSURE WASHING SHOULD BE DONE WITH A MINIMUM PRESSURE OF 2500 PSI MUST BE USED TO

THOROUGHLY CLEAN THE SURFACE. THE SURFACE SHOULD BE THOROUGHLY CLEANED AND LEFT WITH A

UNIFORM APPEARANCE, NO STRIPING, CIRCULAR PATTERN OR ANY OTHER PATTERN SHOULD BE LEFT DUE

TO THE LACK OF EQUAL PRESSURE AND DISTANCE USED OVER EVERY SQUARE INCH.

CLEAN JOINT PRIOR TO

CAULKING W/ COMPRESSED

AIR OR HIGH PRESSURE

WATER

SIKA 1A SEALANT OR EQUAL

CLOSED CELL BACKER ROD

BY SIKA OR EQUAL

S101

EXPANSION JOINT DETAIL

NOT TO SCALE

FOUNDATION EXTENSION PLAN VIEW

3/4" = 1'-0"

FOUNDATION EXTENSION SECTION VIEW

3/4" = 1'-0"

8'-0"

MATCH EXISTING

PROPOSED #5 BARS @ 12"

O.C. MAX, TOP & BOTTOM,

(TYP.)

PROPOSED #5 BARS @ 12"

O.C. MAX, USE HILTI

HIT-RE500 EPOXY (OR

APPROVED EQUAL) W/ 9"

MIN. EMBEDMENT INTO

EXISTING FOUNDATION,

TOP & BOTTOM, (TYP.)

PROPOSED

FOUNDATION

EXISITNG 8'x8'

FOUNDATION

8'-0"2'-0"

EXISITNG 8'x8'

FOUNDATION

PROPOSED #5 BARS @ 12" O.C. MAX, USE

HILTI HIT-RE500 EPOXY (OR APPROVED

EQUAL) W/ 9" MIN. EMBEDMENT INTO

EXISTING FOUNDATION, TOP & BOTTOM,

(TYP.)

PROPOSED 2'x3'

FOUNDATION

PROPOSED #5 BARS @ 12"

O.C. MAX, TOP & BOTTOM,

(TYP.)

PROPOSED PIER

FOUNDATION

2'-8"

#4 TIES @ 12" O.C.

PROPOSED (6) #5 BARS, USE HILTI

HIT-RE500 EPOXY (OR APPROVED EQUAL)

W/ 9" MIN. EMBEDMENT INTO EXISTING

FOUNDATION

PROPOSED (6) #5 VERTICAL

REBAR, EQ. SPACE

W/ 9" HOOKS @ BOTTOM

PROPOSED (6) #5 VERTICAL

REBAR, EQ. SPACE

W/ 9" HOOKS @ BOTTOM

PROPOSED (6) #5 BARS, USE HILTI

HIT-RE500 EPOXY (OR APPROVED EQUAL)

W/ 9" MIN. EMBEDMENT INTO EXISTING

FOUNDATION

PIER FOUNDATION

3/4" = 1'-0"

1'-2"

5" 5"

1/4

2'-8"

BRICK VENEER SECTION VIEW

3/4" = 1'-0"

BRICK VENEER PLAN VIEW

3/4" = 1'-0"

ISOLATION JOINT

2'-8"

SPLIT FACE BLOCK

SPLIT FACE BLOCK

PRECAST COLUMN CAP

PROPOSED HSS6X6X1/4"

COLUMN

PROPOSED HSS6x6x1/4" COLUMN

EXISTING HIP

BEAM

EXISTING HSS

COLUMN TO BE

REMOVED

EXISTING

CONNECTION TO

BE REMOVED

PROPOSED

HSS6X6X1/4" COLUMN

W/ TOP PLATE

EXISTING 2X8

T&G TO REMAIN

PROPOSED 5x16.5

TIE BEAM

2'-0"

PROPOSED L6X6X1/4",

10" TALL, TYP.

POST - BEAM CONNECTION

3/4" = 1'-0"

A307 THRU BOLT

W/ A36 WASHER, TYP.

#5 VERT. TYP.

#5 VERT. TYP.

NOTE:

PAINT COLUMN PER

DIRECTION OF

OWNER OR OWNER'S

REPRESENTATIVE.

4" SAKRETE FIBER

EXPANSION JOINT OR

EQUAL

PROPOSED CONCRETE SLAB

G R

O U

T

M I N

TACK

THREADED ANCHOR BOLT

PROJECTION = GROUT + BASE

PLATE THICKNESS + ANCHOR

BOLT DIA + 1" MIN

3/4" ANCHOR ROD WITH 2 STD

FLAT WASHERS AND 2 HEAVY HEX

NUTS, TYP

(P) HSS6X6X1/4" COLUMN

PROPOSED 3/4" PLATE

CONNECTION, TYP.

1 2

5"

3/16

SAW CUT BEAM

18" FROM END

7"

3 4

3/16

PROPOSED 3/4" PLATE

CONNECTION, TYP.

PROPOSED

HSS6X6X1/4" COLUMN

WELDED EACH SIDE TO

PLATE CONNECTION

HSS6X6X1/4" COLUMN

W/ TOP PLATE

5 x 16.5 TIE BEAM

A-A

SECTION A- A

1'-1"

2"

4" CONCRETE SLAB W/ 6x6

10/10 WWF OVER

COMPACTED ON SITE

MATERIAL. WIDTH OF NEW

CONCRETE AS REQUIRED

FOR PIER INSTALLATION

PROPOSED 5x16.5

TIE BEAM

EDGE OF DECK

3/4" = 1'-0"

SAW CUT BEAM

18" FROM END

(BEYOND)

(2)2x10 FASCIA BOARD

1'-6"

3/4" EPOXY ANCHOR BOLT - 8 1/2"

MINIMUM EMBEDMENT HILTI.

ALTERNATIVE 3/4" CAST IN PLACE

ANCHOR BOLTS - 9" MINIMUM

EMBEDMENT (TYP.)

EXISTING 2X8

T&G TO REMAIN

PROPOSED 5x16.5

TIE BEAM

OUTLOOKER CONNECTION

3/4" = 1'-0"

1x6 COMPOSITE

MATERIAL ATTACHED TO

OUTLOOKER W/ 2 #10

SCREWS

(2)2x10 FASCIA BOARD

CONNECT TO GIRDER

WITH SIMPSON LUS210-2

HANGERS OR EQ.

1'-6"

EXISTING FLASHING TO

BE REMOVED AND

REINSTALLED

PRESSURE TREATED 2x6 OUTLOOKER @ 24"

ON CENTER INSTALL ONE AT END OF CUT

GLU-LAM, AND EQUALLY SPACE BETWEEN

GIRDERS NOT TO EXCEED 2' SPACING.

SAWCUT EXISTING GIRDER

18" FROM END SEAL ENDS

W/ CLEAR WATERPROOFING

(THOMPSON'S OR EQUAL)

SIMPSON LUS210 FACE

MOUNT HANGER OR EQUIV.

EACH END

EXISTING 2X8

T&G TO REMAIN

SIMPSON ML 23Z , 1x6 CAP

ATTACHED TO END DECK W/ 2

#8 SCREWS, 1/2" LONG

ATTACHED TO 2x6 OUTLOOKER

W/ 2 # 8 , 1" LONG

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

PR

OJ

EC

T:

CONTACT:

DATEREVISIONS

ENGINEER:

JOB/FILE NUMBER:

SCALE:

Foresite Group, LLC 3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

223.090

07/08/2021

NOTED ON PLAN

AMK

KWK

GWINNETT COUNTY

HO

LC

OM

B

BR

ID

GE

P

AR

K

PA

VI

LIO

N

RE

PA

IR

S

H

OL

CO

MB

B

RI

DG

E

RD

NO

RC

RO

SS

, G

A

75 LANGLEY DRIVE

LAWRENCEVILLE, GA 30045

(770) 822-8829

JEREMY VANOY

S-301

S-301

S-301

S-301

S-301

STRUCTURAL DETAILS

S301

S-301

NOTES:

1. ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION

PER ASTM A123. EXPOSED STEEL HARDWARE AND ANCHOR BOLTS SHALL BE GALVANIZED PER ASTM

A153 OR B695.

2. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES & GROUND SURFACES WHERE EXISTING PAINT OR

GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC

GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS RECOMMENDATIONS.

ADDENDUM #1 09/01/2021

S-301

S-301