A D D E N D U M N U M B E R O N E

June 14, 2016

To all bidders of record for the work titled:

New Stone’s KIA Facility Idaho Falls, Idaho

Please notify everyone concerned, including suppliers as to the issuance and contents of this Addendum prior to the date of bid opening. This Addendum is a part of the contract documents and modifies them as follows:

This Addendum consists of _34_ pages(s) including attached drawings(s).

I. GENERAL

A. Substitutions: This is an acceptance of general quality only. No attempt has been made to check each material as to special features, capacities, or physical dimensions specially required for the project. It shall be the responsibility of the manufacturer, supplier, and contractor to check all requirements before submitting for final acceptance. Final acceptance of exact features, sizes capacities, etc., all of which must match materials indicated and specified, will be determined when submitted during the construction period. Certain acceptances are subject to conditions noted.

Item Manufacturer

Architectural: 08 1416 Flush Wood Doors Oshkosh Door Company

Mechanical: 23 2166 Split System Heat Pump Units Daikin 23 3114 Low-Pressure Steel Ductwork NCA, Air-Rite Manufacturing 23 3400 Exhaust Fans Soler & Palau 23 3420 Destratification Fans MacroAir 23 3450 HVAC Fans MacroAir 23 3451 Carbon Monoxide Exhaust System EuroVent 23 3713 Air Outlets and Inlets Carnes 23 5418 Radiant Heating System Schwank, Detroit Radiant 23 6220 Rooftop Heating and Cooling Units Daikin

B. Contractor is responsible for Phase II SWPP plan, submittal of Notice of Intent and associated

narrative as required to obtain approval of the authority having jurisdiction over site/earthwork.

II. SPECIFICATIONS

A. Referencing Instruction to Bidders; 1. Omit bid security. 2. Performance and payment bonds are not required. 3. This project is NOT tax exempt. 4. A pre-bid will not be held.

B. Section 01 6400, equipment/furnishings identified in this section are Owner furnished and installed.

C. Section 03 3111, add the attached alkali-silica reactivity mitigation section to all exterior concrete. D. Section 05 1223, 1.8; omit requirement of AISC certification. Work shall comply with AISC

requirements. E. Section 07 2613, vapor barrier to be installed at all framed wall assemblies. F. Section 07 2616, under slab vapor barrier to be installed under aggregate base. G. Refer to attached Specification section 08 3600 for sectional insulated steel overhead doors. H. Refer to attached Specification section 08 3601 for sectional glass & aluminum overhead doors. I. Section 08 7101, Door pull to be by Trimco Hardware, style “Kia”. Contact Sam Coyne at 323-262-

4191 or csr@trimcohardware.com.

J. Refer attached Specification section 09 6813 for tile carpeting. K. Add the following as Section 09 9114 Exterior Sealed CMU:

Concrete Masonry Unit (CMU): Provide the following finish system over CMU complying with MPI Ext 4.2H system.

1. Water repellent non-paintable, 3-coats. a. Sealant: A penetrating silicone, clear water repellent for exterior masonry block,

complying with MPI #117, applied at spreading rate recommended by manufacturer: 1) Approved Manufacturer:

a. Sherwin Williams: Loxon 40% Silane. b. Sherwin Williams: Loxon 7% Siloxane. c. Columbia Paint & Coatings: Baracade Silane 40%

L. Section 12 4920, Windows H, I and K to receive blinds.

III. DRAWINGS

A. Sheet SD1.0 1. Omit Keynote #1 along East property line. Contractor to utilize and maintain exiting earth

berm. B. Sheet SD1.1

1. Clear and grub north triangular portion of site, place 4-inches of ¾-inch minus gravel. Refer to attached partial site plan.

2. Enclose north triangular portion of site with 6’-0” tall chainlink fence. Fence fabric to be 2-inch square mesh, 9 gauge galvanized wire with 1.2 ounces zinc complying with ASTM A392 Class I. Line posts to be 2.875-inch outside dia. schedule 40 weighing 5.79 lbs/l.f., Terminal posts to be 3-inch outside dia. schedule 40 pipe weighting 5.79 lbs/l.f. gate post to be 6.625-inch outside dia. weighing 18.97 lbs/l.f. Top and brace rail to be 1.66-inch outside dia. sched. 40 weighting 2.27/lbs/l.f.. Swing gate perimeter frame to be minimum 1.90 inch OD pipe. Place fence posts 18-inches into 10-inch dia. x 24-inch deep concrete post foundation.

C. Sheet SD1.2 1. Refer to attached Revised Grading Plan showing existing grades.

D. Sheet SD1.3 1. Irrigation sleeves shown at existing sidewalk are existing and for reference. Do not include

scope in this project. 2. Refer to attached SD1.3 for storm retention.

E. Sheet SD2.3 1. Refer to attached Revised Detail J/SD2.3. 2. Detail A/SD2.3, delete reference “Abutting Walk.” Refer to site plan for surrounds of light pole

bases. 3. See attached detail K/S2.3 for storm retention system.

F. Sheet A1.3 1. Omit curved soffit / bulkhead in Showroom #101. Refer to attached Revised Reflected Ceiling

Plan of Showroom #101. G. Sheet A2.1

1. Add Keynote #3 to all exterior columns. 2. Keynote #8 to include additional vinyl sign “DLR #0070-0”.

H. Sheet A3.1 1. Under slab vapor barrier to be placed under all interior slabs.

I. Sheet A4.1 1. Elevations 1, 2A, 2B, 2C, 3, 4, 5, 6A, 6B, 7 and 8. Delete CT-12 Accent Bands, entire wall to

be field tile CT-10. J. Sheet A4.2

1. Tech Parts #131, Counter Elevations are switched. Elev. 5 is to be labeled 6 and Elev. 6 is to be labeled 5.

2. Elevations 4, 5 and 8, omit ¼” reveals in millwork. 3. All Millwork shall have solid surface counter top. Cabinet body to be plastic laminate.

K. Sheet A5.1 1. Detail 6 and 7, omit ¼” reveals on millwork.

L. Sheet A6.1 1. Change Door 101C to 4’-0” wide.

2. Doors and frames 105A, 106A, 109A, 110A, 111A, 120A, 121A and 124A shall have FS Clear Anodized finish.

3. Change Door 111A to Door Type ‘B’. M. Sheet A6.2

1. Windows F, H and I shall have Clear Anodized finish. 2. See attached revised window Type ‘F’. 3. Frame types A and B shall be 10-inch Curtain-Wall Assembly with reinforcing steel by

manufacturer as required to comply with loads and ultimate wind velocities. Remaining frame types shall be Storefront.

4. Change window ‘C’ to match window ‘D’. N. Sheet A7.1

1. Refer to attached revised detail 8 for additional structural column configurations to receive metal panel wrap, color: Mica Platinum.

O. Sheet F1.1 1. Change Parts Boutique #117 flooring to F5. 2. Parts 118, paint back wall (behind counter) to Accent P6. 3. Consultation 102 and 103, delete P8 Accent. 4. Showroom 101, omit F4 tile and curved floor pattern. Flooring to be F5 throughout Showroom

101, except for round accent of F6 flooring. 5. Sales Manager 105 and 106, Change flooring to F1. 6. Women’s 112 and Men’s 113, East wall to be W3, North, West and South to be W2. 7. Women’s 112 and Men’s 113, Delete tile base B1. Wall tile to extend to floor tile. 8. F1 flooring to be installed in Vertical Ashlar Pattern typical. 9. Wall type W4 shall have smooth finish. 10. Flooring F7 shall be installed in 1/3 Running Bond Pattern.

P. Sheet S1.0 - 4.2, Refer to attached structural addendum. Q. Sheet P2.1

1. Change fixture L-1 (restroom lavatory) to: Toto undercounted lav LT191 (G) Sanagloss glazing, color #01 cotton and Toto Helix Ecopower Faucet TEL5GG60#CP – Thermal mixing controller/mixer: #tN78-10V560, Color/Finish #CP Polished Chrome

2. Change fixtures WC-1 & WC-2 (watercloset) to: Toto Wall mounted flushometer, CT708E(VG) Sanagloss ceramic glaze, color: #01 cotton, include flushometer valve-ecopower & seat

3. Change fixture U-1 (urinal) to: Urinal Toto .5 GPF UT104E, ¾” Top spud inlet, color #01 Cotton, include flush valve Ecopower

R. Sheet E1.2, see attached for revisions to light fixtures F2, F12 and F13. S. Sheet E2.0, see attached for revised reflected ceiling & lighting plan in Showroom 101. T. Sheet 3.0, see attached for revisions. U. Sheet E3.1, see attached for revisions.

End of Addendum #1

Section * Alkali-Silica Reactivity Fine and coarse aggregates to be used in all concrete shall be evaluated and tested for alkali-aggregate reactivity. Both coarse aggregate size groups shall be tested.

a. The fine and coarse aggregates shall be evaluated separately, using ASTM C 1260. Test results of the individual aggregates shall have a measured expansion equal to or less than 0.08 percent after 28 days of immersion in a 1N NaOH solution. Should the test data indicate an expansion of greater than 0.08 percent, the aggregate(s) shall be rejected or the use of Lithium Nitrate shall be mandatory at a minimum dosage of 0.55 gallons per pound of alkali per cubic yard of concrete as allowed per ASTM-C150 portland cement specification in the concrete mixture along with either low alkali cement or blended cement in the concrete mixture, and additional testing shall be performed as follows: utilize the Contractor's proposed low alkali portland cement, blended cement, Lithium Nitrate, and/or SCM, in combination with each individual aggregate. (Example dosage calculation ; Type II LA allows 0.6% of alkali per lb of cement. A mix containing 564lb /cy of cement would require the following minimum dosage of Lithium Nitrate. 564lb X 0.006% alkali X 0.55 gallons Lithium Nitrate equals 1.86 gal of Lithium Nitrate per cubic yard of concrete.) The testing shall be in accordance with COE CRD-C 662 to determine the quantity of Lithium Nitrate that will meet all the requirements of these specifications and that will lower the expansion equal to or less than 0.08 percent after 28 days of immersion in a 1N NaOH solution. Mixture proportioning shall be based on the highest percentage of Lithium Nitrate and/or SCM required to mitigate ASR-reactivity.

b. If any of the above options does not lower the expansion to less than 0.08 percent after 28 days of immersion in a 1N NaOH solution, the aggregate(s) shall be rejected and the Contractor shall submit new aggregate sources for retesting. The results of testing shall be submitted to the Contracting Officer for evaluation and acceptance.

Alkali-Silica Reactivity Mitigation

Section * Lithium Nitrate

The lithium admixture shall be a nominal 30 percent aqueous solution of Lithium Nitrate,

with a density of 1.2 kg/L (10 pounds/gallon), and shall have the approximate chemical

form as shown below:

Constituent Limit (Percent by Mass)

LiNO3 (Lithium Nitrate) 30 +/- 0.5

SO4-2

(Sulfate Ion) 0.1 (max)

Cl- (Chloride Ion) 0.2 (max)

Na+ (Sodium Ion) 0.1 (max)

K+ (Potassium Ion) 0.1 (max)

Stone's KIA

Stone’s KIA 1 08 3600 Sectional Insulated Steel Overhead Doors

SECTION 08 3600

SECTIONAL INSULATED STEEL OVERHEAD DOORS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Glazed or Paneled Steel Sectional Overhead Doors

B. Operating hardware and supports

1.2 RELATED SECTIONS

A. Division 4 – Unit masonry.

B. Division 5 – Metal fabrication.

C. Division 7 – Joint sealers

D. Division 26 – Electrical.

1.3 REFERENCES

A. ANSI/DASMA 102 - American National Standard Specifications for Sectional Overhead Type Doors.

A.4 DESIGN AND PERFORMANCE REQUIREMENTS

A. Wiring Connections: Requirements for electrical characteristics.

1. 115 volts, single phase, 60 Hz.

A.5 SUBMITTALS

A. Submit shop drawings and product data under provisions of section 01300.

B. Shop Drawings: Indicate opening dimensions and required tolerances, connection details, anchorage spacing, hardware locations, and installation details.

C. Manufacturer Certificates: Certify products meet or exceed specified requirements

D. Operation and Maintenance Manuals

1.6 OPERATION AND MAINTENANCE DATA

A. Maintenance Data: Include data for lubrication frequency and spare part sources.

1.7 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum (20) years documented experience.

B. Installer Qualifications: Company specializing in performing the work of this section with minimum (10) years approved by manufacturer.

1.8 WARRANTY

A. Door assembly: 5-year warranty on sections – standard 1-year warranty on remaining parts.

B. Finishes: 20-year warranty.

PART 2 PRODUCTS

Stone’s KIA 2 08 3600 Sectional Insulated Steel Overhead Doors

2.1 MANUFACTURERS

A. Basis of Design: Arm-R-Lite Door Manufacturing Co. 1-800-554-5816.

B. Other approved manufacturers subject to compliance with the specifications:

1. Overhead Door Company 2. Wayne-Dalton Corporation 3. Raynor 4. CHI Overhead Doors

C. Requests for substitutions will be considered in accordance with provisions of Section 016000

2.2 INSULATED STEEL SECTIONAL OVERHEAD DOORS

A. Sectional Overhead Doors:

1. Basis of Design: H-20 Insulated steel door by Door Manufacturing Co., Incorporated. Units shall have the following characteristics:

2. Door Assembly: Foamed in place construction – CFC free. Pebble grain texture exterior 20 gauge skin with pencil rib and interior 26 gauge skin.

a. Section Thickness: 1 ¾” inches

b. R-Value 16

c. Springs:

1) 50,000 cycles.

d. Lites:

1) Full vision section(s) to contain 7/16” insulated low – e glazing

e. Finish and Color:

1) Interior: As selected by Architect from manufacturer’s standard colors.

2) Exterior: Fluropon Finish, custom color as selected by Architect .

f. Hardware: All hinges and fixtures made of 14 gauge galvanized steel. Full floating, ball bearing rollers have hardened steel races, and roller sizes will be adequate for design requirements and limitations. Heavy-duty, fully adjustable roller brackets are attached to each end cap to provide an easy adjustment of the door to the job for proper seal. All hardware is heavy-duty and rust-resistant with galvanized fasteners. Heavy-duty rollers contain steel ball bearings in case-hardened steel races.

g. Lock: Interior galvanized single unit.

h. Weatherstripping:

1) bottom section astragal.

2) Jamb seals.

3) Header seal.

i. Track: Provide track as recommended by manufacturer to suit loading required and clearances available.

1) High Lift Track or as required to accommodate site conditions.

Stone’s KIA 3 08 3600 Sectional Insulated Steel Overhead Doors

2.3 OPERATION

A. Electric Motor Operation: Provide electric operator, size and type as recommended by manufacturer.

a. Electric sensing edge

b. Operator Controls: Push-button operated control stations with open, close, and stop buttons.

3.0 INSPECTION

A. Verify that wall openings are ready to receive work and opening dimensions and tolerances are within specified limits.

B. Beginning of installation means acceptance of existing surfaces.

3.1 PREPARATION

A. Prepare opening to permit correct installation of door unit.

3.2 INSTALLATION

A. Install door unit assembly in accordance with manufacturer’s instructions.

B. Anchor assembly to wall construction and building framing without distortion or stress

C. Secure tracks to structural members only.

D. Fit and align door assembly including hardware, level and plumb, to provide smooth operation.

E. Coordinate installation of sealant and backing materials at frame perimeter as specified in Division 7, JOINT SEALERS.

F. Install perimeter trim and closures.

3.3 TOLERANCES

A. Maintain dimensional tolerances and alignment with adjacent work.

B. Maximum variation from Plumb: 1/8 inch.

C. Maximum variation from Level: 1/8 inch.

D. Longitudinal or Diagonal Warp: Plus or minus 1/8 inch from 10 Ft. straight edge.

3.4 ADJUSTING

A. Adjust door assembly to smooth operation.

3.5 CLEANING

A. Clean doors, frames and glass.

B. Remove labels and visible markings.

END OF SECTION 08 3600

Stone’s KIA 1 08 3601 Sectional Glass & Aluminum Overhead Doors

SECTION 08 3601

SECTIONAL GLASS & ALUMINUM OVERHEAD DOORS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Glazed Aluminum Sectional Overhead Doors

B. Operating hardware and supports

1.2 RELATED SECTIONS

A. Division 4 Unit masonry.

B. Division 5 Metal fabrications.

C. Division 7 Joint sealers.

D. Division 26 Electrical

1.3 REFERENCES

A. ANSI/DASMA 102 - American National Standard Specifications for Sectional Overhead Type Doors.

A.4 DESIGN AND PERFORMANCE REQUIREMENTS

A. Wiring Connections: Requirements for electrical characteristics.

1. 115V, single phase 60Hz.

A.5 SUBMITTALS

A. Submit shop drawings and product data.

B. Shop Drawings: Indicate opening dimensions and required tolerances, connection details, anchorage spacing, hardware locations, and installation details.

C. Manufacturer Certificates: Certify products meet or exceed specified requirements

D. Operation and Maintenance Manuals

1.6 OPERATION AND MAINTENANCE DATA

A. Maintenance Data: Include data for lubrication frequency and spare part sources.

1.7 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum (20) years documented experience.

B. Installer Qualifications: Company specializing in performing the work of this section with minimum (10) years approved by manufacturer.

1.8 WARRANTY

A. 20 –year welded aluminum frame warranty. Standard one year warranty applies to the rest of the door.

B. Finish Warranty:

1. 20-year warranty finish for anodized finishes.

Stone’s KIA 2 08 3601 Sectional Glass & Aluminum Overhead Doors

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Basis of Design: Arm-R-Lite Door Manufacturing Co. 1-800-554-5816.

B. Other approved manufacturers subject to compliance with the specifications: 1. Overhead Door Company 2. Wayne-Dalton Corporation 3. Raynor 4. CHI Overhead Doors

C. Requests for substitutions will be considered in accordance with provisions of Section 016000

2.2 GLAZED ALUMINUM SECTIONAL OVERHEAD DOORS

A. Glazed Sectional Overhead Doors:

1. Basis of Design: Titan Model by Arm-R-Lite Door Manufacturing Co., Incorporated. Units shall have the following characteristics:

2. Door Assembly: Stile and rail assembly secured with concealed heli-arch welds. Through rods, bolts, and self-tapping screw construction methods will not be accepted.

a. Panel Thickness: 1 ¾” inches b. Center Stile Width: 3 ⅜” inches c. End Stile Width:

1) 3 ⅜” inches d. Meeting Rail Width: 3 ⅜” wide per pair. e. Top Rail Width:

1) 4 ½” inches f. Bottom Rail Width:

1) 7 ½” inches g. Aluminum Panels:

1) 0.5 inch thick insulated aluminum h. Stiles and Rails to be constructed of 4-sided .075 - .085 Extruded 6063 -

T6 aluminum Alloy. 1) Energy Efficiency Package by Arm-R-Lite. Polyurethane

expanding foam filled insulated rails and stiles with water resistant feature

i. Springs: 1) 50,000 cycles.

j. Glazing: 1) 5/8” inch thick insulated Low-E

k. Finish and Color: 1) Anodized Finish: Black anodized – 20 Year Warranty

l. Hardware: All hinges and fixtures made of 14 gauge galvanized steel. Full floating, ball bearing rollers have hardened steel races, and roller sizes will be adequate for design requirements and limitations. Heavy-duty, fully adjustable roller brackets are attached to each end cap to provide an easy adjustment of the door to the job for proper seal. All hardware is heavy-duty and rust-resistant with galvanized fasteners. Heavy-duty rollers contain steel ball bearings in case-hardened steel races.

m. Lock: Interior galvanized single unit.

Stone’s KIA 3 08 3601 Sectional Glass & Aluminum Overhead Doors

n. Weatherstripping: 1) bottom section astragal. 2) Jamb seals. 3) Header seal.

o. Track: Provide track as recommended by manufacturer to suit loading required and clearances available.

1) High Lift Track – or as required to accommodate site conditions.

2.3 OPERATION

A. High Performance Electric Motor Operation: Provide Arm-R-Speed High performance electric operator. 18”-25” per second open close speed.

a. Electric sensing edge

b. Operator Controls: Push-button operated control stations with open, close, and stop buttons.

3.0 INSPECTION

A. Verify that wall openings are ready to receive work and opening dimensions and tolerances are within specified limits.

B. Beginning of installation means acceptance of existing surfaces.

3.1 PREPARATION

A. Prepare opening to permit correct installation of door unit.

3.2 INSTALLATION

A. Install door unit assembly in accordance with manufacturer’s instructions.

B. Anchor assembly to wall construction and building framing without distortion or stress

C. Secure tracks to structural members only.

D. Fit and align door assembly including hardware, level and plumb, to provide smooth operation.

E. Coordinate installation of sealant and backing materials at frame perimeter as specified in Division 7, JOINT SEALERS.

F. Install perimeter trim and closures.

3.3 TOLERANCES

A. Maintain dimensional tolerances and alignment with adjacent work.

B. Maximum variation from Plumb: 1/8 inch.

C. Maximum variation from Level: 1/8 inch.

D. Longitudinal or Diagonal Warp: Plus or minus 1/8 inch from 10 Ft. straight edge.

3.4 ADJUSTING

A. Adjust door assembly to smooth operation.

3.5 CLEANING

A. Clean doors, frames and glass.

B. Remove labels and visible markings.

END OF SECTION 08 3601

Stone’s KIA 1 09 6813 Carpet Tile

SECTION 09 6813 CARPET TILE

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Carpet tile.

1.2 RELATED SECTIONS

A. Section 03 3000 - Cast-in-Place Concrete.

B. Section 09 0503 Flooring Substrate Preparation.

1.3 SUBMITTALS

A. Submit under provisions of Section 01 3000 - Administrative Requirements.

B. Product Data: Manufacturer's data sheets on each product to be used, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods.

C. Verification Samples: For each finish product specified, two samples, representing actual product and finish.

D. Extra Stock: Submit extra stock equal to 2% of total installed.

1.4 QUALITY ASSURANCE

A. Manufacturer Qualifications: Minimum 5 year experience manufacturing similar products.

B. Installer Qualifications: Minimum 2 year experience installing similar products.

C. Performance: Fire performance meeting requirements of building code and local authorities.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Deliver and store products in manufacturer's unopened packaging bearing the brand name and manufacturer's identification until ready for installation.

B. Handling: Handle materials to avoid damage.

1.6 PROJECT CONDITIONS

A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's recommended limits.

Stone’s KIA 2 09 6813 Carpet Tile

1.7 SEQUENCING

A. Ensure that products of this section are supplied to affected trades in time to prevent interruption of construction progress.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. As identified in drawings, see sheet F1.1.

B. Substitutions: Not permitted.

2.2 MATERIALS

A. Carpet Tile: As identified in drawings, see sheet F1.1. 1. Installation Method: Partial glue-down. 2. Auxiliary Materials:

a. Edge guards. b. Adhesives, cements and fasteners. c. Leveling compound.

PART 3 EXECUTION

3.1 EXAMINATION

A. Do not begin installation until substrates have been properly prepared.

B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

3.2 PREPARATION

A. Clean surfaces thoroughly prior to installation.

B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

3.3 INSTALLATION

A. Install in accordance with manufacturer's instructions and in proper relationship with adjacent construction. Test for proper operation and adjust until satisfactory results are obtained.

B. Comply with recommendations of Carpet and Rug Institute 'Specifier's Handbook'.

3.4 PROTECTION

A. Protect installed products until completion of project.

B. Touch-up, repair or replace damaged products before Substantial Completion.

END OF SECTION

FROST Structural Engineering

1020 Lincoln Road Phone: 208.227.8404

Idaho Falls, ID 83401 Fax: 208.227.8405

www.frost-structural.com

Addendum No. :

Project :

Date: SEAL:

Project No. :

Reference: Instruction:

FSE

June 14, 2016

June 14, 2016

S2.0, S2.1,

S2.3, S2.4,

106/S3.0,

109/S3.0,

110/S3.1,

219/S4.1 &

221/S4.1

Shift steel columns in show room to accommodate 10" window

system (see architectural addendum sheets for more information).

See attached plan sheets and details for revisions

STRUCTURAL ADDENDUM

1

Stone's Kia

Service (Alternate #2) area window in east wall is 16' wide and not

20' as previously shown (see architectural addendum sheets for

more information). See attached plan sheets for revisions.

S2.0, S2.1, S2.3

& S2.4

IF16-034

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