DATE: MAY 30, 2019 PROJECT: USC-AIKEN MAIN ENTRY …purchasing.sc.edu/solicitations/Addendum_1 (002).pdf · PRE-BID CONFERENCE AGENDA MAIN ENTRY RENOVATIONS UNIVERSITY OF SOUTH CAROLINA

ADDENDUM #1 Z:\Active_Projects\2018 Projects\18-16 USC Aiken\18-16.06 USC-A Main Entry\ADMINISTRATION\(BD) Bid Documents\4 - Addenda\Addendum #1\Addendum #1.doc

ADDENDUM #1

Part 1 – Pre-Bid RFI Q & A:

1.101 RFI #1: Who will be doing inspections?

Response: Third party testing will be at the discretion of the Owner. 1.102 RFI #2: Who is responsible for inspection cost?

Response: The Owner will be responsible for the inspection cost. 1.103 RFI #3: Is temporary fencing a requirement?

Response: Temporary fencing is not required; however, the contractor will be required to keep the front entrance road and parking lot open and available to visitors.

1.104 RFI #4: What percent retainage will be held?

Response: The retainage to be held on this project is 3.5%.

1.105 RFI #5: Will electricity be available for construction?

Response: No, due to project location, contractor will be required to provide their own generator power.

1.106 RFI #6: Also, I cannot find columns as specified in section 6.2.1. Will treated no. one pine work

for the 6 x 6s and 2 x 6s?

Response: The species type should be “Bald Cyprus”, Cedar may be an option but at this point No 1. Treated pine will not be accepted.

Part 2 – Specifications:

1.201 Reference Bid Requirements, Invitation to Bid, second paragraph, Pre-Bid Conference. A. The following are made a part of the Contract Documents:

1. See attached “Sign-in Log” for attendance at Pre-bid Conference. 1.202 Reference Bid Requirements, SE-310 Invitation for Design-Bid-Build Construction Services.

A. Change Bid/submittal due date to 6/5/19 B. Change the bid due place to 1300 Pickens Street Columbia SC 29208 Conf. Rm 100B

DATE: MAY 30, 2019 PROJECT: USC-AIKEN MAIN ENTRY

University of South Carolina at Aiken Aiken, South Carolina PROJECT NUMBER: PROJECT FP0000210; 2KM #2018-16.06

2KM Architects, Inc. 529 Greene Street

Augusta, GA 30901 ph. 706.736-3333 fx. 706.736-7100

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Part 3 – Drawings:

1.301 Reference Drawing Set (See attached drawings): A. REPLACE the following drawings having an issue date of 05/30/2016:

1. G0.1 Index with revised G0.1 Index (see attached) 2. A1.0 Site Demolition & New Work Plan with revised A1.0 Site Demolition & New

Work Plan (see attached). 3. A1.1 Floor Plan & Elevations with A1.1 Floor Plan & Elevations (see attached).

a. Revised note identifying the pre-cast logo information. b. Revised note identifying the Sign lettering/Font information

4. A1.2 Sections & Details with revised A1.2 Sections & Details (see attached). a. Revised note identifying the pre-cast logo information. b. Revised note identifying the Sign lettering/Font information

5. A1.3 Sections & Details with revised A1.3 Sections & Details (see attached). a. Revised note identifying the pre-cast logo information.

END OF ADDENDUM #1

SUBMITTED BY: Christopher S. Lehi Christopher S. Lehi, ASHE, CSI Project Manager / Contract Administrator

APPROVED BY: Robert L. Mauldin Robert L. Mauldin, NCARB, AIA Principal Architect, GA-RA-005958

Enclosures: Pre-Bid Meeting Sign-in Sheet Pre-Bid Meeting Agenda SE-310 Invitation for Design-Bid-Build Construction Services Drawing ADDENDUM#1 - G0.1 Index Drawing ADDENDUM#1 - A0.1 Site Demolition & New Work Plan Drawing ADDENDUM#1 - A1.1 Floor Plan & Elevations

Drawing ADDENDUM#1 - A1.2 Sections & Details Drawing ADDENDUM#1 - A1.3 Sections & Details

PRE-BID CONFERENCE AGENDA MAIN ENTRY RENOVATIONS

UNIVERSITY OF SOUTH CAROLINA - AIKEN AIKEN, SOUTH CAROLINA

PROJECT NUMBER 2KM#: 2018-18.06 Date: May 21, 2019 Location: Penland Building, Room 106

471 University Parkway Aiken, SC 29801

Time: 10:00 A.m.

Z:\Active_Projects\2018 Projects\18-16 USC Aiken\18-16.06 USC-A Main Entry\ADMINISTRATION\(BD) Bid Documents\3 - Pre-Bid\Pre-Bid Agenda.doc

Attendees: (See sign-in sheet) 1. Sign-in:

a. Sign and provide contact information. b. Request all parties sign-in with Full Name, Title, Company Name, Phone Number, Fax

Number and E-mail. 2. Introductions:

a. A/E and Owner. b. Facility Representatives. c. All attendees.

3. General Project Overview:

a. Project & use. 1) Replace front entry monument sign and fencing

2) Limited demolition. 3) Landscaping TBD

c. Schedule:

1) Bid date: June 4, 2019 Time: 2:30 p.m. Location: USC Procurement, 1300 Pickens Street, Columbia , SC 29208,-

Conference Room 100C. 2) Construction Days: __ days.

d. Review unique conditions and constraints of the project, site, and specifications: 1) Parking / Loading. (Tight Area; Shared) Limited Parking on Site. Contractor to

coordinate with Owner. 2) This is an operating campus, front entry to the campus, visitors and staff may

access the drive for the duration of the project. a) Proper Behaviour & Attire is required.

5) See Alternates for: a) ALTERNATE NO. 1: Install LED spotlight to illuminate brass lettering. 4. Addendum #1:

a. Clarifications. b. Pre-bid Agenda and sign-in sheet.

c. Pre-Qualified Bidders per qualifications package submittal. 5. Open for questions. 7. Site tour. 8. Adjourn meeting.

2018 Edition

SE-310

SE-310 INVITATION FOR DESIGN-BID-BUILD CONSTRUCTION SERVICES

AGENCY/OWNER: University of South Carolina PROJECT NAME: USC Aiken Main Entry Renovations PROJECT NUMBER: FP00000210 PROJECT LOCATION: Aiken, SC DESCRIPTION OF PROJECT/SERVICES: Upgrade and refurbishment of Main Entry Sign, Small and Minority participation is strongly encouraged. BID/SUBMITTAL DUE DATE: 6/5/2019 CONSTRUCTION COST RANGE: $ 90,000 to $ 100,000 N/A PROJECT DELIVERY METHOD: Design-Bid-Build

BID SECURITY IS REQUIRED IN AN AMOUNT NOT LESS THAN 5% OF THE BASE BID. PERFORMANCE BOND REQUIRED? Yes No PAYMENT BOND REQUIRED? Yes No BIDDING DOCUMENTS/PLANS MAY BE OBTAINED FROM: (http://purchasing.sc.edu) PLAN DEPOSIT AMOUNT: $ 0.00 IS DEPOSIT REFUNDABLE Yes No N/A Bidders must obtain Bidding Documents/Plans from the above listed source(s) to be listed as an official plan holder. Bidders that rely on copies obtained from any other source do so at their own risk. All written communications with official plan holders & bidders will be via email or website posting. All questions & correspondence concerning this Invitation shall be addressed to the A/E.

A/E NAME: 2KM Architects A/E CONTACT: Robert L. Mauldin, Principal Architect A/E ADDRESS: Street/PO Box: 529 Greene St.

City: Augusta State: GA ZIP: 30901- EMAIL: [email protected] TELEPHONE: 706-736-3333

AGENCY PROJECT COORDINATOR: Hatice Hikmet ADDRESS: Street/PO Box: 1300 Pickens Street

City: Columbia State: SC ZIP: 29208- EMAIL: [email protected] TELEPHONE: 803-777-9994

PRE-BID CONFERENCE: Yes No MANDATORY ATTENDANCE: Yes No PRE-BID DATE: 5/21/2019 TIME: 10:00am PLACE: 471 University Parkway - Penland Bldg. Room 106, Aiken, SC 29801 BID DUE DATE: See Above TIME: 2:30pm PLACE: 1300 Pickens Street, Columbia, SC 29208 Conf. Rm. 100B BID DELIVERY ADDRESSES:

HAND-DELIVERY: MAIL SERVICE: Attn: Hatice Hikmet (BID ENCLOSED FP00000210) Attn: Hatice Hikmet (BID ENCLOSED FP00000210) 1300 Pickens Street 1300 Pickens Street Columbia, SC 29208 Columbia, SC 29208

IS PROJECT WITHIN AGENCY CONSTRUCTION CERTIFICATION? (Agency MUST check one) Yes No

APPROVED BY: DATE: (OSE Project Manager)

admin

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PROJECT LOCATION

KMARCHITECTS, INC.

REVISIONS:

DATE

DRAWING NO.

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529 GREENE ST. AUGUSTA, GA. 30901(706) 736 3333 - FAX (706) 736 7100

This document is property of 2KM Architects, Inc. The unauthorized reproduction, copying, or otherwise use of this document is strictly prohibited and any infringement thereupon may be subject to legal action

Copyright © 2018, 2KM Architects, Inc.

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USC AIKEN - MAINENTRY SIGNRENOVATION

UNIVERSITY OFSOUTH CAROLINA -

AIKEN

05/30/2019

G0.1RS

18-16.06

471 UNIVERSITY PARKWAY, AIKEN, SOUTHCAROLINA 29801

INDEX

CD

INDEX OF DRAWINGS

X

1 DRAWING TITLE

X WINDOW TYPE

109INTERIOR

EXTERIOR

SCALE:

ELEVATION SYMBOL

ELEVATION SYMBOL

SECTION SYMBOL

9'-0" A.F.F.

DOOR NUMBER

ROOM NAMEROOM NUMBER

DETAIL NUMBER

DETAIL NUMBERCROSS REFERENCE SHT #

DETAIL NUMBER

ELEVATION MARKER

CROSS REFERENCE SHT #DETAIL NUMBER

STORAGE2104A

CROSS REFERENCE SHT #

CROSS REFERENCE SHT #

DETAILSYMBOL

-

1A1.1

1A1.1

1A1.1

USC AIKEN - MAIN ENTRY SIGN RENOVATIONUNIVERSITY OF SOUTH CAROLINA - AIKEN471 UNIVERSITY PARKWAY, AIKEN, SOUTH CAROLINA 29801

G0.1 INDEX

ARCHITECTURAL

A0.1 SITE DEMOLITION & NEW WORK PLANA1.1 FLOOR PLAN & ELEVATIONSA1.2 SECTIONS & DETAILSA1.3 SECTIONS & DETAILS

PLAN NORTH

ARCHITECT:

2KM ARCHITECTS, INC.529 GREENE ST.PH. 706.736.3333FX. 706.736.7100EMAIL: [email protected]

ROBERT L. MAULDIN, NCARB, AIA

GENERAL LEGEND

KEY PLAN:

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2KM ARCHITECTS INCORPORATED

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AUGUSTA GEORGIANo. 05444

05/30/2019

A AMPERAGEA/C AIR CONDITIONERA.F.F. ABOVE FINISH FLOORALT. ALTERNATEAL. ALUMINUM@ ATA.T. ACOUSTICAL TILEAWG. AVERAGE WIRE GAUGEBD. BOARDBOT, B/ BOTTOMBRG. BEARINGBTUH BRITISH THERMAL

UNIT/ HOURB.W. BOTH WAYSCARP. CARPETCFM CUBIC FEET PER MINUTECJ. CONSTRUCTION JOINT

CENTER LINECL CLEARANCECONT. CONTINUOUSC.T. CERAMIC TILEDIA. DIAMETERDN DOWNDTL. DETAILE.C. ELECTRICAL CONDUITEF. EXHAUST FANEPT. ENAMEL PAINTE.W. EACH WAY

ABBREVIATIONS

E.S. EACH SIDEEWC ELECTRICAL WATER

COOLEREXP. EXPANSIONEXT. EXTERIORF.D. FLOOR DRAINFEC. FIRE EXTINGUISHER F.F.L. FINISH FLOOR LEVELFIN. FINISHFLR. FLOORFT. FOOTF.V. FIELD VERIFYG. GROUNDGA. GAUGEG.C. GENERAL

CONTRACTORGPDW GYPSUM DRYWALLGPM GALLONS PER MINUTEH/C HANDICAPH.M. HOLLOW METALH.P. HORSE POWERHVAC HEAT'G, VENT'G & AIR

COND.I.D. INSIDE DIAMETERINSUL. INSULATIONINT. INTERIORIN.W.C. INCHES OF WATER

COLUMNJT. JOINT

LGMF LIGHT GAUGE METAL FRAMING

M.O. MASONRY OPENINGM/R MOISTURE RESISTANT MTL METALNEC NATIONAL ELECTRICAL CODEO.A. OUTSIDE AIRO.C. ON CENTERO.D. OUTSIDE DIAMETERO.H. OVERHEADP POLEPCPL PORTLAND CEMENT PLASTERPL. PLATEPLAM PLASTIC LAMINATEPLYWD. PLYWOODP.T. PRESSURE TREATEDPVC. POLY VINYL CHLORIDEQ.T. QUARRY TILER. RADIUSR.C.P. REINFORCED CONCRETE PIPER.D. ROOF DRAINRDL. ROOF DRAIN LINEREF. REFERENCEREINF. REINFORCINGRPM. REVOLUTIONS PER MINUTES.C. SOLID CORES.H. SPRINKLER HEADSHT. SHEET

SIM. SIMILARS.P. STATIC PRESSURES.S. STAINLESS STEELSTD. STANDARDSTL. STEELSTR. STRUCTURALTEMP. TEMPEREDT/ TOPT/F TOP OF FOOTINGTHOLD. THRESHOLDT/J TOP OF JOISTTRANSL. TRANSLUCENTTYP. TYPICALU.N.O. UNLESS NOTED

OTHERWISEVCT VINYL

COMPOSITION TILE

W/ WITHW/O WITHOUTWD. WOODWM WATER METERW/P WATERPROOFWV WATER VALVEW.W.F. WELDED WIRE

FABRIC

CL

CAMPUS MAP

Date Description5/30/2019 ADDENDUM #1

OWNERS PROJECT NO:

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PENLAND HALL ENTRANCE

UNIVERSITY

EXISTING LIGHT FIXTURE TO BE REMOVED & TURNED OVER TO OWNER. CIRCUITS TO BE USED FOR NEW LIGHTSEXISTING LIGHT

FIXTURE TO REMAINEXISTING LIGHT FIXTURE TO REMAIN

EXISTING LIGHT FIXTURE TO REMAIN

EXISTING LIGHT FIXTURE TO REMAIN

DEMO EXISTING CONCRETE CAP AND PREP FOR NEW CONCRETE CAP



REMOVE & REPLACE LANDSCAPING UPON PROJECT COMPLETION

NOTE:CONTRACTOR TO ENGAGE A PRIVATE UTILITY LOCATING COMPANY TO VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION

SC

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PENLAND HALL ENTRANCE

NEW SIGNAGE, TYP. SEE SHEET A1.1 FOR LAYOUT

EXISTING EXISTING

UNIVERSITY

NEW CONCRETE CAP ON EXISTING BRICK PILASTER, SEE DETAIL 7/A1.2

EXISTING EXISTING 17'-4"

42'-

0"

42'-

0"

17'-4"



R/W

60'-

0"

NOTE:CONTRACTOR TO ENGAGE A PRIVATE UTILITY LOCATING COMPANY TO VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION

LEGEND:

EXISTING

TO BE DEMOLISHED

KMARCHITECTS, INC.

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SITE DEMOLITION &NEW WORK PLAN

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SCALE: 1" = 50'-0"1 DEMOLITION PLAN

SCALE: 1" = 50'-0"2 NEW WORK PLAN


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PLAN

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OWNERS PROJECT NO:

10'-0" 6'-0" 6'-0" 2'-0" 26'-0" 2'-0"

33' RADIUS BRICK

CAST STONE CAP, TYP.

REDIRECT WOOD FENCING

NEW SPOT LIGHT TO ILLUMINATE TOWER

ALTERNATE #1:SPOT LIGHT TO ILLUMINATE BRASS LETERING

3A1.1

12'-

4"

29'-10"12'-0"10'-0"

2'-0"

CONSTRUCTION JOINT CONSTRUCTION JOINT

NOTE:BRICK FACE FOR THIS SECTION CURVES TOWARD CIRCULAR DRIVE


RGB LED LIGHTING TO ILLUMINATE COLUMN WITH COLOR

3'-8

" 6'-0

"

4'-0

"8"

5'-4

"8"

7'-4

"

2'-8"27'-2"2'-8"9'-4"2'-8"7'-4"2'-8"

1'-8" 6'-0" 1'-8"

2'-0"

6'-0

"

5'-4

"

2'-0"

PRECAST CONCRETE LOGO PLATE PROVIDED BY CONTRACTOR. LOGO GRAPHICS COPY PROVIDED BY OWNER

LETTERING TO BE GLOSSY BRONZE, FONT TYPE ROCKWELL SIZE TO BE VERIFIED BY OWNER

10'-0"12'-0"29'-10"

CONSTRUCTION JOINT CONSTRUCTION JOINT


NOTE:BRICK FACE FOR THIS SECTION CURVES TOWARD CIRCULAR DRIVE


RGB LED LIGHTING TO ILLUMINATE COLUMN WITH COLOR

4'-0

"8"

5'-4

"8"

7'-4

"

5'-4

"

2'-8"7'-4"2'-8"9'-4"2'-8"27'-2"2'-8"

1'-8" 6'-0" 1'-8"

2'-0"2'-0"2'-0"


10'-0"6'-0"6'-0"2'-0"26'-0"2'-0"

33' RADIUS BRICK

CAST STONE CAP, TYP.

REDIRECT WOOD FENCING


ALTERNATE #1:SPOT LIGHT TO ILLUMINATE BRASS LETERING

2A1.1

12'-

4"

KMARCHITECTS, INC.

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FLOOR PLAN &ELEVATIONS

CD

SCALE: 1/8" = 1'-0"1 NEW SIGNAGE/FENCING PLAN

SCALE: 1/4" = 1'-0"A1.13 NEW SIGNAGE/FENCING RIGHT ENTRANCE ELEVATION

SCALE: 1/4" = 1'-0"A1.12 NEW SIGNAGE/FENCING LEFT ENTRANCE ELEVATION


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Polygon

admin

Polygon

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Polygon

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Polygon

SQUARE

8'-0"

SQUARE

5'-0"

(x24")

4'-4"

SQUARE

5'-0"

SQUARE

5'-0"

(x24" THIS SECTION)

24'-6"

SQUARE

5'-0"

1'-4

"

2'-0

"

13' RADIUS

HERRINGBONE BRICK PATTERN

4" CONCRETE HIP CAP @ 2:12 PITCHCONCRETE CAP TO MATCH FOUNDATION CONCRETE CAP

A1.23

A1.26

5A1.2

___________

A1.26

SIM



8'-0"

2X6 PRESSURE TREATED

2X6 PRESSURE TREATED FIXTURE TO BE "ENVIRONMENTAL LIGHTING FOR ARCHITECTURE" MED/11/SP/V5/40W LED/120/CG/DB/. INCLUDE SET DOWN TRANSFORMERS

CAULK

8" CONCRETE BLOCK FILL VOIDS W/ CONCRETE

CHEROKEE BRICK (AIKEN BRICK)

2" AIR SPACE

BULL NOSE HEADER

COVE HEADER

6x6 PRESSURE TREATED

ARCHITECTURAL PRECAST 5"x8" PIN TO CONCRETE W/ EPOXY ADHESIVE

#4 REBAR

HORIZ. JT. REINF. @ 16" O.C. HORIZ. W/ BRICK TIES, (1) PER 3 SF, TYP.

#4 REBAR EACH CELL, FILLED

THROUGH WALL FLASHING ALL SIDES

GRADE

FROST DEPTH

COMPACTED EARTH

2X6 PRESSURE TREATED, SEAL JOINT, TYP.

2'-0

"

6'-0"

5'-4"

4'-4"

10:12 PITCH1'

-10"

ARCHITECTURAL PRECAST 5"x8" PIN TO CONCRETE

#4 REBAR

8'-0"

14'-0" A.F.F

3'-9

"

BOND BEAM, KNOCK OUT TO ALLOW PASSAGE OF REINFORCING, TYP.

(2) #4 REBAR, TYP.

12" CONCRETE BLOCK FILL VOIDS W/ 3000 PSI CONCRETE

(10) #6 REBAR EACH WAY TOP & BOTTOM

1"

1"

TURN DOWN FLASHING 3/8"

DRIP EDGE

SBS

3/4" OSB

STANDING SEAM METAL ROOF TO MATCH PENLAND HALL

2X6 PRESSURE TREATED


1/2 LAP

CLIP ANCHOR,

A1.38

A1.37

STANDING SEAM METAL ROOF COLOR BROWN TO MATCH EXISTING ROOFS AROUND CAMPUS

PRESSURE TREATED WOOD PAINTED BLACK, TYP.

#4 REBAR @ 32" O.C. IN FILLED CELL


GRADE

FROST DEPTH

COMPACTED

1'-5"



BRICK TIES @ 16" O.C. H&V, TYP.

2" CAST STONE CONCRETE CAP

5'-2

"

A1.28

1'-5"

CHEROKEE BRICK (AIKEN BRICK)8" CONCRETE

BLOCK FILL VOIDS W/ CONCRETE

3'-0"

1'-0

"

(3) #5 REBAR CONT. 5'-0"

2" AIR SPACE

BULL NOSE HEADER

COVE HEADER

#4 REBAR IN FILLED CELL


GRADE

FROST DEPTH

COMPACTED EARTH

1'-0

"

2'-8"

1'-1

0"

4"4"

6'-0

"

12" CONC. BLOCK FILL VOIDS W/ CONC.


BRICK TIES @ 16" O.C. H&V, TYP.

CAST STONE CAPA1.27

2'-0"

2'-0

"

12" CONC. BLOCK FILL VOIDS W/ CONC. CHEROKEE BRICK

(AIKEN BRICK)

(5) #5 REBAR EACH WAY

2'-8"

2'-8

"

4"4"

CAST IN DRIP, TYP.

1"

2 1/

2"

2"

1'-6" 1"

KMARCHITECTS, INC.

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SECTIONS &DETAILS

CD

SCALE: 1/4" = 1'-0"1 SIGNAGE/FENCE DETAILS

SCALE: 1/2" = 1'-0"4 SECTION 1

SCALE: 1/2" = 1'-0"A1.32 SECTION 2

SCALE: 1/2" = 1'-0"A1.23 ENLARGED MAIN TOWER

SCALE: 1/2" = 1'-0"A1.25 SECTION 3

SCALE: 1/2" = 1'-0"A1.26 SECTION 4

SCALE: 1/2" = 1'-0"A1.27 CONCRETE CAP DETAIL

SCALE: 3" = 1'-0"A1.28 PRECAST CONCRETE WALL CAP


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Polygon

2" MinimumSide Cover

PLATE LINE

9A1.3

___________

3'-1

0"

1'-0" 3'-4" 1'-0"

1'-0

"

3'-1

0"

1"



2" AIR

#4

CHEROKEE BRICK IN HERRINGBONE PATTERN

HORIZ. JT. REINF. 16" O.C. VERT. W/ BRICK TIES (1) PER 3SF VENEER

EQEQ

EQ EQ


PRESSURE TREATED 2x6 (CONT.)

PRESSURE TREATED 6x6

PRESSURE TREATED 6x6

4'-4

"

4'-4"

2A1.2

___________



BRACING AS

PRESSURE TREATED 6x6 CONT.

PRESSURE TREATED WOOD


SIMPSON STRONG-TIE H6 (BLACK IN COLOR)

SIMPSON STRONG-TIE H2.5 (BLACK IN COLOR)


PRESSURE TREATED RAFTER

PRESSURE TREATED POST

SIMPSON STRONG-TIE PB66 (BLACK IN COLOR)

EMBED IN CONCRETE

1'-0"

3'-0

"

2'-0

"

PRESSURE TREATED POST

PRESSURE TREATED


SIMPSON STRONG-TIE HCP (BLACK IN COLOR)

KMARCHITECTS, INC.

REVISIONS:

DATE

DRAWING NO.

PRIN

TED

KEY




DRAWN BY

PROJECT NO.

PAPER

ISSUE

24"x36"

FOR

DRAWING TITLE

5/30

/201

9 9:

04:1

5 AM

Z:\

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.06

USC-A

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DRAW

ING

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CD

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n D

ocum

ents

\W.I

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8-16

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AIKEN

05/30/2019

A1.3Author

18-16.06


SECTIONS &DETAILS

CD

SCALE: 1/2" = 1'-0"A1.28 HERRINGBONE DETAIL

SCALE: 1" = 1'-0"A1.39 SECTION @ HERRINGBONE

SCALE: 1/2" = 1'-0"A1.27 LOGO INSERT DETAIL

SCALE: 1/4" = 1'-0"4 DETAIL D

SCALE: 1/2" = 1'-0"6 DETAIL F

SCALE: 1/2" = 1'-0"1 DETAIL A

SCALE: 1/4" = 1'-0"2 DETAIL B

SCALE: 3/4" = 1'-0"3 DETAIL C

SCALE: 1/4" = 1'-0"5 DETAIL E


O

STAT

E

USFO TH

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CAOL I NA



AUGUSTA, GEORGIA

B - 97046

O

STATE

USF O T HRC A

OLI NA

T

RI

E G

S HDE AR RE C

C TETI


05/30/2019

OWNERS PROJECT NO:

admin

Polygon