2-Exhibit I Plans Specs.pdf

ABBREVIATIONS

A

B

C

D

E

F

H

I

J

K

L

M

N

O

P

R

S

T

V

W

Q

G

T

A.C.

A.D.

A.H.U.

A.T.C.

A.T.

ARCH.

APPROX.

A.O.

AMP., A.

ALUM.

ALT.

A.F.F.

B.T.U.

BRK

BRG.

BOT.

BM.

BLK.

BLDG.

BD.

BAL.

CAB.

CAP.

C/B C.D.

CEM.

CER.

C.F.C.I.

C.F.M.

CIRC.

C.J.

CK'D

CIR

L, CL.

CEIL.

CL.

C.O.

COL.

CONC.

COND.

CONN.

CONST.

CONT.

CONTR. JT.

C.T.

C. TO C.

C

DET.

DIA.

DIFF.

DIM.

DISC.

D.J.

DN.

DR.

D.S.

DWG.(S)

EA.

E.C.

E.F.

EL.

ELEC.

EQUIP.

E.W.C.

EXH.

EXT.

EXIST.

F.A.

F.C.

F.D.

F.E.C.

FIN.

FL.

FT.

FTG.

FFE

F.E.

GA.

GAL.

GALV.

GL.

GND.

GOV'T

GPH

GPM

GR.

GWB

GYP.

H.

H.B.

H.C.

HT.

HM

H.P.

HR.

HTG.

HTR.

H.&V.

HW.

HYD.

I.D.

I.E.

IN.

INCAND.

INSUL.

INT.

J.B.

JCT.

JT.

KVA

KW

LB.,#

LG.

L.P.

LTG.

M.

MAINT.

MAX.

M.D.P.

MECH.

MTL.

MIN.

MISC.

M.O.

MTD.

MTG.

M.V.

M.G.T.

N.A.

N.I.C.

NO.

O.A.

O.C.

O.D.

OH.

OPNG.

OPP.

O.S.B.

PART.

PER.

L, PL.

PLBG.

PLYW'D

PNL.

PRESS.

PSF

PSI

P.T.

PTD.

QTR.

QUAN.

R.

R.A.

RAD.

RD.

REC'D.

RECIRC.

RECP.

REINF.

REQ.

RET.

R.G.

RM.

R.P.M.

T.

TEL.

TEMP.

THK.

THD.

TOIL.

TYP.

VCT

VENT.

VERT.

VTR

W/

WD.

WF

W.G.

WP.

S.A.

SCH.

SECT.

SERV.

SHT.

S.J.

SQ. FT.

ST.

STOR.

STRUCT.

SUSP.

SW.

S.

SIM.

P

O.H.

MAT.

PR.

SPEC.

SLR.

STN.

O.S.D.

O.F.E.

O.F.C.I.

O.F.O.I.

OWNER FURNISHED/

E.I.F.S.

STL.

MFR.

E.J.

M.B. T.B.

S.S. STAINLESS STEEL

BR

CG

C.M.U.

AIR CONDITIONED

AREA DRAIN

AIR HANDLING UN

ABOVE FINISHED FLOOR

ALTERNATE

ALUMINUM

AMPERES

ACCESS OPENING

APPROXIMATELY

ARCHITECTURAL

ASPHALT TILE

ACOUSTIC TILE CEILING

BALANCE

BOARD

BUILDING

BLANK

BEAM

BOTTOM

BUMPER RAIL

BEARING

BRICK

BRITISH THERMAL UNIT

CABINET

CAPACITY

CIRCUIT BREAKER

CEILING DIFFUSER

CEMENT

CERAMIC

CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CUBIC FEET/MINUTE

CORNER GUARD

CIRCULATING

CONTROL JOINT

CHECKERED

CIRCUIT

CENTER LINE

CEILING

CLOSET

CONCRETE MASONRY

UNIT

CLEAN OUT

COLUMN

CONCRETE

CONDENSATE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTION JOINT

CERAMIC TILE

CENTER TO CENTER

DETAIL

DIAMETER

DIFFUSER

DIMENSION

DISCONNECT

DUMMY JOINT

DOWN

DRAIN

DOWN SPOUT

DRAWING(S)

EACH

EMPTY CONDUIT

EXHAUST FAN

EXTERIOR INSULATION

AND FINISHING SYSTEM

ELEVATION

ELECTRIC

EQUIPMENT

ELECTRIC WATER COOLER

EXHAUST

EXPANSION JOINT

EXTERIOR

EXISTING

FIRE ALARM

FLEXIBLE CONNECTION

FLOOR DRAIN

FIRE EXTINGUISHER

FIRE EXTINGUISHER

CABINET

FINISH

FLOOR

FOOT, FEET

FOOTING

ELEVATION

FINISHED FLOOR

GAGE

GALLON

GALVANIZED

GLASS

GROUND

GOVERNMENT

GALLONS/HOUR

GRILLE

GALLONS/MINUTE

GYPSUM WALL BOARD

GYPSUM

HIGH

HOSE BIBB

HOLLOW CORE

HEIGHT

HOLLOW METAL

HORSE POWER

HOUR

HEATING

HEATER

HARDWARE

HYDRANT

INSIDE DIAMETER

INVERT ELEVATION

INCHES

INCANDESCENT

INSULATION

INTERIOR

W.W.F. WELDED WIRE FABRIC

WEATHERPROOF

WATER GAGE

WIDE FLANGE

WOOD

WITH

VENT THRU ROOF

VERTICAL

VENTILATION

NYL COMPOSITE TILE

TYPICAL

TOILET

THRESHOLD

THICKNESS

TEMPERATURE

TELEPHONE

TACK BOARD

TOILET

SWITCH

SUSPENDED

STRUCTURAL

STONE

STORAGE

STEEL

STAINED

SQUARE FEET

SEALER

SPECIFICATIONS

SLIP JOINT

SIMILAR

SHEET

SERVICE

SECTION

SCHEDULE

SUPPLY AIR

SUPPLY

REVOLUTIONS/MINUTE

ROOM

RETURN GRILLE

RETURN

REQUIRED

REINFORCING

RECEPTACLE

RECIRCULATING

RECESSED

ROOF DRAIN

RADIUS

RETURN AIR

RISER

QUANTITY

QUARTER

PAINTED

PRESSURE TREATED

POUNDS/SQUARE INCH

POUNDS/SQUARE FOOT

PRESSURE

PAIR

PANEL

PLYWOOD

PLUMBING

PLATE

PERIMETER

PARTITION

OPEN SIGHT DRAIN

ORIENTED STRANDBOARD

OPPOSITE

OPENING

OVERHEAD

OPPOSITE HAND

OWNER INSTALLED

OWNER FURNISHED/

CONTRACTOR INSTALLED

OUTSIDE DIAMETER

ON CENTER

OUTDOOR AIR

NUMBER

NOT IN CONTRACT

NOT APPLICABLE

MATT GLAZE TILE

MECHANICAL VENTILATION

MOUNTING

MOUNTED

MASONRY OPENING

MISCELLANEOUS

MINIMUM

METAL

MANUFACTURER

MECHANICAL

MAIN DISTRIBUTION PANEL

MARKER BOARD

MAXIMUM

MATERIAL

MAINTENANCE

MOTOR

LIGHTING

LIGHTING PANEL

LONG

POUND

KILOWATT

KILOVOLT AMPERE

JOINT

JUNCTION

JUNCTION BOX

VENTILATING

HEATING AND

EQUIPMENT

OWNER FURNISHED

U.N.O UNLESS NOTED OTHERWISE

MATERIALS LEGEND

BRICK (SEE PLANS AND DETAILS

FOR ALTERNATE CONFIGURATIONS)

CONCRETE

GROUT, MORTAR, SAND

EARTH

COMPACTED SOIL

CMU (SEE PLANS AND DETAILS

FOR ALTERNATE CONFIGURATIONS

ROUGH LUMBER (DISCONTINUOUS

ROUGH LUMBER (CONTINUOUS)

BLOCKING)

FINISH WOOD

ALUMINUM

FERROUS METALS - STEEL

POROUS FILL

GLAZING

GYPSUM WALLBOARD

(LARGE SCALE)

PLYWOOD

RIGID INSULATION

ACOUSTIC TILE

CARPET

BATT INSULATION

PROJECT TEAM

NAME OF PROJECT: TOWN OF HILTON HEAD ISLAND - OLD SCHOOLHOUSE PARK TOILET FACILITY

ADDRESS: 152 WILLIAM HILTON PARKWAY

HILTON HEAD ISLAND, SOUTH CAROLINA, 29926

DISCIPLINE DESIGNER CONTACT PHONE NUMBER

ARCHITECT HORD COPLAN MACHT BARRY H. TAYLOR, AIA, LEED 843-785-2199

STRUCTURAL ENGINEER SHEARLOCK ENGINEERING JAKE EAVENSON, PE 843-473-8767

PLUMBING ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER CDDC RYAN M. YOCCO, PE 843-384-4731

OWNER CONTACT: NEAL EIKE, SENIOR PROJECT MANAGER, TOWN OF HILTON HEAD ISLAND

ISLANDS ENGINEERING CARL QUANTE, PE 912-356-9036

ISLANDS ENGINEERING CARL QUANTE, PE 912-356-9036

CIVIL ENGINEER STURRE ENGINEERING NATHAN STURRE, PE 843-929-9432

GENERAL NOTES

1. DO NOT SCALE DRAWINGS. USE DIMENSIONS INDICATED ON DRAWINGS FOR LAYOUT OF WORK.

2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LISTED BUILDING CODES AND WITH THE MOST

STRINGENT BEING ENFORCED WHERE A CONFLICT ARISES.

3. THE HOURS AND DAYS OF OPERATION SHALL CONFORM TO OWNER'S REQUIREMENTS. VERIFY WITH

OWNER.

4. THE SCHEDULING OF WORK WHICH PRODUCES EXCESSIVE NOISE OR VIBRATION SHALL BE

SHCEDULED WITH THE OWNER'S REPRESENTATIVE. THE OWNER'S REPRESENTATIVE SHALL

DEFINE THE TERM "EXCESSIVE".

5. THE GENERAL CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT IN WRITING

IMMEDIATELY UPON DISCOVERY OF CONDITIONS WHICH ARE IN CONFLICT WITH CONTRACT

DOCUMENTS.

ABBREVIATIONS SYMBOLS

ELEVATION INDICATOR

SECTION MARK

DOOR INDICATOR

EXTERIOR ELEVATION MARK

ELEVATION NUMBER

SHEET NUMBER

SHEET NUMBER

SECTION NUMBER

DIRECTION OF VIEW

NAME

ELEVATION

SIM

A-101

REF

REF

R

E F

R E

FA101

MATERIALS LEGEND

Table 5.6-2. BASIC CODE REVIEW INFORMATION

B. Municipality and/or County Where Project is Located:

C. Jurisdiction for:

(Provide the name of the applicable authority)

1. Site Work:

3. Water:

4. Sewer:

1.2. Is Project in a Flood Plain? Yes No

If building is a mixed occupancy per IBC 302.3, indicate the additional occupancy groups present:

3 Type of Construction (per IBC Chapter 6):

(All site information is required if project affects the site or if site information is necessary for design purposes. All floodplain information is required even if project does not affect site and is not in flood plain.

1.1 Total Area of Project Site (in acres):

5. Zoning: Land Use Zone:

A. Flood Map Information: Community No.: Panel No.:

B. Flood Zone: Base Flood Elevation (BFE):

1.3. Is Project in Wetlands Area? Yes No

(per IBC Chapter 3)

1 Site Development

2 Occupancy

A. Construction Classification:

B. Is the building construction protected or unprotected

C. Is the building construction of combustible or noncombustible materials

A. Occupancy Classification: Group:

B. Additional Occupancy Classification(s) Group:

2. Fire Department: Project in Fire District? Yes No

Table 5.6-6: Fire Resistance Rating of Building Elements

Building Element

Structural Frame Including Columns, Girders and Trusses (per IBC Table 601)

Bearing Walls, Exterior (per IBC Table 601)

C. Building Lowest Floor Elev.:

A. Total Area of Project Site that will be Disturbed/Developed :

Project Designed in Accordance With:

1. International Building Code, 2021 Edition with SC Modifications

2. International Energy Conservation Code, 2009 Edition

3. International Fire Code, 2021 Edition with SC Modifications

4. International Plumbing Code, 2021 Edition with SC Modifications

5. National Electrical Code, NFPA 70, 2020 Edition with SC Modifications

6. ICC/ANSI-A117.1-2017, Accessible and Usable Buildings and Facilities

7. NFPA 101 Life Safety Code, 2012 Edition

N/A

0 0

N/A

Hilton Head Island, SC

Hilton Head Island, SC

Hilton Head Island, SC

N/A

N/A

N/A

N/A

N/A

N/A

Utility & Accessory U

N/A

Unprotected

Combustible

N/A

N/A

Type VB

Hilton Head PSD

Less than 1/4 Acre

PR - Parks & Recreation

X

Hilton Head PSD

Rating As Designed (in hours)

Rating As Required (in hours)

Testing Agency & Design Number (UL, FM, etc.)

Bearing Walls, Interior (per IBC Table 601)

Non-bearing Walls & Partitions, Exterior (per IBC Table 601)

Non-bearing Walls & Partitions, Interior (per IBC Table 601)

Floor Construction, Including Supporting Beams & Joists (per IBC Table 601)

Roof Construction, Including Supporting Beams & Joists (per IBC Table 601)

Fire Walls (per IBC Table 705.4)

Fire Barriers (per IBC Table 706.3.9)

Shaft Enclosures (per IBC Section 707

Fire Partitions (per IBC Section 708

Parks & Recreation

X and X-Shaded 11.0'

TBD' MSL

X

BASIC CODE INFORMATION

VICINITY MAP

LIST OF DRAWINGS

GI-100 GENERAL INFORMATION

S300 FOUNDATION DETAILS

PLUMBING

P1.0 PLUMBING WATER/SEWER PLAN, SCHEDULES

STRUCTURAL

MECHANICAL

M1.0 MECHANICAL HVAC PLAN AND SCHEDULES

ELECTRICAL

E-001 ELECTRICAL NOTES AND SCHEDULES

E-100 ELECTRICAL PLANS AND DETAILS

S100 STRUCTURAL NOTES

GI-110 PROJECT NOTES AND SPECIFICATIONS

S200 FOUNDATION PLAN

AE-101 PLANS

AE-301 SECTIONS / DETAILS

ARCHITECTURAL

C-1 TITLE SHEET

AE-601 DOOR SCHEDULE & DETAILS

AI-201 INTERIOR ELEVATION / FINISH SCHEDULE

C-2 GENERAL NOTES & LEGEND

CIVIL

AE-201 BUILDING ELEVATIONS & SECTIONS

E-200 ELECTRICAL SITE PLAN

C-3 EXISTING CONDITIONS

C-4 DEMOLITION & SWPP PLAN

C-5 SWPPP DETAILS

C-6 SWPPP DETAILS

AS-101 ARCHITECTURAL SITE PLAN

C-7 SITE IMPROVEMENTS PLAN

C-8 GRADING & DRAINAGE PLAN

C-9 UTILITY PLAN

C-10 CIVIL DETAILS

C-11 UTILITY DETAILS

C-12 UTILITY DETAILS

S400 STRUCTURAL DETAILS

T H

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Drawing

DATE DESCRIPTION∆

T H

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ARCHITECT

Project Number:

Drawn By:

Checked By:

© Hord Coplan Macht, Inc.

A

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1 2 3 4 5

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Barry H. Taylor, AIA

GI-001

GENERAL

INFORMATION

W ill ia m

H ilt on P ar kw ay

H ilt on H ea d

Is la nd , S ou th

C ar ol in a, O ld

S ch o o lh o u se

P ar k T o ile t F ac ili ty

T ow n of

H ilt on H ea d

Is la nd

CIVIL ENGINEER

1536 Fording Island Road

STRUCTURAL ENGINEER

110 Traders Cross, Second Floor

MECHANICAL AND PLUMBING ENGINEER

110 Holcomb Street

STURRE ENGINEERING

SHEARLOCK ENGINEERING

ISLANDS ENGINEERING

Hilton Head Island, SC 29926

Okatie, SC 29909

Savannah, GA 31406

843.929.9432

843.473.8767

912.356.9035

224253.00 dns bht

Issue Date

AUGUST 18, 2025

ELECTRICAL ENGINEER

P.O. Box 2869

CDDC

Bluffton, SC 29910

843.384.4731

Town of Hilton Head Island

OLD SCHOOLHOUSE PARK

TOILET FACILITY

ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

10 PALMETTO BUSINESS PARK

HILTON HEAD ISLAND, SC 29928

843.785.2199

HORD COPLAN MACHT

11/15/2024 Town Pre-Application Submittal

3/31/2025 Town DPR Application

8/18/2025 Issued for Permitting/Construction

PROJECT NOTES

CONTRACTOR / SUB-CONTRACTOR NOTES:

1. ALL TRADES SHALL CROSS REFERENCE ALL CONSTRUCTION

DOCUMENTS FOR COORDINATION AND SCOPE OF WORK.

2. ALL CONTRACTORS ARE TO COMPLY WITH ALL LOCAL AND STATE

CODES AND ORDINANCES.

3. REFER TO THE TOWN OF HILTON HEAD ISLAND'S BIDDING

DOCUMENTS FOR RESPONSIBILITY OF FEES / PERMITS ASSOCIATED

WITH TRADES FOR COMPLETION OF WORK OUTLINED.

GENERAL NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL

APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES AND /

OR REGULATIONS.

ALL WORK SHALL BE DONE IN A MANNER CONSISTENT WITH THE

HIGHEST STANDARDS OF THE RESPECTIVE TRADES.

THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE

HIMSELF WITH THE EXISTING CONDITIONS BEFORE BIDDING /

PRICING.

THE CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS BEFORE

PROCEEDING WITH THE WORK. IN THE EVENT OF A DISCREPANCY,

THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY.

THE CONTRACTOR SHALL ABIDE BY ALL REQUIREMENTS OF THE

OWNER WITH THE RESPECT TO CONSTRUCTION SCHEDULING,

COORDINATION, TEMPORARY CONSTRUCTION UTILITIES, ETC.

ALL MATERIALS, PRODUCTS AND UNITS SHALL BE INSTALLED PER

MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS.

OWNER SHALL BE NOTIFIED IMMEDIATELY OF ANY

DISCREPANCIES.

INSTALLATION OF ALL MATERIALS AND/OR UNITS TO BE SELECTED

OR SUPPLIED BY OWNER SHALL BE SCHEDULED AND

COORDINATED BY THE CONTRACTOR TO MAINTAIN THE

CONSTRUCTION SCHEDULE PRIOR TO THE COMMENCEMENT OF

THE WORK.

ALL FINISH PAINT SHALL BE APPLIED OVER A COMPATIBLE

FACTORY OR FIELD APPLIED PRIMER.

THE CONTRACTOR SHALL PROTECT ALL EXISTING AND ADJACENT

AREAS AT ALL TIMES DURING CONSTRUCTION. ANY AREA

DAMAGED OR AFFECTED BY CONSTRUCTION SHALL BE PATCHED,

REPAIRED, OR REPLACED AS REQUIRED TO MATCH EXISTING OR

ADJACENT AREAS AT THE CONTRACTOR'S EXPENSE.

THE CONTRACTOR SHALL NOT DISRUPT THE BUILDING OR

OPERATION WITHOUT PRIOR SCHEDULING AND APPROVAL FROM

THE OWNER'S REPRESENTATIVE.

THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR ANY

DEVIATION FROM THE FINAL CONSTRUCTION DOCUMENTS, NO

MATTER WHAT THE CAUSE, UNLESS A WRITTEN DIRECTIVE IS

GIVEN BY THE ARCHITECT.

IF CONFLICT OCCURS ON THESE CONSTRUCTION DOCUMENTS,

THE CONTRACTOR SHALL PRICE THE HIGHER QUALITY AND / OR

QUANTITY. THE CONTRACTOR SHALL ALSO CONTACT THE

OWNER'S REPRESENTATIVE FOR CLARIFICATION BEFORE

SUBMITTING HIS BID.

ALL WORK THAT IS EITHER IMPLIED OR REASONABLY INFERRED BY

THE CONTRACT DOCUMENTS SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR.

ALL WORK PERFORMED SHALL INCLUDE ALL APPURTENANCES

AND APPARATUS NORMALLY DEEMED TO BE PART OF A COMPLETE

PACKAGE WITHIN THE DEFINITION OF NORMAL INDUSTRY

STANDARDS.

ALL PLAN DIMENSIONS FOR NEW WORK ARE TO FACE OF STUDS

UNLESS NOTED OTHERWISE. ALL PLAN DIMENSIONS TO EXISTING

CONSTRUCTION ARE TO FACE OF GYPSUM BOARD UNLESS NOTED

OTHERWISE. ALL FINAL DIMENSIONS AND LAYOUT SHALL BE

VERIFIED WITH AND APPROVED BY THE OWNER AS REQUIRED

BEFORE PROCEEDING WITH THE WORK.

ALL PERMITS, INSPECTIONS AND APPROVALS SHALL BE SECURED

BY THE CONTRACTOR IN COORDINATION WITH THE OWNER.

THE CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS

BLOCKING AND BRACING AS REQUIRED.

NEITHER THE ARCHITECT NOR THE OWNER ASSUMES

RESPONSIBILITY FOR CONSTRUCTION MEANS AND METHODS,

MATERIALS, TECHNIQUES, PROCEDURES, SEQUENCES OR

SCHEDULING IN CONNECTION WITH THE WORK.

IN THE EVENT OF NOTE DIRECTION OR MATERIAL SPECIFICATION

CONFLICT IN THESE DOCUMENTS CONTACT THE OWNER'S

REPRESENTATIVE.

THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE

MATERIAL ON A DAILY BASIS AND KEEP THE JOB SITE AND ALL

EGRESS EXIT PATHWAYS BROOM CLEAN AT ALL TIMES. ALL

WASTE MATERIAL SHALL BE DISPOSED OF PROPERLY.

GENERAL RESPONSIBILITY NOTES:

1.

2.

3.

4.

ALL CONTRACTORS ARE RESPONSIBILE TO REVIEW ALL NOTES ON

THIS SHEET. THESE ARE STANDARD MATERIAL AND METHODS FOR

CONSTRUCTION.

GENERAL CONTRACTOR IS RESPONSIBLE FOR FINAL GENERAL

CLEANING PRIOR TO TURN OVER TO OWNER'S REPRESENTATIVE.

GENERAL CONTRACTOR IS TO CONTACT OWNER'S

REPRESENTATIVE FOR FINAL INSPECTION.

ALL CONTRACTORS ARE TO PROTECT ALL FINISH MATERIALS,

WHEN APPLYING PAINT OR ANY MATERIAL. GENERAL

CONTRACTOR IS RESPONSIBLE FOR ALL SUBS AND SUB

CONTRACTORS ARE RESPONSIBLE FOR ALL CLEANUP COSTS TO

REPAIR MATERIAL TO ORIGINAL CONDITION.

GENERAL CONTRACTOR IS RESPONSIBLE FOR CONTACTING

OWNER'S REPRESENTATIVE FOR FINAL WALK THRU, PUNCH LIST

AND COMPLIANCE VERIFICATION PRIOR TO OWNER OCCUPANY

AND FINAL TURNOVER.

FINISH NOTES:

1. INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH IBC

803.9 INTERIOR FINISH REQUIREMENTS BASED ON GROUP.

INTERIOR WALL AND CEILING FINISH SHALL HAVE A FLAME SPREAD

INDEX NOT GREATER THAN THAT SPECIFIED IN TABLE 803.11 FOR

THE GROUP AND LOCATION DESIGNATED. INTERIOR WALL AND

CEILING FINISH MATERIALS TESTED IN ACCORDANCE WITH NFPA

286 AND MEETING THE ACCEPTANCE CRITERIA OF SECTION

803.1.2.1 SHALL BE PERMITTED TO BE USED WHERE A CLASS A

CLASSIFICATION IN ACCORDANCE WITH ASTM E 84 IS REQUIRED.

HARDWARE NOTES:

1.

2.

3.

4.

5.

6.

HARDWARE LOCK KEYING - HARDWARE SUPPLIER TO PROVIDE

LOCK SCHEDULE KEY DIAGRAM AND HAVE A REPRESENTATIVE GO

OVER BUILDING KEYING DIRECTLY WITH OWNER'S

REPRESENTATIVE. KEYS TO BE HANDED DIRECTLY TO OWNER'S

REPRESENTATIVE.

FINAL CORES TO BE COORDINATED WITH OWNER'S

REPRESENTATIVE.

ALL HARDWARE TO BE AMERICAN WITH DISABILITIES ACT (ADA)

COMPLIANT.

HARDWARE SUPPLIER TO PROVIDE DOOR STOPS AT ALL DOORS

(I.E. WALL STOP, HINGE STOP, FLOOR STOP, OR OVERHEAD).

THESE STOPS TO BE PROVIDED IN THIS ORDER WITH WALL STOPS

AS THE PREFERRED APPLICATION.

AT NEW DOORS, DOOR HARDWARE MANUFACTURER AND TRIM IS

TO MATCH OWNER SELECTED MANUFACTURER, TRIM STYLE, AND

FINISH.

HARDWARE FOR DOORS THAT ARE TO RECEIVE PASSAGE,

STORAGE, OR PRIVACY SETS IS TO BE DETERMINED BY THE

OWNER'S REPRESENTATIVE.

GENERAL REQUIREMENTS:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

THE CONSTRUCTION DOCUMENTS ARE INTENDED TO GIVE A

DESCRIPTION OF THE WORK. NO DEVIATION FROM THE

CONSTRUCTION DOCUMENTS SHALL BE MADE WITHOUT THE

WRITTEN CONSENT OF THE ARCHITECT. THE CONTRACTOR IS TO

CLARIFY ANY DISCREPENCIES WITH THE OWNER PRIOR TO

BEGINNING WORK. THE CONTRACTOR SHALL VISIT THE SITE TO

VERIFY EXISTING CONDITIONS AND ACCESS TO THE WORK AREA.

THE CONTRACTOR HAS THE SOLE RESPONSIBILITY FOR AND SHALL

HAVE CONTROL OF CONSTRUCTION MEANS, METHODS,

TECHNIQUES, SEQUENCES, AND SAFETY PRECAUTIONS AND

PROCEDURES USED TO CONSTRUCT THE WORK.

THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS

(INCLUDING TAXES) AND EQUIPMENT AS NECESSARY TO

COMPLETE THE WORK. PERMITS SHALL BE OBTAINED AND PAID

FOR AS DIRECTED BY THE OWNER.

THE CONTRACTOR SHALL FURNISH TEMPORARY BRACING OF ALL

BUILDING ELEMENTS DURING CONSTRUCTION. TEMPORARY

BRACING SYSTEMS SHALL BE DESIGNED TO WITHSTAND CODE

DESIGN LOADS. CONTRACTOR SHALL RETAIN SERVICES OF A

PROFESSIONAL ENGINEER TO DESIGN AND SUPERVISE BRACING

INSTALLATION IF THEY DO NOT HAVE THE EXPERTISE REQUIRED.

ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES,

ORDINANCES AND REGULATIONS, INCLUDING THE REQUIREMENTS

OF THE AMERICANS WITH DISABILITIES ACT (ADA) ARE MADE PART

OF THESE SPECIFICATIONS AND SHALL BE COMPLED WITH BY THE

CONTRACTOR.

IN AS MUCH AS THE SPECIFICATIONS ARE BRIEF, THE

CONTRACTOR SHALL PROVIDE WORKMANSHIP THAT IS NEAT,

SECURE, AND OF THE BEST QUALITY WITH THE BEST POSSIBLE

APPEARANCE AND UTILITY. FAULTY WORK SHALL BE REPAIRED OR

REPLACED AT NO COST TO THE OWNER. INDUSTRY STANDARDS

SHALL BE USED AS THE GUIDE FOR QUALITY OF MATERIALS AND

WORKMANSHIP.

REFERENCE TO MATERIALS OR SYSTEMS HEREIN BY NAME, MAKE

OR CATALOG NUMBER IS INTENDED TO ESTABLISH A QUALITY

STANDARD, AND TO NOT LIMIT COMPETITION. THE WORDS "OR

APPROVED EQUAL" ARE IMPLIED FOLLOWING EACH BRAND NAME/

MODEL NUMBER UNLESS STATED OTHERWISE. "OR APPROVED

EQUAL" MATERIALS SHALL BE APPROVED BY THE OWNER.

THE CONTRACTOR SHALL OBTAIN THE OWNER'S APPROVAL OF THE

CONSTRUCTION SCHEDULE PRIOR TO PROCEEDING WITH THE

WORK.

THE CONTRACTOR SHALL PROVIDE COMPETENT ON-SITE

SUPERVISION, AND KEEP BROOM CLEAN THE CONSTRUCTION SITE.

THE CONTRACTOR SHALL PROVIDE DUMPSTERS FOR REFUSE

DISPOSAL.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY ON

SITE AND PROTECTION OF SITE PER LOCAL, STATE AND FEDERAL

REQUIREMENTS.

THE CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND

MATERIALS FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL

COMPLETION OF THE PROJECT. FURNISH MANUFACTURER'S

WRITTEN WARRANTIES TO OWNER FOR SPECIFIED EQUIPMENT

STATING EFFECTIVE WARRANTY DATE.

SEALANTS:

CAULK AROUND ALL DOORS AND VENT OPENINGS, WHERE DIFFERENT

MATERIALS MEET, JOINTS, COUNTERTOPS, DOOR FRAMES, ETC. AND AS

REQUIRED FOR A WATERTIGHT CONNECTION. CAULK TO BE INSTALLED

AFTER FINISH IS APPLIED TO SURFACES PER MANUFACTURER'S

REQUIREMENTS.

DOORS AND FRAMES:

1.

2.

3.

4.

5.

6.

7.

8.

FURNISH AND INSTALL ALL DOOR ASSEMBLIES AS INDICATED ON

THE DRAWINGS ALONG WITH ALL HARDWARE INDICATED AND THAT

MAY BE REQUIRED FOR A COMPLETE INSTALLATION.

ALL DOORS SHALL OPERATE SMOOTHLY WITHOUT BIND AND BE

INSTALLED PLUMB AND TRUE.

ALL HARDWARE SHALL FIT PROPERLY AND BE ADJUSTED AS

REQUIRED FOR SMOOTH OPERATION.

ALL LOCKSETS SHALL BE LEVER TYPE AS REQUIRED TO MEET

REQUIREMENTS OF ADA AND ANSI A117.1.

ALL OTHER HARDWARE SHALL MEET REQUIREMENTS OF ADA AND

ANSI A117.1.

ALL EXIT DOORS SHALL BE EQUIPED WITH LEVER TYPE HARDWARE

OPERABLE FROM THE INSIDE WITHOUT THE USE OF A LATCH, KEY

OR BOLT.

CONTRACTOR TO COORDINATE KEYING SCHEDULE WITH OWNER'S

REPRESENTATIVE.

ALL DOOR HARDWARE TO BE APPROVED BY OWNER'S

REPRESENTATIVE FOR THE TYPE AND FINISH EXCEPT AS

REQUIRED TO MEET ADA AND ANSI A117.1 REQUIREMENTS.

GYPSUM BOARD

FINISHES - GENERAL:

1.

2.

3.

4.

PROVIDE AND INSTALL ALL FINISHES AS INDICATED ON THE

DRAWINGS.

INSTALL ALL MATERIALS PER MANUFACTURER'S

RECOMMENDATIONS AND SPECIFICATIONS.

"FINISH" INSTALLER SHALL INSPECT SUBSURFACE AND PREPARE

AS PER MANUFACTURER'S SPECIFICATION PRIOR TO INSTALLATION

OF PRODUCT.

ALL FINISHES SHALL MEET ALL CODE REQUIREMENTS AND

REGULATIONS INCLUDING FLAME SPREAD AND SMOKE

DEVELOPMENT.

PAINTING:

1.

2.

3.

4.

5.

6.

FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND

SCAFFOLDING REQUIRED FOR COMPLETING SURFACE

PREPARATION, PAINTING, FINISHING AND RELATED ITEMS.

EXCESS MATERIALS, CONTAINERS, AND OTHER ITEMS NECESSARY

FOR THE COMPLETION OF THE WORK MUST BE DISPOSED OF IN A

MANNER THAT MEETS OR EXCEEDS THE STRICTEST LAWS

GOVERNING THE PROJECT'S MUNICIPALITY AND/OR STATE. THE

PAINTING CONTRACTOR IS RESPONSIBLE FOR COMPLETE

ADHERENCE TO ALL DISPOSAL REGULATIONS.

PAINT ALL EXPOSED MISCELLANEOUS ITEMS, FINISHED OR

UNFINISHED (EXCLUDING HVAC RETURN AIR GRILLES, CONDUIT,

ETC.) TO MATCH ADJOINING WALL SURFACES.

VERIFY THAT PAINT IS COMPATIBLE WITH PRIMER OF SHOP PRIMED

SURFACES. NOTIFY OWNER'S REPRESENTATIVE IF THERE ARE ANY

COMPATIBILITY ISSUES.

CONTRACTOR SHALL KEEP EMPTY CONTAINERS ON THE PROJECT

SITE UNTILL ALL PRODUCTS ARE VERIFIED AS TO COLOR AND/OR

SHEEN. THE CONTRACTOR SHALL LEAVE THE OWNER ALL OPENED

PAINT CONTAINERS.

PAINT FOR INTERIOR ITEMS:

a. CONCRETE FLOOR SEALER SUBSTRATES, TRAFFIC

SURFACES

i. SHERWIN-WILLIAMS H&C LOW VOC CONCRETE

SEALER CLEAR GLOSS SOLVENT-BASED

1. FIRST COAT: INTERIOR/EXTERIOR CLEAR

CONCRETE FLOOR SEALER

2. TOP COAT: INTERIOR/EXTERIOR CLEAR

CONCRETE FLOOR SEALER

b. CONCRETE MASONRY UNITS SUBSTRATES:

i. LATEX OVER BLOCK FILLER SYSTEM:

1. BLOCK FILLER. LATEX BLOCK FILLER

2. INTERMEDIATE COAT: LATEX, MATCHING

TOP COAT

3. TOPCOAT: INSTITUTIONAL LOW-ODOR/

VOC LATEX SEMI-GLOSS

7.

8.

9.

10.

11.

12.

13.

c. DRYWALL FINISH: SEMI-GLOSS

i. 1 COAT S-W PREPRITE 200 LATEX PRIMER B28

SERIES (4 MILS WET, 1.2 MILS DRY)

ii. 2 COATS S-W PROMAR 200 INTERIOR LATEX

SEMI-GLOSS B31 SERIES (4 MILS WET, 1.3 MILS

DRY/COAT)

d. NEW WOOD, STAINED:

i. 1 COAT S-W WOOD CLASSICS INTERIOR OIL, STAIN

A49 SERIES

ii. 1 COAT S-W WOOD CLASSICS POLYURETHANE

GLOSS VARNISH A67V1

iii. 1 COAT S-W CLASSIC POLYURETHANE SATIN

VARNISH A67 SERIES (4 MILS WET, 1.4 MILS DRY /

COAT)

e. NEW WOOD, PAINTED:

i. 1 COAT S-W PREPRITE CLASSIC INTERIOR LATEX

PRIMER B28 SERIES (4 MILS WET, 1.6 MILS DRY)

ii. 2 COATS S-W DURATION HOME LATEX SATIN B97

SERIES (4 MILS WET, 1.5 MILS DRY / COAT)

f. FERROUS METAL (PRIMED, BRUSH/ROLLER) DOORS, FRAMES, HANDRAILS, MISC METALS, ETC.: ACRYLIC

i. 1 COAT S-W DTM ACRYLIC SEMI-GLOSS PRIMER/

FINISH B66W192.5 (4 MILS DRY / COAT)

ii. 2 COATS S-W DTM ACRYLIC SEMI-GLOSS PRIMER/

FINISH B66W12.5 (4 MILS DRY / COAT)

g. FERROUS METAL (PRIMER, SPRAYED) ALL EXPOSED

STRUCTURAL STEEL AND EXPOSED MECHANICAL /

ELECTRICAL ITEMS: ACRYLIC

i. 1 COAT S-W DTM ACRYLIC PRIMER/ FINISH

B66W12.5 (4 MILS DRY / COAT)

ii. 1-2 COATS S-W SUPER SAVE-LITE HI-TEC DRYFALL

B48 SERIES (6 MILS WET, 3 MILS DRY)

REMOVE AND PROTECT ALL HARDWARE, HARDWARE

ACCESSORIES, MACHINED SURFACES, PLATES, LIGHTING

FIXTURES, SPRINKLER HEADS AND SIMILAR ITEMS THAT ARE NOT

TO BE PAINTED BUT REQUIRE PROTECTION FROM THE PAINTING

PROCESS. RE-INSTALL SAME AFTER COMPLETION OF PAINTING.

MASK OFF ALL NAMEPLATES, EQUIPMENT IDENTIFICATION AND

SIMILAR ITEMS. REMOVAL AND REINSTALLATION OF ITEMS IS TO BE

DONE BY CONTRACTOR SKILLED IN SUCH WORK.

SEAL TOPS, BOTTOMS AND CUTOUTS OF UNPRIMED DOORS WITH A

HEAVY COAT OF SEALER IMMEDIATELY UPON DELIVERY TO THE

PROJECT SITE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER

PREPARATION OF ALL SURFACES PRIOR TO THE PAINTING

INSTALLATION.

THE FINISHED PROJECT SHALL HAVE A CONSISTENT, SMOOTH

APPEARANCE OF THE SPECIFIED LUSTER.

APPLY PAINT AND STAIN PER MANUFACTURER'S TEMPRATURE AND

HUMIDITY REQUIREMENTS.

COMPLETED WORK SHALL BE FREE FROM DEFECTS AND FLAWS.

ALL PAINT COLORS AND PAINT SHEENS ARE TO BE SELECTED BY

OWNER'S REPRESENTATIVE.

SIGNAGE:

1.

2.

3.

4.

5.

6.

7.

ALL SIGNAGE SHALL MEET THE REQUIREMENTS OF THE ADA AND

ANSI.

FURNISH AND INSTALL SIGNAGE PER LOCAL, STATE AND FEDERAL

CODES.

WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS

AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT

TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL

SPACE ON THE LATCH SIDE OF THE DOOR, SIGNS SHALL BE

PLACED ON THE NEAREST ADJACENT WALL.

RAISED CHARACTERS SHALL BE 48" MINIMUM ABOVE THE FLOOR,

MEASURED TO THE BASELINE OF THE LOWEST RAISED

CHARACTER, AND 60" MAXIMUM ABOVE THE FLOOR MEASURED TO

THE BASELINE OF THE HIGHEST RAISED CHARACTER.

WHERE A SIGN CONTAINING RAISED CHARACTERS AND BRAILLE IS

PROVIDED AT A DOOR, THE SIGN SHALL BE ALONGSIDE THE DOOR

AT THE LATCH SIDE. WHERE A SIGN CONTAINING RAISED

CHARACTERS AND BRAILLE IS PROVIDED AT DOUBLE DOORS WITH

ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE

LEAF. WHERE A SIGN CONTAINING RAISED CHARACTERS AND

BRAILLE IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE

LEAVES, THE SIGN SHALL BE TO THE RIGHT OF THE RIGHT-HAND

DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF

A SINGLE DOOR, OR TO THE RIGHT SIDE OF DOUBLE DOORS, SIGNS

SHALL BE ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING

RAISED CHARACTERS AND BRAILLE SHALL BE LOCATED SO THAT

THE CLEAR FLOOR AREA 18 INCHES MINIMUM BY 18 INCHES

MINIMUM CENTERED ON THE RAISED CHARACTERS IS PROVIDED

BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED

POSITION AND 45 DEGREE OPEN POSITION.

BRAILLE SHALL LBE 48 INCHES MINIMUM AND 48 INCHES MAXIMUM

ABOVE THE FLOOR MEASURED TO THE BASELINE OF THE BRAILLE

CELLS.

COORDINATE SIGNAGE TO BE INSTALLED WITH OWNER'S

REPRESENTATIVE.

STANDING SEAM METAL ROOF PANELS:

1.

2.

3.

4.

5.

6.

7.

PROVIDE METAL ROOF PANELS AND RELATED ROOFING MATERIALS

DESIGNED TO MEET ALL APPLICABLE BUILDING CODES WIND LOAD

REQUIREMENTS FOR THE SPECIFIC PROJECT LOCATION. ROOF

SYSTEM SHALL BE DESIGNED TO MEET UL CLASS 90 WIND UPLIFT

IN ACCORDANCE WITH UL STANDARD 580 AND PANEL SYSTEM

SHALL BE ASTM 1592 TESTED AND APPROVED. THE ROOF SYSTEM

SHALL BE SUPPORTED BY ASCE 7 "STAMPED/SEALED" BY A SOUTH

CAROLINA REGISTERED ENGINEER AND PROVIDE INDEPENDENT

ENGINEERING CALCULATIONS FROM THE ROOFING SYSTEM

MANUFACTURER TO SUPPORT THE APPLICABLE ZONE 1, ZONE 2

AND ZONE 3 LOADS FOR THIS PARTICULAR PROJECT LOCATION.

EXTRAPOLATIONS WILL NOT BE ALLOWED IN THESE

CALCULATIONS, ONLY INTERPOLATIONS BY THE ENGINEER TO

ILLUSTRATE THE CLIP LAYOUT FOR EACH ZONE LISTED ABOVE.

WARRANTY: THE MANUFACTURER SHALL WARRANT FOR TWENTY

(20) YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE

WORK RELATED TO THIS SECTION, THAT THE WORK IS NOT

DEFECTIVE IN WORKMANSHIP OR MATERIAL, AND THAT THE ROOF

PANELS WILL BE ADEQUATE TO PREVENT LEAKS.

a. PROVIDE MANUFACTURER'S WARRANTY FOR

WEATHERTIGHTNESS OF ROOFING SYSTEMS, INCLUDING

AGREEMENT TO REPAIR OR REPLACE ROOFING THAT FAILS

TO KEEP OUT WATER WITHIN THE SPECIFIED WARRANTY

PERIOD AS NOTED FROM DATE OF SUBSTANTIAL

COMPLETION.

b. WRITTEN TWENTY (20) YEAR FINISH WARRANTY

(COASTAL PROJECT SITE APPLICATION).

BASIS-OF-DESIGN: ROOF PANELS: SPAN-CLAD PANEL SYSTEM,

MANUFACTURED BY PETERSEN ALUMINUM CORPORATION,

WWW.PAC-CLAD.COM.

a. PANEL DESIGN: ROOF PANELS SHALL BE STANDING

SEAM IN 12" WIDTHS WITH +/-2" HIGH SEAM

b. PANEL COLOR: ZINC

c. PANEL GAGE: MINIMUM 0.032" ALUMINUM GAGE

THICKNESS.

d. TEXTURE: SMOOTH

e. LENGTH: FULL LENGTH OF ROOF SLOPE, WITHOUT

LAPPED HORIZONTAL JOINTS.

f. WIDTH: MAXIMUM PANEL COVERAGE OF 12 INCHES.

g. FINISH: KYNAR 500 OR HYLAR 5000 FLUROCARBON

COATING WITH A TOP SIDE FILM THICKNESS OF 0.70 TO 0.90

MIL OVER 0.25 TO 0.31 MIL PRIME COAT TO PROVIDE A

TOTAL DRY FILM THICKNESS OF 0.95 TO 1.25 MIL. BOTTOM

SIDE SHALL BE COATED WITH A PRIMER WITH A DRY FILM

THICKNESS OF 0.25 MIL.

OTHER ACCEPTABLE MANUFACTURERS EQUAL TO BASIS-OF-

DESIGN:

a. ATAS INTERNATIONAL, INC

b. BERRIDGE MANUFACTURING COMPANY

c. METAL-SPAN, A DIVISION OF NCI GROUP, INC.

DECK BOARD: AS RECOMMENDED BY METAL ROOFING

MANUFACTURER - SEE ALSO STRUCTURAL SPECIFICATIONS.

ROOFING UNDERLAYMENT: AS RECOMMENDED BY METAL ROOFING

MANUFACTURER.

ACCESSORIES:

a. MISCELLANEOUS SHEET METAL ITEMS: PROVIDE

FLASHINGS, GUTTERS, DOWNSPOUTS, TRIM, MOLDINGS,

CLOSURE STRIPS, PREFORMED CRICKETS, CAPS, AND

EQUIPMENT CURBS OF THE SAME MATERIAL, THICKNESS

AND FINISH AS USED FOR THE ROOFING PANELS. ITEMS

COMPLETELY CONCEALED AFTER INSTALLATION MAY

OPTIONALLY BE MADE OF STAINLESS STEEL.

i. DOWNSPOUTS: OPEN FACE, RECTANGULAR

PROFILE

b. RIB AND RIDGE CLOSURES: PROVIDE PREFABRICATED, CLOSE-FITTING COMPONENTS OF STEEL WITH

CORROSION RESISTANT FINISH OR CLOSED-CELL

SYNTHETIC RUBBER, NEOPRENE, OR PVC.

c. SEALANTS:

i. EXPOSED SEALANT: ELASTOMERIC, SILICONE, POLYURETHANE, OR SILYL-TERMINATED

POLYETHER/POLYURETHANE

ii. CONCEALED SEALANT: NON-CURING BUTLY

SEALANT OR TAPE SEALANT

iii. SEAM SEALANT: FACTORY-APPLIED, NON-

SKINNING, NON-DRYING TYPE

GUTTERS AND DOWNSPOUTS:

1.

2.

3.

4.

5.

6.

7.

GUTTERS: SMACNA (ASMM), ALUMINUM, RECTANGULAR PROFILE.

DOWNSPOUTS: ALUMINUM, RECTANGULAR PROFILE.

GUTTERS AND DOWNSPOUTS: SIZE FOR RAINFALL INTENSITY

DETERMINED BY A STORM OCCURENCE OF 1 IN 10 YEARS IN

ACCORDANCE WITH SMACNA (ASMM).

ACCESSORIES: PROFILED TO SUIT GUTTERS AND DOWNSPOUTS.

a. ANCHORAGE DEVICES: IN ACCORDANCE WITH SMACNA

(ASMM) REQUIREMENTS.

b. GUTTER SUPPORTS: BRACKETS.

c. DOWNSPOUT SUPPORTS: BRACKETS.

COLOR: TO BE SELECTED BY OWNER FROM MANUFACTURER'S

FULL RANGE.

SPLASH PADS: PRECAST CONCRETE TYPE, OF SIZE AND PROFILES

INDICATED; MINIMUM 3000 PSI AT (28) DAYS WITH MINIMUM (5)

PERCENT AIR ENTRAINMENT.

SEAL METAL JOINTS.

1.

2.

3.

4.

5.

6.

7.

8.

APPLICATION: CEILING SHEATHING, UNLESS OTHERWISE

INDICATED.

MOLD RESISTANCE: SCORE OF 10, WHEN TESTED IN

ACCORDANCE WITH ASTM D3273.

GLASS MAT FACED SHEATHING: GLASS MAT FACED GYPSUM

SUBSTRATE AS DEFINED IN ASTM C1177/C1177M.

CORE TYPE: REGULAR.

REGULAR BOARD THICKNESS: 1/2 INCH

EDGES: SQUARE.

GLASS MAT FACED PRODUCTS - USE ONE OF THE FOLLOWING:

a. AMERICAN GYPSUM COMPANY: M-GLASS EXTERIOR

SHEATHING

b. CERTAINTEED CORPORATION: GLASROC 1/2"

EXTERIOR SHEATHING

c GEORGIA-PACIFIC GYPSUM: DENSGLASS SHEATHING

FINISH EXTERIOR SHEATHING BY EMBEDDING 2" WIDE

FIBERGLASS MESH TAPE IN 90 MINUTE GYPSUM SETTING TYPE

JOINT COMPOUND OVER ALL JOINTS. UPON SETTING, APPLY A

SKIM COAT OF SETTING COMPOUND OVER THE PANELS TO

ACHIEVE A UNIFORM, SMOOTH FINISH OVER THE ENTIRE AREA.

PRIME WITH EXTERIOR GRADE PRIMER AND FINISH WITH TWO

COATS OF EXTERIOR GRADE PAINT.

FIBER CEMENT SIDING:

1.

2.

3.

4.

LAP SIDING: INDIVIDUAL HORIZONTAL BOARDS MADE OF CEMENT

AND CELLULOSE FIBER FORMED UNDER HIGH PRESSURE WITH

INTEGRAL SURFACE TEXTURE, CONFORMING TO ASTM C1186, TYPE

A, GRADE II; WITH MACHINED EDGES FOR NAIL ATTACHMENT.

BASIS-OF-DESIGN: JAMES HARDIE BUILDING PRODUCTS, INC.;

HARDIEPLANK LAP SIDING, SELECT CEDARMILL

a. STYLE: STANDARD LAP STYLE

b. LENGTH: 12 FEET NOMINAL

c. WIDTH (HEIGHT): 7-1/4 INCHES (6 INCH EXPOSURE)

d. THICKNESS: 5/16 INCH, NOMINAL

e. FINISH: FACTORY APPLIED FINISH

f. WARRANTY: 30 YEAR LIMITED

OTHER ACCEPTABLE MANUFACTURERS EQUAL TO HARDIPLANK

LAP SIDING, CEDARMILL:

a. ALLURA, A DIVISION OF PLYCEM USA, INC.

b. NICHIHA USA, INC.

ACCESSORIES:

a. FURRING STRIPS: GALVANIZED METAL MEMBERS

b. STARTER STRIPS: PROVIDE STARTER STRIPS AND

OTHER ITEMS AS RECOMMENDED BY MANUFACTURER FOR

BUILDING CONFIGURATION AND TYPE OF SIDING.

c. TRIM: SAME MATERIAL AS SIDING WITH SMOOTH FINISH

d. FASTENERS: GALVANIZED FOR COASTAL ZONE

APPLICATION AND AS RECOMMENDED BY SIDING

MANUFACTURER.

i. SCREWS FOR ACCESSORIES: STAINLESS STEEL

e. SEALANT: ELASTOMERIC, POLYURETHANE OR SILYL-

TERMINATED POLYETHER/POLYURETHANE, AND CAPABLE

OF BEING PAINTED.

f. FINISH PAINT: PAINT ACCEPTABLE TO SIDING

MANUFACTURER; PRIMER RECOMMENDED BY PAINT

MANUFACTURER FOR TOUCH-UP TO PRE-PRIMED

MATERIAL.

PORTLAND CEMENT PLASTER:

1.

2.

3.

4.

PRODUCTS:

a. PORTLAND CEMENT, AGGREGATES, AND OTHER

MATERIALS: IN ACCORDANCE WITH ASTM C926

b. PREMIXED BASE COAT: BASIS OF DESIGN - FLORIDA

STUCCO CORPORATION OR APPROVED EQUAL

c. PREMIXED FINISH COAT: BASIS OF DESIGN - FLORIDA

STUCCO CORPORATION OR APPROVED EQUAL

i. COLOR TO MATCH OWNER'S SAMPLE

ii. TABBY APPLICATION WITH 50 PERCENT #1

OYSTER SHELL AND 50 PERCENT #2 OYSTER SHELL

d. AGGREGATE: NATURAL SAND AS NEEDED FOR

APPLICATION

e. WATER: CLEAN, FRESH, POTABLE AND FREE OF

MINERAL OR ORGANIC MATTER THAT COULD ADVERSELY

AFFECT PLASTER.

METAL LATH:

a. BEADS, SCREEDS, AND JOINT ACCESSORIES AS

RECOMMENDED BY PORTLAND CEMENT PLASTER

MANUFACTURER

b. INSTALL METAL LATH OVER WATERPROOF MEMBRANE

AS RQUIRED BY WATERPROOF MEMBRANE

MANUFACTURER.

PLASTER MIXES:

a. OVER SOLID BASES: TWO COAT APPLICATION, MIXED

AND PROPORTIONED IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS.

b. PREMIXED PLASTER MATERIALS: MIX IN ACCORDANCE

WITH MANUFACTURER'S INSTRUCTIONS.

c. MIX ONLY AS MUCH PLASTER AS CAN BE USED PRIOR TO

INITIAL SET.

d. MIX MATERIALS DRY, TO UNIFORM COLOR AND

CONSISTENCY, BEFORE ADDING WATER.

e. PROTECT MIXTURES FROM FREEZING, FROST, CONTAMINATION, AND EXCESSIVE EVAPORATION.

f. DO NOT RETEMPER MIXES AFTER INITIAL SET HAS

OCCURED.

PLASTERING:

a. INSTALL STUCCO LATCH OVER WATERPROOF

MEMBRANE AS REQUIRED BY WATERPROOF MEMBRANE

MANUFACTUER. PROVIDE PROTECTIVE BOARD IF

REQUIRED BY WATERPROOF MEMBRANE MANUFACTURER.

b. APPLY PREMIXED PLASTER IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS.

c. APPLY PLASTER IN ACCORDANCE WITH ASTM C926

d. TWO COAT APPLICATION:

1. APPLY FIRST COAT TO NOMINAL THICKNESS OF

3/8 INCH

2. APPLY FINISH COAT TO NOMINAL THICKNESS OF

1/8 INCH.

e. MOIST CURE BASE COATS.

f. AFTER CURING, DAMPEN PREVIOUS COAT PRIOR TO

APPLYING FINISH COAT.

g. AVOID EXCESSIVE WORKING OF SURFACE. DELAY

TROWELING AS LONG AS POSSIBLE TO AVOID DRAWING

EXCESS FINES TO SURFACE.

h. AGGREGATE / OYSTER SHELL SURFACE: HAND APPLY

TO FULL SURFACE COVERAGE.

i. MOIST CURE FINISH COAT FOR MINIMUM PERIOD OF 48

HOURS.

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Project Number:

Drawn By:

Checked By:

© Hord Coplan Macht, Inc.

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Barry H. Taylor, AIA

GI-110

PROJECT NOTES AND

SPECIFICATIONS

W ill ia m

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C ar ol in a, O ld

S ch o o lh o u se

P ar k T o ile t F ac ili ty

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Is la nd

CIVIL ENGINEER

1536 Fording Island Road

STRUCTURAL ENGINEER

110 Traders Cross, Second Floor

MECHANICAL AND PLUMBING ENGINEER

110 Holcomb Street

STURRE ENGINEERING

SHEARLOCK ENGINEERING

ISLANDS ENGINEERING

Hilton Head Island, SC 29926

Okatie, SC 29909

Savannah, GA 31406

843.929.9432

843.473.8767

912.356.9035

224253.00 dns bht

Issue Date

AUGUST 18, 2025

ELECTRICAL ENGINEER

P.O. Box 2869

CDDC

Bluffton, SC 29910

843.384.4731

ARCHITECTURE

LANDSCAPE ARCHITECTURE

PLANNING

INTERIOR DESIGN

10 PALMETTO BUSINESS PARK

HILTON HEAD ISLAND, SC 29928

843.785.2199

HORD COPLAN MACHT

Map data (c) OpenStreetMap contributors, Microsoft, Facebook, Google, Esri Community Maps contributors, Map layer by Esri Powered by Esri

C-1

SHEET NO.

SHEET NAME

TITLE SHEET

DATE 07/16/2025

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Sheet List Table Sheet No. Sheet Title

C-1 TITLE SHEET

C-4 DEMOLITION & SWPP PLAN

C-3 EXISTING CONDITIONS

VICINITY MAP

SITE

C-2 GENERAL NOTES & LEGEND

PROJECT:

OLD SCHOOLHOUSE PARK

TOILET FACILITY

PREPARED FOR:

TOWN OF HILTON HEAD

ENGINEER OF RECORD

NATHAN STURRE, P.E.

SC PE# 40266

PO Box 2227

Bluffton, SC 29910 843.929.9432

HORIZ. DATUM:

STATE PLANE, NAD83

VERT. DATUM: NAVD88

SURVEYOR

JEREMY REEDER

ATLAS SURVEYING, INC.

SC PLS#28139

168 BOARDWALK DRIVE, STE A

RIDGELAND, SC 29936

843.645.9277

C-5 SWPPP DETAILS

C-6 SWPPP DETAILS

C-7 SITE IMPROVEMENTS PLAN

C-8 GRADING & DRAINAGE PLAN

C-9 UTILITY PLAN

C-10

C-11 UTILITY DETAILS

C-12 UTILITY DETAILS

PERMIT PLANS FOR

OLD SCHOOLHOUSE PARK

TOILET FACILITY

HILTON HEAD ISLAND, SC

PARCEL R511 007 000 0070 0000

EXISTING LAND USE: MUNICIPAL

FUTURE LAND USE: MUNICIPAL

152 WILLIAM HILTON PARKWAY

HILTON HEAD ISLAND, SOUTH CAROLINA 29926

HORIZONTAL DATUM IS BASED OFF

STATE PLANE COORDINATES NAD83.

VERTICAL DATUM IS NAVD88.

LATITUDE: 32°21'55.26"N

LONGITUDE: 80°75'07.28"W

TOWN OF HILTON HEAD ISLAND

PHONE: (843) 341-4600

1 TOWN CENTER COURT

HILTON HEAD ISLAND, SC 29928

PROPERTY OWNER / DEVELOPER

CIVIL DETAILS

7/16/2025

C-2

SHEET NO.

SHEET NAME

GENERAL NOTES & LEGEND

DATE

ENGINEER OF RECORD

NATHAN STURRE, P.E.

SC PE# 40266

PO Box 2227

Bluffton, SC 29910 843.929.9432

HORIZ. DATUM:

STATE PLANE, NAD83

VERT. DATUM: NAVD88

K

L

M

N

O

P

R

S

T

U

V

W

07/16/2025

PROJECT DATA:

UTILITIES:

PROJECT:

OLD SCHOOLHOUSE PARK

TOILET FACILITY

PREPARED FOR:

TOWN OF HILTON HEAD

SURVEYOR

JEREMY REEDER

ATLAS SURVEYING, INC.

SC PLS#28139

168 BOARDWALK DRIVE, STE A

RIDGELAND, SC 29936

843.645.9277

WILLIAM HILTON PARKWAY

U.S. HIGHWAY 278 R/W VARIES

N/F

KENNETH & MARGARETE JAMES

N/F

TUAN Q. NGUYEN

N/F

TOWN OF HILTON HEAD ISLAND

N/F

HEIRS OF HENRY SIMMONS

N/F

THE TOWN OF

HILTON HEAD ISLAND

N/F

DANIEL FRAZIER IV

N/F

HILTON HEAD CO INC.

PICKLEBALL

COURT

BASKETBALL

COURT

WILLIAM HILTON PARKWAY

U.S. HIGHWAY 278 R/W VARIES

N/F

TOWN OF HILTON HEAD ISLAND

N/F

BEAUFORT COUNTY

PICKLEBALL

COURT

EXISTING 1" WATER

HOSE BIBB

APPROXIMATE LINE OF

EXISTING TREE LINE

EXISTING

PARKING LOT

PROPERTY LINE

PROPERTY LINE

EXISTING CONCRETE SIDEWALK

C-3

EXISTING CONDITIONS

HORIZONTAL SCALE 1" = 40'

PLAN

SHEET NO.

SHEET NAME

DATE

ENGINEER OF RECORD

NATHAN STURRE, P.E.

SC PE# 40266

PO Box 2227

Bluffton, SC 29910 843.929.9432

HORIZ. DATUM:

STATE PLANE, NAD83

VERT. DATUM: NAVD88

07/16/2025

PROJECT:

OLD SCHOOLHOUSE PARK

TOILET FACILITY

PREPARED FOR:

TOWN OF HILTON HEAD

SURVEYOR

JEREMY REEDER

ATLAS SURVEYING, INC.

SC PLS#28139

168 BOARDWALK DRIVE, STE A

RIDGELAND, SC 29936

N/F

TOWN OF HILTON HEAD ISLAND

N/F

DANIEL FRAZIER IV

PICKLEBALL

COURT

N/F

TOWN OF HILTON HEAD ISLAND

PICKLEBALL

COURT

EXISTING 1" WATER

HOSE BIBB

APPROXIMATE LINE OF

EXISTING TREE LINE

EXISTING

PARKING LOT

PERTY LINE

EXISTING CONCRETE SIDEWALK

C-4

DEMOLITION &

SWPP PLAN

HORIZONTAL SCALE 1" = 20'

PLAN

SHEET NO.

SHEET NAME

DATE

ENGINEER OF RECORD

NATHAN STURRE, P.E.

SC PE# 40266

PO Box 2227

Bluffton, SC 29910 843.929.9432

HORIZ. DATUM:

STATE PLANE, NAD83

VERT. DATUM: NAVD88

07/16/2025

PROJECT:

OLD SCHOOLHOUSE PARK

TOILET FACILITY

PREPARED FOR:

TOWN OF HILTON HEAD

SURVEYOR

JEREMY REEDER

ATLAS SURVEYING, INC.

SC PLS#28139

168 BOARDWALK DRIVE, STE A

RIDGELAND, SC 29936

C-5

SWPPP DETAILS

SHEET NO.

SHEET NAME

DATE

ENGINEER OF RECORD

NATHAN STURRE, P.E.

SC PE# 40266

PO Box 2227

Bluffton, SC 29910 843.929.9432

HORIZ. DATUM:

STATE PLANE, NAD83

VERT. DATUM: NAVD88

07/16/2025

PROJECT:

OLD SCHOOLHOUSE PARK

TOILET FACILITY

PREPARED FOR:

TOWN OF HILTON HEAD

SURVEYOR

JEREMY REEDER

ATLAS SURVEYING, INC.

SC PLS#28139

168 BOARDWALK DRIVE, STE A

RIDGELAND, SC 29936

843.645.9277

FLAT-BOTTOM TRENCH DETAIL

V-SHAPED TRENCH DETAIL

SILT FENCE INSTALLATION

STANDARD DRAWING NO.

South Carolina Department of Health and Environmental Control

PLAN SYMBOL

DATE

South Carolina Department of Health and Environmental Control

DATE

STRAW BALES OR ABOVE GROUND

CONCRETE WASHOUT

SOUTH CAROLINA DEPARTMENT OF PUBLIC HEALTH

STANDARD DRAWING NO. RC-07 [PAGE 1]

SECTION B-B

PLAN

B B

STRAW BALE BARRIER CONCRETE WASHOUT

NOTES

CONCRETE WASHOUT SIGN DETAIL

CONCRETE

WASHOUT

TEMPORARY STOCKPILE

South Carolina Department of Health and Environmental Control

DATE

TEMPORARY STOCKPILE AREA

TREE PROTECTION FENCE DETAIL

N.T.S.

SPECIMEN TREE PROTECTION FENCE DETAIL

N.T.S.

South Carolina Department of Health and Environmental Control

PLAN SYMBOL

DATE

South Carolina Department of Health and Environmental Control

CONSTRUCTION ENTRANCE

DATE

C-6

SWPPP DETAILS

SHEET NO.

SHEET NAME

DATE

ENGINEER OF RECORD

NATHAN STURRE, P.E.

SC PE# 40266

PO Box 2227

Bluffton, SC 29910 843.929.9432

HORIZ. DATUM:

STATE PLANE, NAD83

VERT. DATUM: NAVD88

07/16/2025

PROJECT:

OLD SCHOOLHOUSE PARK

TOILET FACILITY

PREPARED FOR:

TOWN OF HILTON HEAD

SURVEYOR

JEREMY REEDER

ATLAS SURVEYING, INC.

SC PLS#28139

168 BOARDWALK DRIVE, STE A

RIDGELAND, SC 29936

N/F

TOWN OF HILTON HEAD ISLAND

N/F

DANIEL FRAZIER IV

PICKLEBALL

COURT

N/F

TOWN OF HILTON HEAD ISLAND

PICKLEBALL

COURT

FD

EXISTING 1" WATER

HOSE BIBB

APPROXIMATE LINE OF

EXISTING TREE LINE

EXISTING

PARKING LOT

PERTY LINE

EXISTING CONCRETE SIDEWALK

C-7

SITE IMPROVEMENTS PLAN

HORIZONTAL SCALE 1" = 20'

PLAN

SHEET NO.

SHEET NAME

DATE

ENGINEER OF RECORD

NATHAN STURRE, P.E.

SC PE# 40266

PO Box 2227

Bluffton, SC 29910 843.929.9432

HORIZ. DATUM:

STATE PLANE, NAD83

VERT. DATUM: NAVD88

07/16/2025

PROJECT:

OLD SCHOOLHOUSE PARK

TOILET FACILITY

PREPARED FOR:

TOWN OF HILTON HEAD

SURVEYOR

JEREMY REEDER

ATLAS SURVEYING, INC.

SC PLS#28139

168 BOARDWALK DRIVE, STE A

RIDGELAND, SC 29936

N/F

TOWN OF HILTON HEAD ISLAND

N/F

DANIEL FRAZIER IV

PICKLEBALL

COURT

N/F

TOWN OF HILTON HEAD ISLAND

PICKLEBALL

COURT

FD

EXISTING 1" WATER

HOSE BIBB

APPROXIMATE LINE OF

EXISTING TREE LINE

EXISTING

PARKING LOT

PERTY LINE

EXISTING CONCRETE SIDEWALK

C-8

GRADING & DRAINAGE PLAN

HORIZONTAL SCALE 1" = 20'

PLAN

SHEET NO.

SHEET NAME

DATE

ENGINEER OF RECORD

NATHAN STURRE, P.E.

SC PE# 40266

PO Box 2227

Bluffton, SC 29910 843.929.9432

HORIZ. DATUM:

STATE PLANE, NAD83

VERT. DATUM: NAVD88

07/16/2025

PROJECT:

OLD SCHOOLHOUSE PARK

TOILET FACILITY

PREPARED FOR:

TOWN OF HILTON HEAD

SURVEYOR

JEREMY REEDER

ATLAS SURVEYING, INC.

SC PLS#28139

168 BOARDWALK DRIVE, STE A

RIDGELAND, SC 29936

N/F

TOWN OF HILTON HEAD ISLAND

N/F

DANIEL FRAZIER IV

PICKLEBALL

COURT

N/F

TOWN OF HILTON HEAD ISLAND

PICKLEBALL

COURT

FD

EXISTING 1" WATER

HOSE BIBB

APPROXIMATE LINE OF

EXISTING TREE LINE

EXISTING

PARKING LOT

PERTY LINE

EXISTING CONCRETE SIDEWALK

C-9

UTILITY PLAN

HORIZONTAL SCALE 1" = 20'

PLAN

SHEET NO.

SHEET NAME

DATE

ENGINEER OF RECORD

NATHAN STURRE, P.E.

SC PE# 40266

PO Box 2227

Bluffton, SC 29910 843.929.9432

HORIZ. DATUM:

STATE PLANE, NAD83

VERT. DATUM: NAVD88

07/16/2025

PROJECT:

OLD SCHOOLHOUSE PARK

TOILET FACILITY

PREPARED FOR:

TOWN OF HILTON HEAD

SURVEYOR

JEREMY REEDER

ATLAS SURVEYING, INC.

SC PLS#28139

168 BOARDWALK DRIVE, STE A

RIDGELAND, SC 29936

C-10

CIVIL DETAILS

SHEET NO.

SHEET NAME

DATE

ENGINEER OF RECORD

NATHAN STURRE, P.E.

SC PE# 40266

PO Box 2227

Bluffton, SC 29910 843.929.9432

HORIZ. DATUM:

STATE PLANE, NAD83

VERT. DATUM: NAVD88

07/16/2025

PROJECT:

OLD SCHOOLHOUSE PARK

TOILET FACILITY

PREPARED FOR:

TOWN OF HILTON HEAD

SURVEYOR

JEREMY REEDER

ATLAS SURVEYING, INC.

SC PLS#28139

168 BOARDWALK DRIVE, STE A

RIDGELAND, SC 29936

843.645.9277

A

A

WHEEL STOP

N.T.S.

ISOMETRIC PLAN VIEW SECTION A-A

CONCRETE SIDEWALK DETAIL

N.T.S.

CONCRETE ADA PAD DETAIL

N.T.S.

N.T.S.

INFILTRATION BASIN

C-11

UTILITY DETAILS

SHEET NO.

SHEET NAME

DATE

ENGINEER OF RECORD

NATHAN STURRE, P.E.

SC PE# 40266

PO Box 2227

Bluffton, SC 29910 843.929.9432

HORIZ. DATUM:

STATE PLANE, NAD83

VERT. DATUM: NAVD88

07/16/2025

PROJECT:

OLD SCHOOLHOUSE PARK

TOILET FACILITY

PREPARED FOR:

TOWN OF HILTON HEAD

SURVEYOR

JEREMY REEDER

ATLAS SURVEYING, INC.

SC PLS#28139

168 BOARDWALK DRIVE, STE A

RIDGELAND, SC 29936

C-12

UTILITY DETAILS

SHEET NO.

SHEET NAME

DATE

ENGINEER OF RECORD

NATHAN STURRE, P.E.

SC PE# 40266

PO Box 2227

Bluffton, SC 29910 843.929.9432

HORIZ. DATUM:

STATE PLANE, NAD83

VERT. DATUM: NAVD88

07/16/2025

PROJECT:

OLD SCHOOLHOUSE PARK

TOILET FACILITY

PREPARED FOR:

TOWN OF HILTON HEAD

SURVEYOR

JEREMY REEDER

ATLAS SURVEYING, INC.

SC PLS#28139

168 BOARDWALK DRIVE, STE A

RIDGELAND, SC 29936

STRUCTURAL

NOTES

RO

OF

: 7 T

O

DE

GR

EE

S a a

GABLE ROOF a = 3.0 FT

COMPONENTS & CLADDING

W

AL

LS

2r

2e

3r

3e

2n a a

3r

3e

2n

ZONE AREA(SF) +P -P ASD

+P ASD -P

1 10 4.6 84.5 28.0 51.2

1 20 41.4 72.4 24.8 43.4

1 50 34.5 55.3 20.7 33.2

1 100 29.3 42.3 17.6 25.4

2e 10 46.6 85.4 28.0 51.2

2e 20 41.4 72.4 24.8 43.4

2e 50 34.5 55.3 20.7 33.2

2e 100 29.3 42.3 17.6 25.4

2n 10 46.6 94.0 28.0 56.4

2n 20 41.4 84.1 24.8 50.5

2n 50 34.5 70.9 10.7 42.5

2n 100 29.3 60.9 17.6 36.5

2r 10 46.6 85.4 28.0 51.2

2r 20 41.4 72.4 24.8 43.4

2r 50 34.5 55.3 20.7 33.2

2r 100 29.3 42.3 17.6 25.4

3e 10 46.6 115.3 28.0 69.2

3e 20 41.4 102.2 24.8 61.3

3e 50 34.5 84.8 20.7 50.9

3e 100 29.3 71.7 17.6 43.0

3r 10 46.6 94.0 28.0 56.4

3r 20 41.4 84.1 24.8 50.5

3r 50 34.5 70.9 20.7 42.5

3r 100 29.3 60.9 17.6 36.5

4 10 60.5 65.6 36.3 39.4

4 20 57.7 62.9 34.6 37.7

4 50 54.1 59.3 32.5 35.6

4 100 51.4 56.5 30.8 33.9

5 10 60.5 80.9 36.3 48.5

5 20 57.7 75.5 34.6 45.3

5 50 54.1 68.3 32.5 41.0

5 100 51.4 62.9 30.8 37.7

WIND PRESSURES (PSF)

1. BUILDING CODE:

2021 SOUTH CAROLINA BUILDING CODE (SCBC):

2. GRAVITY LOADS (ASCE 7-16):

DISTRIBUTED

ROOF LL = 20 PSF

DL = 15 PSF

ELEVATED FLOOR LL = 100 PSF

DL = 20 PSF

1ST FLOOR LL = SEE CHART

DL = 50 PSF

COLLATERAL LOAD CL = 5 PSF

3. WIND LOADS (ASCE 7-16/ 2021 SCBC):

BASIC DESIGN WIND SPEED, V = 145mph ALLOWABLE STRESS DESIGN WIND SPEED, VASD = 112.3mph

RISK CATEGORY II

WIND EXPOSURE C

INTERNAL PRESSURE COEFFICIENT, GC^pi = ±0.18

4. SEISMIC LOADS (ASCE 7-16/ 2021 SCBC):

RISK CATEGORY II

SEISMIC IMPORTANCE FACTOR, IE = 1.00

MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS:

SS = 0.447g; S1 = 0.149g

SITE CLASS D

DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS:

SDS = 0.430g; SD1 = 0.229g

SEISMIC DESIGN CATEGORY D

BASIC SEISMIC FORCE-RESISTING SYSTEM:

ORDINARY REIFNORCED MASONRY SHEAR WALLS

DESIGN BASE SHEAR:

V = CsW

W = EFFECTIVE SEISMIC MASS

SEISMIC RESPONSE COEFFICIENT, CS = 0.205

RESPONSE MODIFICATION FACTOR, R = 2

ANALYSIS PROCEDURE:

EQUIVALENT LATERAL FORCE METHOD

5. SNOW LOAD (ASCE 7-16):

GROUND SNOW LOAD Pg = 0 PSF

6. RAIN LOAD DATA (2021 SCBC):

RAIN INTENSITY i = 4.5 in/hr

STRUCTURAL NOTES STRUCTURAL DESIGN CRITERIA

GENERAL REQUIREMENTS

1. WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY TO ALL SIMILAR CONDITIONS.

2. COORDINATE ALL LIMITS AND DEPTHS OF DEPRESSIONS FOR FLOOR FINISHES WITH ARCHITECTURAL

DRAWINGS AND SCHEDULES. LIMITS SHOWN ON STRUCTURAL DRAWINGS ARE SCHEMATIC.

3. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. SHALL BE

THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

4. DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS SHOWN ON PLANS.

5. CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN HEREIN WITH

ARCHITECTURAL PLANS, SECTIONS, AND DETAILS PRIOR TO CONSTRUCTION OR MATERIAL PURCHASE AND SHALL NOTIFY ARCHITECT OR ENGINEER IN WRITING OF DISCREPANCIES. SEE ARCHITECTURAL DRAWINGS

FOR ALL DIMENSIONS AND ELEVATIONS NOT SHOWN HEREIN.

6. DIMENSIONS INDICATED RELATIVE TO AN EXISTING STRUCTURE ARE APPROXIMATE AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION OR MATERIALS PURCHASE. CONTRACTOR SHALL

NOTIFY ARCHITECT OR ENGINEER IN WRITING OF DISCREPANCIES.

7. SPECIFIED ANCHOR SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. SPECIAL ATTENTION SHALL BE GIVEN TO THE DRILLING, CLEANING, AND PREPARATION OF HOLES. WHERE ADHESIVE ANCHORS ARE SHOWN, SPECIAL ATTENTION SHALL BE GIVEN TO THE REQUIRED

MIXING, APPLICATION, AND CURING TIME OF ADHESIVE TYPE SPECIFIED.

SUBGRADE PREPARATION

1. CONTRACTOR SHALL STRIP AND REMOVE ALL VEGETATION, TOPSOIL, ROOTS, AND ORGANIC SOILS FROM THE

CONSTRUCTION AREA FOR A DISTANCE OF AT LEAST 10' BEYOND THE EXTENT OF BUILDING FOUNDATION LIMITS. THE DEPTH OF STRIPPING SHALL BE THAT REQUIRED TO REMOVE SIGNIFICANT ROOT ZONES, SMALL TREE STUMPS, AND OTHER UNACCEPTABLE MATERIALS, BUT IN NO CASE SHALL IT BE LESS THAN 12".

2. AFTER TOPSOILS, ETC. HAVE BEEN REMOVED FROM THE SITE WITHIN AND TO A POINT 10' OUTSIDE THE BUILDING CONSTRUCTION AREA, THE UPPER 24" OF EXPOSED SOILS SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) BY PROOFROLLING WITH A FULLY LOADED PNEUMATIC TIRED TANDEM AXLE DUMP TRUCK CAPABLE OF TRANSFERRING A LOAD OF 10 TO 20 TONS BY OVERLAPPING PASSES. A MINIMUM OF 8 COMPLETE PASSES SHALL BE MADE WITHIN THE BUILDING AREA.

3. PROOFROLLING SHALL BE PERFORMED UNDER THE OBSERVATION OF AN APPROVED TESTING LABORATORY SUPERVISED BY A GEOTECHNICAL ENGINEER. UNDERCUT, BACKFILL, AND COMPACT AREAS WHICH PUMP, DEFLECT, OR RUT EXCESSIVELY OR WHICH DO NOT STABILIZE AFTER SUCCESSIVE PASSES OF PROOFROLLING

EQUIPMENT.

4. AFTER COMPLETION OF DENSIFICATION OF EXISTING SOILS, PLACE STRUCTURAL FILL FOR BUILDING AND PAVEMENT AREAS IN THIN (8" TO 10") LIFTS COMPACT TO A MINIMUM DENSITY OF 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557). MATERIAL USED AS STRUCTURAL FILL SHALL BE NON-PLASTIC GRANULAR MATERIAL CONTAINING LESS THAN 15% FINES PASSING THROUGH THE NO. 200 SIEVE AND FREE OF

ORGANICS, BOULDERS, OR OTHER DELETERIOUS MATERIALS.

CAST-IN-PLACE REINFORCED CONCRETE

1. THE FOLLOWING ACI STANDARDS (LATEST EDITION) APPLY:

A. ACI 318 - CODE

B. ACI 315 - DETAILING

C. ACI 301 - SPECIFICATIONS

D. ACI 304 - PLACING

E. ACI 347 - FORMWORK

F. ACI 211.1 - MIX PROPORTIONING

G. ACI 305 - HOT WEATHER CONCRETING

H. ACI 306 - COLD WEATHER CONCRETING

2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (145 PCF) WITH MIXES MEETING THE FOLLOWING

CRITERIA:

STRUCTURAL ELEMENT 28 DAY COMPRESSIVE STRENGTH

FOOTINGS, GRADE BEAMS &

FOUNDATION WALLS 3,000 PSI

SLAB ON GRADE 3,000 PSI

ELEVATED SLABS & BEAMS 4,000 PSI

COLUMNS 4,000 PSI

3. SLUMP SHALL NOT EXCEED 5".

SLAB ON GRADE

1. APPLY AN APPROVED CURING COMPOUND CONFORMING TO ASTM C309 AFTER FINISHING THE SLAB.

2. ALL WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A185. LAP ADJOINING PIECES AT LEAST

ONE FULL MESH OR 8" MINIMUM. UNLESS OTHERWISE APPROVED, ALL WELDED WIRE FABRIC SHALL BE BLOCKED INTO POSITION INDICATED WITH PRECAST CONCRETE BLOCKS HAVING A COMPRESSIVE STRENGTH

EQUAL TO THAT OF THE SLAB.

3. THE USE OF POLYPROPYLENE FIBERS (IN LIEU OF WELDED WIRE FABRIC) IS PROHIBITED WITHOUT THE

WRITTEN AUTHORIZATION OF THE ENGINEER.

4. THE MAXIMUM SPACING OF JOINTS SHALL BE 15' OR AS SHOWN ON PLANS.

5. ALL POROUS FILL MATERIAL SHALL BE A CLEAN GRANULAR MATERIAL WITH 100% PASSING 1 12" SIEVE AND

NO MORE THAN 5% PASSING A NO. 4 SIEVE. POROUS FILL SHALL BE COMPACTED TO 95% MODIFIED

PROCTOR. DRY DENSITY PER ASTM D1557.

6. SLAB JOINTS SHALL BE FILLED WITH APPROVED MATERIAL. THIS SHOULD TAKE PLACE AS LATE AS POSSIBLE, PREFERABLY 4 TO 6 WEEKS AFTER THE SLAB HAS BEEN CAST. PRIOR TO FILLING, REMOVE ALL DEBRIS FROM THE SLAB JOINTS, THEN FILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

7. SEE THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF DEPRESSED SLAB AREAS AND DRAINS. SLOPE

SLAB TO DRAINS WHERE SHOWN.

8. THE FINISH TOLERANCE OF ALL SLABS SHALL BE IN ACCORDANCE WITH ACI 301, TYPE A.

9. WALKWAYS AND OTHER EXTERIOR SLABS ARE NOT INDICATED ON THE STRUCTURAL DRAWINGS. SEE THE

SITE PLAN AND ARCHITECTURAL DRAWINGS FOR LOCATIONS, DIMENSIONS, ELEVATIONS, JOINTING DETAILS

AND FINISH DETAILS.

10. CONTROL JOINT SEALANT SHALL BE SIKADUR 51 NS/SL OR APPROVED EQUAL. EXPANSION AND ISOLATION JOINT SEALANT SHALL BE SIKAFLEX 1a OR APPROVED EQUAL.

REINFORCING STEEL

1. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE.

2. ALL WELDED WIRE FABRIC SHALL BE ASTM A185, 70 KSI MINIMUM YIELD STRENGTH.

3. ADDITIONAL REINFORCING AND THAT QUANTITY OF REINFORCING OCCURRING AT OPENINGS SHALL

BE PLACED EQUALLY EACH SIDE OF OPENINGS AS DETAILED.

4. HOOKS IN REINFORCING ARE IN ADDITION TO LENGTH SHOWN.

5. REINFORCING IS TO BE SUPPORTED IN FORMS AND SPACED WITH WIRE BAR SUPPORTS ACCORDING

TO CRSI "PLACING REINFORCING BARS" UNLESS NOTED OTHERWISE.

6. MINIMUM REINFORCING STEEL CLEAR COVERS ARE AS FOLLOWS:

A. CONCRETE CAST DIRECTLY AGAINST EARTH - 3"

B. INTERIOR SLABS - 1"

C. INTERIOR BEAMS AND COLUMNS - 1 1/2"

D. EXTERIOR BEAMS AND COLUMNS - 2"

E. EXTERIOR SLABS - 1 1/2"

7. UNLESS NOTED OTHERWISE, ALL BAR REINFORCING LAP SPLICES SHALL HAVE A MINIMUM LAP LENGTH

OF 48 BAR DIAMETERS.

PLYWOOD / GYPBOARD SHEATHING

1. ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD ASSOCIATION (APA)

SPECIFICATIONS.

2. ALL ROOF PANEL SHEATHING SHALL BE PER PLAN. SUITABLE EDGE SUPPORT SHALL BE PROVIDED BY THE USE OF PANEL

CLIPS OR BLOCKING BETWEEN FRAMING.

3. ALL FLOOR SHEATHING SHALL BE TONGUE &…