CODE ANALYSIS

GENERAL NOTES

2018 NORTH CAROLINA BUILDING CODEYEAR EDITION OF CODE

PROJECT INFO NAME OF PROJECT

ADDRESS

PROPOSED USE

OWNER REPRESENATIVE

CODE ENFORCEMENT

LEAD DESIGN PROFESSIONAL BEACON ARCHITECTURE + DESIGN, P.L.L.C.

DESIGNER

ARCHITECTURAL

CIVIL

ELECTRICAL

FIRE ALARM

PLUMBING

MECHANICAL

STRUCTURAL

CONSTRUCTION TYPE

SPRINKLERS

STANDPIPES

FIRE DISTRICT

BUILDING HEIGHT

MEZZANINE

HIGH RISE

GROSS BUILDING AREA

ALLOWABLE AREA

TYPE OF CONSTRUCTION

ALLOWABLE BUILDING HEIGHT

ACTUAL BUILDING HEIGHT

ALLOWABLE HEIGHT

FIRE SEPARATION DISTANCE

STRUCTURAL FRAME

BEARING WALLS

EXTERIOR

INTERIOR

NON-BEARING WALLS

EXTERIOR

INTERIOR

ROOF

FIRE PROTECTION

REQUIREMENTS

EMERGENCY LIGHTING

EXIT SIGNS

FIRE ALARM

SMOKE DETECTION SYSTEMS

PANIC HARDWARE

LIFE SAFETY SYSTEM

REQUIREMENTS

BUILDING DATA

PRIMARY OCCUPANCY

DESCRIPTION AND USE

ALLOWABLE AREA/STORY*

ACTUAL BUILDING AREA

NOT REQUIREDSPRINKLERS

ELEVATOR NOT REQUIRED- BUILDING IS ONE STORY WITH ADA THRESHOLDS

AT DOORS AND SLOPED ENTRY.

ELEVATOR

REQUIREMENTS

ATTENDANT OFFICE BUILDING

OFFICE - BUSINESS

GARRETT & MOORE ASSOCIATES

BEAUFORT COUNTY

ATTENDANT OFFICE

BUSINESS

1/ 9,000 SF

1/ 520 SF

VB- EXISTING TO REMAIN UNCHANGED

NO

NO

NO

EXISTING TO REMAIN UNCHANGED

NO

NO

520 SF

VB

40 FEET

+/- 14'-0"

30' MIN.- SEE CIVIL SITE PLANS

0 HRS

0 HRS

0 HRS

0 HRS

0 HRS

0 HRS

REQUIRED

REQUIRED

NOT REQUIRED

NOT REQUIRED

NOT REQUIRED

PLUMBING FIXTURE REQUIREMENTS

WATERCLOSETS

MALE FEMALEOCCUPANCY

LAVATORIES

MALE FEMALE

BUSINESS (REQUIRED)

* NO SEPARATE FIXTURES REQUIRED FOR LESS THAN 26 OCCUPANTS. SEE SECTION 2902.2.2.

** DRINKING FOUNTAINS NOT REQUIRED FOR LESS THAN 16 OCCUPANTS. SEE SECTION 2902.6.

*** SERVICE SINKS NOT REQUIRED FOR LESS THAN 26 OCCUPANTS. SEE TABLE 2902.1, FOOTNOTE "O".

DRINKING FOUNTAINS

REGULAR ACCESSIBLE

PROVIDED 1*

URINALS

MALE

N/A N/A

1 (1:25) 1*

1 (1:40) 0 (1:100) 0**

LIST OF DRAWINGS

TITLE SHEET

A1.1

T1.1

BUILDING PLANS

BUILDING SECTION

SYMBOLS

ELEVATION LINE

WINDOW/DOOR SYMBOL

A4.1

A4.1

BUILDING DETAIL

A3.1

ELEVATION SYMBOL

1 KEY BUBBLE

CODE/ ADA INFORMATION

ELECTRICAL DEVICE AND FIXTURE MOUNTING HEIGHTS- ALL ADA FIXTURES SHALL MEET ANSI A117.1 REQUIREMENTS.

" M

IN

. K

NE

E

SP

AC

E

CLEAR

KNEE/TOE

SPACE

6"

MAX.

9" MI

N.

8"

MIN.

" M

AX

DRINKING FOUNTAINS (HIGH/LOW JOINED UNIT)

*MEASURED FROM FINISHED FLOOR

TO SPOUT OUTLET HEIGHT

COVER HOT

WATER SUPPLY

& DRAIN LINES

W/ INSULATION

SECTION ELEVATION

15"

MIN.

" M

AX

. T

O

BO

TT

OM

O F

MI

RR

OR

G

LA

SS

(N

OT

F

RA

ME

15"

MIN.

15"

MIN.

CL

LAVATORY

ELEVATION ELEVATION

MIRRORMIRROR

MI

N.

TOILET PAPER

DISPENSER

(TYPE DEPENDANT)

SANITARY NAPKIN

DISPOSAL

" M

IN

. 48

" M

AX

PAPER

TOWEL

DISPENSER

" M

AX

SOAP

DISPENSER

" M

AX

HAND

DRYER

" M

AX

. T

O

TO

W

EL

S

LO

T

" M

AX

T O

W

AS

TE

PAPER

TOWEL

WASTE

RECEPTACLE

PAPER

TOWEL

STORAGE

PAPER TOWEL &

WASTE RECEPTACLE

" M

AX

TOWEL, ROBE,

PURSE HOOK

TOWEL BAR

" M

AX

SANITARY

NAPKIN

DISPENSER

MATERIALPRODUCTTRADENAMEMODELNUMBER

6" MAX. 36" MIN.

MA

X.

" M

IN

16"-18"

GRABBAR

WATERCLOSET

CLEAR FLOOR SPACE AT WATERCLOSET

(ARROWS DENOTE DIRECTION OF APPROACH)

CL

" M

IN

PARTITION

PLAN

30" MIN

CLEAR

" M

IN

.8"

MIN.

9" MI

N.

6"

MAX.

17" - 25"

MODELNUMBERTRADENAMEPRODUCTMATERIAL WCMODELNUMBER TRADENAME PRODUCT MATERIAL

WATERCLOSET

ELEVATIONS

GRABBAR

39"-41"

" M

IN

"-1

9"

TO

T

OP

OF

S

EA

T33

"-3 6"

42" MIN.

12"

MAX.

"-4

1"

16"-18"'

TO CL.

36" MIN.

"-3

6"

BI-LEVEL DRINKING

FOUNTAIN

W/ BOTTLE FILLER

" M

AX

9" M

IN

A.

F.

F.

54" MIN.

" M

IN

60" MIN.

16"-18"

CL

60" MIN TO ADJ.

PLUMBING FIXTURE

VERTICAL GRABBAR

SEE ELEV. FOR DIMS.

1 14"-2" O.D. 1 12"

TOILET GRAB-BAR

1 2"

MA

X.

ALUM. THRESHOLD

ADA COMPLIANT

LOW-PROFILE

DOOR SWEEP

MAX. 12" FLOOR

FINISH @ SILL

DOOR AS SCHED.

ADA THRESHOLD

1 12" - 2" DIA. WOOD/METAL ADA HANDRAIL

COORD. SPEC. W/ARCH. IN THE FIELD

1 12"

"-3

8" M

AX

. T

O W

AL

KI

NG

S

UR

FA

CE

(3

6" T

YP

IC

AL

U

.O .N

48" MIN.WIDTH

BETWEEN HANDRAILS

1"X RAIL MOUNTING BOARD

GUARDRAIL AS REQUIRED

PAINTED HARDWOOD

CAP AND REVEAL

1/8"

3/8

3/4

GU

AR

DR

AI

L 4 2"

A .F

.F

8" GWB

1 12" - 2" DIA. WOOD/METAL

ADA HANDRAIL COORD. SPEC.

W/ARCH. IN THE FIELD

1 12" -2" DIA. WOOD/METAL ADA HANDRAIL

COORD. SPEC. W/ARCH. IN THE FIELD

1 1/2"

"-3

8" M

AX

. T

O W

AL

KI

NG

S

UR

FA

CE

(3

6" T

YP

IC

AL

U

.O .N

"-3

8" M

AX

. T

O W

AL

KI

NG

S

UR

FA

CE

(3

6" T

YP

IC

AL

U

.O .N

1 1/2"

48" MIN.WIDTH

BETWEEN HANDRAILS

48" MIN.WIDTH

BETWEEN HANDRAILS

ATTENDANT BUILDING

BEAUFORT COUNTY, NORTH CAROLINA

A1.2 ROOF PLAN & DETAILS

FIRM

BEACON ARCHITECTURE + DESIGN, P.L.L.C.

GARRETT & MOORE, P.E.

COASTAL ENGINEERING, PLLC

N/A

COASTAL ENGINEERING, PLLC

COASTAL ENGINEERING, PLLC

RPA ENGINEERING, P.A.

NAME

CHRISTOPHER NASON

CRAIG M. FORTNER

RICH KLEIN

N/A

RICH KLEIN

RICH KLEIN

MARK ROY, PE

LICENSE #

51585 029929 027968 N/A 027968 027968 032628

TELEPHONE #

(252) 441-6767

(919) 792-1900

(757) 563-9027 N/A

(757) 563-9027

(757) 563-9027

(252) 321-6027

ACCESSIBLE PARKING

ELECTRICAL SUMMARY

ENERGY SUMMARY:

SEE MECHANICAL ENGINEERING DRAWINGS

SEE CIVIL ENGINEERING DRAWINGS

ENERGY/MECHANICAL SUMMARY

STRUCTURAL DESIGN:

SEE STRUCTURAL ENGINEERING DRAWINGS

* OPEN AREA INCREASE DUE TO FRONTAGE NOT REQUIRED TO COMPLY

5"

MAX.

6"

MAX.

42" MIN.

FLUSH

CONTROL

" M

AX

" M

AX

FLUSH CONTROL

(OPEN SIDE)

MODELNUMBERTRADENAMEPRODUCTMATERIAL

PROTRUDING

DISPENSERS

" M

IN

1 1 2"

MI

N.

42" MAX.

24" MIN.CL

7"-9"

" M

IN

" M

AX

TOILET PAPER

EXCEPTION 602.7.1

25"

MAX.

11"

MIN.

KNEE & TOE CLEARANCE SPACE AT LAVATORY

" M

AX

" M

IN

" M

AX

DIAPER CHANGING

STATION

ADA COMPLIANT FIRE EXTINGUISHER

IF CABINET IS A SEMI-RECESSED MODEL IT MAY NOT PROTRUDE

MORE THAN 4" INTO PATH OF EGRESS. ALL EXTINGUISHERS SHALL BE

LOCATED ALONG NORMAL PATHS OF TRAVEL, AVAILABLE AND

ACCESSIBLE TO OCCUPANTS WHEN EVACUATING. PROVIDE SIGNAGE

AS REQUIRED.

FIRE EXTINGUISHER MOUNTING HEIGHTS

" M

IN

CL

EA

R

FL

OO

R

SP

AC

E

30" MIN.

CLEAR FLOOR

SPACE

30" CLR. MIN.

FOR FORWARD

APPROACH

" M

AX

CLEAR

SPACE

ELEVATION PLAN

" M

AX

. T

O

OP

ER

AB

LE

P

AR

TS

4" MA

X.

" M

IN

1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THE ARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACT DOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS, OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WAS DISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR, AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTE A WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOW A REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT.

2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS, SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/OR

ENGINEERS.

3. ALL PARTIES ACKNOWLEDGE AND AGREE THAT ALL DESIGNS ARE THE SOLE PROPERTY OF THE ARCHITECT. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS.

ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTED WITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATE DETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'S PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT

LIMITATION ARCHITECT'S WEBSITE).

4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT.

5. GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROPER INSTALLATION OF ALL INSULATION. INSULATION MUST BE CONTINUOUS AT THE BUILDING ENVELOPE, G.C. TO BLOCK AS REQ'D FOR INSTALLATION. THE ARCHITECT RECOMMENDS A WHOLE BUILDING BLOWER DOOR TEST TO BE PERFORMED AS WELL AS THERMAL IMAGING TO ASSURE PROPER SUBCONTRACTOR INSTALLATION PRIOR TO COMPLETION AND THE TEST RESULTS PROVIDED TO THE ARCHITECT/OWNER.

6. THE G.C. SHALL PROVIDE SUBMITTALS TO THE ARCHITECT FOR REVIEW. SUBMITTALS ARE AN ESSENTIAL PART OF THE CONSTRUCTION PROCESS. IF THE CONTRACTOR ELECTS NOT PROVIDE SUBMITTALS THEN HE/SHE ASSUMES AS RESPONSIBILITY FOR ENTIRETY OF THE PROJECT.

A2.1 EXTERIOR ELEVATIONS

A3.1 BUILDING SECTION & SCHEDULES

NUMBER AND ARRANGEMENT OF EXITS- ONLY ONE EXIT REQUIRED*

EXIT REQUIREMENTS

MIN. NUMBER OF EXITS

REQUIRED SHOWN

FLOOR, ROOM OR

SPACE DESIGNATION

TRAVEL DISTANCE

ALLOWABLE ACTUAL

1 1OPEN OFFICE

EXIT WIDTH (1 STORY)

FLOOR, ROOM OR SPACE

DESIGNATION

(a)

AREA

(b)

AREA/OC. OCC.S

REQUIRED

WIDTH

ACTUAL

WIDTH

TOTAL OCCUPANTS 6 ACTUAL

ARRANGEMENT MEANS OF EGRESS

REQUIRED DISTANCE ACTUAL DISTANCE

34" CLR.100 G 5.2

100' 19'-5" MAX

EGRESS WIDTH

(IN.OCC.)

1 1ADA TOILET ROOM 26'-0" MAX

1.04"0.2 2"

1 1STORAGE ROOM 11'-0" MAX

N/A N/A

N/A N/A

100' 100'

N/A N/A

*FOR SPACES/BUILDINGS WITH LESS THAN 49 OCCUPANTS (SEE TABLE 1006.2.1)

BUSINESS USE

ARCHITECTURAL DRAWINGS

PLUMBING DRAWINGS

P0.1

FLOOR PLAN & RISERSP2.1

PLUMBING SPECIFICATIONSP7.1

SPECIFICATIONS, LEGEND, ABBR.,

DETAILS, & SCHEDULE

MECHANICAL DRAWINGS

GEN. NOTES, LEGEND AND ABBREVIATIONSM0.1

FLOOR PLAN NEW WORKM2.1

MECHANICAL SCHEDULESM6.1

MECHANICAL SPECIFICATION M7.1

ELECTRICAL DRAWINGS

E0.1

E2.2

E2.1

E7.1

E6.1

GENERAL NOTES, LEGEND AND

ABBREVIATIONS

FLOOR PLAN - POWER AND SPECIAL

SYSTEMS

FLOOR PLAN - LIGHTING

SCHEDULE, RISER DIAGRAM, AND

DETAIL

ELECTRICAL SPECIFICATIONS

SPECIFICATIONST1.2

SEE ELECTRICAL ENGINEERING DRAWINGS

SEE MECHANICAL ENGINEERING DRAWINGS

SERVICE SINKS

0***

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.

P.O. BOX 1827

KITTY HAWK, NC 27949

PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

ATTENDANT

Beaufort County North Carolina

BUILDING

PROJECT NAME:

CN

2406 Princess Anne Road

Virginia Beach, VA 23456 Phone (757) 563-9027

Facsimile(757) 563-9028

Suite 200

COASTAL

E N G I N E E R I N G

PME ENGINEER:

2026 BEACON ARCHITECTURE + DESIGN

P.L.L.C.- ALL RIGHTS RESERVED

3 / 30 / 26

REVISIONS: DATE:

STRUCTURAL ENGINEER:

RPA ENGINEERING, PE

102 REGENCY BLVD., SUITE A1

GREENVILLE, NORTH CAROLINA

PH: (252) 321-6027

Stilley Station

ISSUED FOR

BID

ISSUE FOR BID

3 / 30 / 26

3 / 30 / 26

T1.1

TITLE SHEETSTILLEY STATION ROAD, BEAUFORT COUNTY, NC

DIVISION 6: WOOD & PLASTICS

GENERAL CONDITIONS (00700):

WORK INCLUDED:

1. CONFORM WORK TO THE CONTRACT DOCUMENTS WHICH INCLUDE THE OWNER/CONTRACTOR AGREEMENT.

THE DRAWINGS, AND ALL ADDENDA AND MODIFICATIONS ISSUED BY THE ARCHITECT.

2. THE GENERAL CONDITIONS OF THE CONTRACT IS THE AMERICAN INSTITUTE OF ARCHITECTS' AIA DOCUMENT A201-2017, " GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", WHICH IS MADE A PART OF THE CONTRACT DOCUMENTS AS IF BOUND HEREIN. THE ARCHITECT WILL PROVIDE A SINGLE COPY OF DOCUMENT UPON REQUEST.

3. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THE PROJECT.

DIVISION 0: GENERAL CONDITIONS

SUBMITTALS (01340):

PROCEDURES:

1. PRIOR TO COMMENCING SUBSTANTIAL PORTIONS OF THE WORK, PREPARE A MASTER SUBMITTAL LOG SHOWING EACH REQUIRED SUBMITTAL AND SPECIFICATION SECTION NUMBER, THE PROPOSED SCHEDULE AND SEQUENCING OF THE SUBMITTALS AND EACH AFFECTED CONTRACTOR. MAINTAIN THE LOG CURRENT WITH THE PROGRESS OF THE WORK.

PROVIDE A COPY OF THE INITIAL AND UPDATED LOG TO THE ARCHITECT.

2. REVIEW SUBMITTALS AND INDICATE RESULTS OF REVIEW PRIOR TO SUBMITTING TO ARCHITECT.

3. AFTER REVIEW OF SUBMITTAL, REVISE AND RESUBMIT IF SO INDICATED; IDENTIFY CHANGES MADE SINCE PREVIOUS

SUBMITTAL.

4. DISTRIBUTE COPIES OF REVIEWED SUBMITTALS TO CONCERNED CONTRACTORS INSTRUCT RECIPIENTS TO PROMPTLY REPORT

ANY INABILITY TO COMPLY WITH PROVISIONS.

5. MAKE SUBMITTALS FAR ENOUGH IN ADVANCE OF SCHEDULED INSTALLATION DATES TO PROVIDE TIME REQUIRED FOR REVIEWS, FOR SECURING OF NECESSARY APPROVALS, FOR POSSIBLE REVISIONS AND RESUBMITTALS, AND FOR PLACING

ORDERS AND SECURING DELIVERY.

6. SUBMITTALS PROVIDED FOR WORK AND FOR WHICH NO REQUIREMENT FOR SUBMITTAL IS STATED IN THE DRAWINGS OR

SPECIFICATIONS WILL BE RETURNED WITHOUT REVIEW.

SHOP DRAWINGS:

1. SUBMIT THREE REPRODUCIBLE COPIES OF SHOP DRAWINGS (8 12" X 11" MINIMUM SIZE SHEETS)

2. ELECTRONIC EQUIVALENT SHOP DRAWINGS WILL ALSO BE ACCEPTABLE

SAMPLES:

1. SUBMIT A REASONABLE RANGE OF MANUFACTURER'S STANDARD COLORS, TEXTURES, ETC. FOR SELECTION WHERE SPECIFIC PRODUCT REQUIREMENTS HAVE NOT BEEN STATED OR WHERE SUBSTITUTIONS ARE PROPOSED.

2. SUBMIT SAMPLES TO ILLUSTRATE FUNCTIONAL AND SIGHT-EXPOSED CHARACTERISTICS OF THE PRODUCT, WITH

INTEGRAL PARTS AND ATTACHMENT DEVICES.

3. INCLUDE IDENTIFICATION ON EACH SAMPLE, GIVING FULL INFORMATION.

4. SUBMIT THREE (3) SETS OF EACH PRODUCT FOR THE ARCHITECT PLUS ADDITIONAL SETS AS REQUIRED BY THE

CONTRACTOR.

SUBSTITUTIONS (01630):

REQUESTS FOR SUBSTITUTIONS:

1. SUBMIT SEPARATE REQUESTS FOR EACH PRODUCT AND SUPPORT EACH REQUEST WITH:

A. PRODUCT IDENTIFICATION

B. MANUFACTURER'S LITERATURE

C. SAMPLES AS APPLICABLE

D. NAME AND ADDRESS OF SIMILAR PROJECTS ON WHICH PRODUCT HAS BEEN USED AN DATE OF

INSTALLATION.

2. REASON FOR SUBSTITUTION.

3. ITEMIZE A COMPARISON OF THE PROPOSED SUBSTITUTION WITH PRODUCT SPECIFIED AND LIST SIGNIFICANT

VARIATIONS.

4. SUBMIT DATA RELATING TO CHANGES IN CONSTRUCTION SCHEDULE.

5. INCLUDE ACCURATE COST DATA COMPARING PROPOSED SUBSTITUTION WITH PRODUCT AND THE AMOUNT OF

ANY NET CHANGE IN THE CONTRACT PRICE.

6. SUBSTITUTIONS WILL NOT BE CONSIDERED WHEN:

A. THEY ARE INDICATED OR IMPLIED ON SUBMITTALS WITHOUT A FORMAL REQUEST.

B. ACCEPTANCE WILL REQUIRE SUBSTANTIAL REVISION OF DRAWINGS AND SPECIFICATIONS.

7. DO NOT ORDER OR PROVIDE SUBSTITUTE PRODUCTS WITHOUT APPROVAL.

8. BURDEN OF PROOF OF MERIT OF PROPOSED SUBSTITUTION IS THE RESPONSIBILITY OF THE CONTRACTOR.

DIVISION 1: GENERAL REQUIREMENTS

DIVISION 2-5: SITEWORK

(SEE CIVIL ENGINEERING DRAWINGS, TYPICAL)

ROUGH CARPENTRY (06100):

WORK INCLUDED:

1. WOOD BLOCKING IN WALLS AND ABOVE CEILINGS.

2. PLYWOOD PANEL BOARDS.

3. SUB FLOORING

4. EXTERIOR SHEATHING

5. ROOF SHEATHING- BOTH PLYWOOD AS WELL AS CORRUGATED METAL ROOF DECKING

6. FIRE-RETARDANT TREATMENT

7. FOR STRUCTURAL SHEATHING SEE STRUCTURAL DRAWINGS.

SEE STRUCTURAL SPECIFICATIONS, TYP.

DIVISION 4: MASONRY

DIVISION 3: CONCRETE

DIVISION 5: ARCHITECTURAL METALS

SEE STRUCTURAL SPECIFICATIONS, TYP.

FOR THIRD-PARTY GEOTECHNICAL TESTING RELATED TO THE BUILDING, SEE SCHEDULE OF SPECIAL INSPECTION DOCUMENT

PROVIDED BY THE STRUCTURAL ENGINEER.

EXECUTION:

1. CORRELATE LOCATION OF FURRING, NAILERS, BLOCKING, GROUNDS AND SIMILIAR SUPPORTS SO THAT

ATTACHED WORK WILL COMPLY WITH DESIGN REQUIREMENTS AND BE PROPERLY LOCATED.

2. CONSTRUCT MEMBERS OF CONTINUOUS PIECES OF LONGEST POSSIBLE LENGTHS.

3. FIT CARPENTRY WORK TO OTHER WORK. SCRIBE AND COPE AS REQUIRED FOR ACCURATE FIT.

4. SHIM WITH METAL OR SLATE FOR BEARING ON CONCRETE AND MASONRY SUBSTRATES.

5. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATES BY ANCHORING AND FASTENING AS REQ'D.

BY RECOGNIZED STANDARDS.

A. PROVIDE WASHERS UNDER BOLT HEADS AND NUTS IN CONTACT WITH WOOD.

B. NAIL PLYWOOD TO COMPLY WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD

ASSOCIATION.

6. WOOD GROUNDS, NAILERS, BLOCKING AND FURRING:

NOT APPLICABLE

DIVISION 7: THERMAL AND MOISTURE PROTECTION

INSULATION (07210):

1. ALL BLANKET INSULATION (BATTS): CONFORM TO FEDERAL SPECIFICATIONS HH-I-521, TYPE III.

2. FOR CEILINGS AND ATTIC SPACES USE R-38 PAPER FACED GLASS FIBER INSULATION OR EQUIV. POLY ISO SPRAY FOAM

PRODUCT.

3. FOR EXTERIOR WALLS AND IN BETWEEN STORAGE/OFFICE USE R-15 PAPER FACED GLASS FIBER INSULATION OR

EQUIV. POLY ISO SPRAY FOAM PRODUCT. FOR ALL OTHER WALLS USE R-13 MIN.

4. 3 12" THICK MIN. ACOUSTIC INSULATION AT INTERIOR WALLS TO FILL WALL CAVITY, MEETING ASTM C 665 WITH A NRC 1.05.

VAPOR BARRIERS/WEATHER RESISTIVE BARRIER (07200):

1. FOR THE BUILDING ROOF, G.C. TO PROVIDE SYNTHETIC ROOF UNDERLAYMENT TO MEET LOCAL WIND CODES AS WELL AS ASTM D226, ASTM D 4869, AC 188, ICC-ED ESR-4055 FBC APPROVED FL21895, ASTM E108, ASTM D5034, ASTM D4533, AND ASTM D4869. 30 YEAR WARRANTY AND RATED FOR 180 DAY (MIN) UV EXPOSURE. PRODUCT IS TO BE COMPATIBLE

WITH ROOF MFG SO AS NOT TO VOID ANY WARRANTIES.

2. FOR THE WALLS, G.C TO PROVIDE VAPOR BARRIER AT EXTERIOR WOOD FRAMED WALLS TO MEET OR EXCEED NORTH CAROLINA ENERGY CODES. TAPE SEAMS AS REQ'D. 30 YEAR WARRANTY AND RATED FOR 180 DAY (MIN) UV EXPOSURE. PRODUCT IS TO BE COMPATIBLE WITH SIDING MFG SO AS NOT TO VOID ANY WARRANTIES.

3. FOR THE SLAB, G.C. TO PROVIDE 10 MIL POLY (MINIMUM) VAPOR BARRIER ABOVE FINISHED BASE AND BELOW

MONOLITHIC SLAB.

6. WOOD GROUNDS, NAILERS, BLOCKING AND FURRING:

A. PROVIDE FOR SCREEDING AND ANCHORAGE OF OTHER WORK. FORM TO SHAPES SHOWN AND AS

REQUIRED.

B. COUNTERSINK BOLTS AND NUTS FLUSH WITH SURFACES WHERE NECESSARY FOR FLUSH INSTALLATION.

C. PROVIDE GROUNDS OF DRESSED, KEY-BEVELED LUMBER NOT LESS THAN 1 12" WIDE AND OF

THICKNESS REQUIRED TO BRING FACE OF GROUND TO EXACT THICKNESS OF FINISH MATERIAL

INVOLVED. REMOVE TEMPORARY GROUNDS WHEN NO LONGER REQUIRED. WHERE INDICATED

AS PERMANENT GROUND, PROVIDE TREATED LUMBER.

7. WALL AND ROOF SHEATHING: PROVIDE EXTERIOR GRADE PER STRUCTURAL ENGINEER SPECIFICATIONS EXTERIOR WALLS AND ROOF. PROVIDE STRUCTURAL GRADE WHERE SHOWN ON THE STRUCTURAL DRAWINGS.

SHEATHING MUST BE COVERED WITH VAPOR BARRIER ON ROOFS AND WALLS. G.C. TO TAPE SEAMS AS REQ'D. AND SUBMIT MANUF. WARRANTIED PRODUCT FOR REVIEW BY THE ARCHITECT IN A SUBMITTED SHOP DRAWING.

COVER SHEATHING AS SOON AS POSSIBLE AFTER INSTALLATION. DO NOT COVER WET OR DAMP SHEATHING.

SHEATHING MUST BE DRY BEFORE INSTALLING MOISTURE PROTECTION. INSTALL SHEATHING IN

ACCORDANCE WITH LOCAL AND STATE BUILDING CODES.

CABINETWORK AND ARCHITECTURAL WOODWORK (06410):

1. PROVIDE SHOP FABRICATED CABINETWORK AND ARCHITECTURAL WOODWORK ITEMS

COMPLETE WITH HARDWARE AND ACCESSORIES, AS INDICATED ON ARCHITECTURAL DRAWINGS.

2. ALL CABINETWORK AND ARCHITECTURAL WOODWORK INDICATED ON ARCHITECTURAL

DRAWINGS SHALL BE FABRICATED IN ACCORDANCE WITH THE STANDARDS OF THE "ARCHITECTURAL WOODWORKING INSTITUTE" (AWI), INCLUDING WOOD SELECTION, JOINERY, SIZING FASTENING

AND SHOP FINISHING AS FOLLOWS:

A. "CUSTOM GRADE" FOR PLASTIC LAMINATE OR OPAQUE FINSHED MILLWORK FINISHES

AS INDICTED ON THE DRAWINGS.

B. "HIGH PRESSURE LAMINATE AS AN ARCHITECTURAL WOODWORK MATERIAL" REFERENCED FOR

PLASTIC LAMINATE MILLWORK.

C. "PREMIUM GRADE" FOR EXPOSED WOOD VENEER MILLWORK

3. ALL WOOD SHALL BE FIRE-RETARDANT TREATED AND SHALL COMPLY WITH REQUIREMENTS OF THE

LOCAL BUILDING CODE.

4. SUBMITTALS:

A. SUBMIT THE FOLLOWING IN ACCORDANCE WITH DIVISION 1, SECTION 01340

B. SUBMIT SHOP DRAWINGS FOR ALL ARCHITECTURAL WOODWORK INCLUDING DIMENSIONED

PLANS, ELEVATIONS, CROSS-SECTIONS, AND LARGE-SCALE DETAILS OF CONSTRUCTION TO

ARCHITECT FOR REVEIW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL INDICATE MATERIALS AND WOOD SPECIES, COMPONENT PROFILES, FASTENING, JOINTING, FINISHES, HARDWARE AND

ACCESSORIES; AND ADJACENT WORK OF OTHER TRADES.

C. SUBMIT THREE (3) SAMPLES OF ALL ARCHITECTURAL WOODWORK FINISHES: PAINTED, LACQUER, AND PLASTIC LAMINATE, TO ARCHITECT FOR REVIEW AND ACCEPTANCE PRIOR TO FABRICATION.

D. SUBMIT CERTIFICATION OF FIRE-RETARDANT TREATMENT OF WOOD STATING THE NAME OF

FIRE-RETARDANT MATERIALS USED, AND COMPLIANCE WITH AWPA SPECIFICAITON C1 AND C20

FOR LUMBER.

5. PROTECT ALL ARCHITECTURAL WOODWORK ITEMS DURING TRANSIT, DELIVERY, STORAGE AND HANDLING TO PREVENT DAMAGE, SOILING AND DETERIORATION. THE WOODWORK CONTRACTOR AND GENERAL CONTRACTOR SHALL BE JOINTLY RESPONSIBLE TO MAKE CERTAIN THAT WOOD WORKING IS NOT DELIVERED UNTIL PAINTING, WET WORK

AND SIMILAR OPERATIONS WHICH COULD DAMAGE FINISH WORK HAS BEEN COMPLETED.

6. CONTRACTOR SHALL HAVE EXAMINED THE JOB SITE IN CONJUNCTION WITH PROJECT DOCUMENTS SO AS TO BE SATISFIED AS TO THE CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED, INCLUDING SUCH MATTERS AS UNLOADING FACILITIES, LOCATION AND SIZE OF ELEVATORS, EQUIPMENT OR DOCK FACILITIES AND ANY OTHER CONDITIONS

NEEDED PRELIMINARY TO AND DURING THE WORK.

7. WOODWORK CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS AND SHALL NOT PROCEED WITH THE PORTION OF WORK IN QUESTION UNITL THE DISCREPANCIES

ARE CLARIFIED.

8. MATERIALS:

A. PLASTIC LAMINATE COLOR, MANUFACTURER, AND FINISH AS DESIGNATED ON FINISH PLANS, SHALL BE OF THE FOLLOWING TYPES FOR SPECIFIC APPLICATION, CONFORMING TO NEMA LD-3 AND ARCHITECT APPROVED SAMPLES. ADHESIVE: CONTACT TYPE, FS MM-A 130, AS RECOMMENDED BY MANUFACTURER TO SUIT APPLICATION.

1. HORIZONTAL SURFACES: GENERAL PURPOSE TYPE, NOMINAL 0.050 INCH.

2. VERTICAL SURFACES: VERTICAL SURFACE TYPE, NOMINAL 0.032 INCH.

3. UNEXPOSED SURFACES: BALANCED WITH 0.020 INCH BACKING SHEET.

4. BASES: SPECIFIED PURPOSE TYPE, NOMINAL 0.125 INCH.

5. POSTFORMED COUNTERTOPS: POSTFORMING TYPE, NOMINAL 0.040 INCH.

6. SEMI-EXPOSED SURFACES: CABINET LINER, LOW PRESSURE POLYESTER OVERLAY, NOMINAL 0.020 INCH, UNLESS NOTED TO RECEIVE PLASTIC LAMINATE ON DRAWINGS.

B. EXPOSED WOOD VENEER SHALL BE STAINED TO MATCH EXISTING, OPEN PORE W/STAIN RUBBED LACQUER FINISH.

PROVIDE THE FOLLOWING MATCH AND ASSEMBLY FOR CONTINUOUS SEQUENTUAL USE OF FLITCHES OR EACH SEPARATE EXPANSE OF MATCHED WORK AS INDICATED (I.E. PANELS, DOORS, AND CASEWORK).

1. HORIZONTAL MATCH: BOOK MATCH

2. VERTICAL MATCH: END MATCH

3. ASSEMBLY: CENTER MATCH EACH ASSEMBLY (USE EVEN NUMBER OF EQUAL WIDTH PIECES TO MAKE UP

PANEL WIDTH).

9. CABINET HARDWARE AND RELATED ACCESSORIES SHALL BE INDICATED ON MILLWORK DETAILS FOR APPROVAL.

10. JUST PRIOR TO OWNER ACCEPTANCE, REMOVE PROTECTIVE COVERING, TOUCH UP AS REQUIRED, WIPE CLEAN, ADJUST AND LUBRICATE HARDWARE, AND CHECK FOR PROPER OPERATION OF ALL ITEMS. COORDINATE THIS WITH THE GENERAL

CONTRACTOR.

11. WOOD SUBSTRATE SHALL BE 34" PLYWOOD WITH LAMINATE VENEER APPLIED FINISH. TRIM MOULDING SHALL BE

APPLIED OVER JOINTS OF VENEER SO THAT MINIMAL JOINTS ARE VISIBLE.

12. PROVIDE SOLID HARDWOOD TRIM OF STAIN/PAINT GRADE TO MATCH SAMPLE FOR BASE TRIM.

PROVIDE SHAPES AND THICKNESS SHOWN ON PLANS. ALL WORK IS TO BE TAPERED AND MITERED IN A

PROFESSIONAL MANNER.

METAL ROOF SYSTEMS (07610):

GENERAL:

1. ROOFING : PROVIDE LAYOUTS OF PANELS ON WALLS AND ROOFS, DETAILS OF EDGE CONDITIONS, JOINTS, CORNERS, CUSTOM PROFILES, SUPPORTS, ANCHORAGES, TRIM, FLASHINGS, CLOSURES, AND SPECIAL DETAILS. INCLUDE TRANSVERSE

CROSS-SECTIONS.

2. SAMPLES FOR INITIAL SELECTION PURPOSES IN FORM OF MANUFACTURER'S COLOR CHARTS OR CHIPS SHOWING FULL RANGE OF COLORS, TEXTURES, AND PATTERNS AVAILABLE FOR METAL ROOFING AND SIDING PANELS WITH FACTORY-APPLIED FINISHES.

3. INSTALLER CERTIFICATES SIGNED BY METAL BUILDING MANUFACTURER WRITTEN CERTIFICATION CERTIFYING THAT THE INSTALLER

COMPLIES WITH REQUIREMENTS INCLUDED UNDER THE "QUALITY ASSURANCE" ARTICLE.

4. ALL METAL ROOFING MANUFACTURERS THAT MEET THE SPECIFICATIONS WILL BE CONSIDERED. REVIEW OF PRODUCT WILL TAKE PLACE DURING SUBMITTAL PROCESS AFTER BID HAS BEEN AWARDED. ANY AND ALL COSTS ASSOCIATED WITH THE METAL ROOF, SUBSTRATE, OR WARRANTIES - INCLUDING SELF-INSURED - SHALL BE INCLUDED IN THE BIDS. CHANGE ORDERS WILL NOT BE

ACCEPTED.

QUALITY ASSURANCE:

1. INSTALLER QUALIFICATIONS: ENGAGE AN EXPERIENCED INSTALLER WHO HAS SPECIALIZED IN THE ERECTION AND INSTALLATION OF TYPES OF METAL ROOFING SYSTEMS SIMILAR TO THAT REQUIRED FOR THIS PROJECT AND WHO IS CERTIFIED IN WRITING BY THE CONTRACTOR MANUFACTURER AS QUALIFIED FOR ERECTION OF THE MANUFACTURER'S PRODUCTS.

COORDINATE METAL ROOF ASSEMBLIES WITH RAIN DRAINAGE WORK, FLASHING, TRIM, AND CONSTRUCTION OF SUPPORTS AND OTHER ADJOINING WORK TO PROVIDE A LEAKPROOF, SECURE, AND NONCORROSIVE INSTALLATION.

WARRANTY:

1. SPECIAL WARRANTY ON METAL FINISHES: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPAIR FINISH OR REPLACE METAL ROOF THAT SHOW EVIDENCE OF DETERIORATION OF FACTORY-APPLIED FINISHES WITHIN SPECIFIED

WARRANTY PERIOD.

2.KYNAR 500 FINISH: DETERIORATION INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING:

-COLOR FADING MORE THAN 5 HUNTER UNITS WHEN TESTED ACCORDING TO ASTM D 2244.

-CHALKING IN EXCESS OF A NO. 8 RATING WHEN TESTED ACCORDING TO ASTM D 4214.

-CRACKING, CHECKING, PEELING, OR FAILURE OF PAINT TO ADHERE TO BARE METAL. FINISH WARRANTY PERIOD: 20 YEARS FROM

DATE OF SUBSTANTIAL COMPLETION.

-SPECIAL WEATHERTIGHTNESS WARRANTY FOR STANDING-SEAM METAL ROOF PANELS: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE STANDING-SEAM, METAL ROOF PANEL ASSEMBLIES THAT FAIL TO REMAIN WEATHERTIGHT, INCLUDING LEAKS, WITHIN SPECIFIED WARRANTY PERIOD. WARRANTY PERIOD: 30 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. IT SHALL INCLUDE ANY NECESSARY ENHANCED WIND RIDERS TO MEET THE REQUIRED 130MPH WIND

RATING. NO EXCEPTIONS.

3. G.C. HOLDS THE RIGHT TO COMPLETELY ICE AND WATER SHIELD ENTIRE ROOF TO OBTAIN WEATHERTIGHT WARRANY OR

SELF-INSURE BY HIRING THIRD PARTY INSPECTOR TO VERIFY PROPER INSTALLATION.

ROOFING:

1. ROOF PANELS: MANUFACTURER'S STANDARD FACTORY-FORMED ROOF PANEL SYSTEM DESIGNED FOR THROUGH FASTENING OF PANELS TO ROOF FRAMING. FORM PANELS OF 0.32 ALUMINUM SHEETS WITH 16" COVERAGE AND 1 34" MIN.

STANDING SEAMS. ROOF PANEL PAINTING SHALL BE KYNAR 500 OR APPROVED EQUAL.

2. FASTENERS: SELF-TAPPING SCREWS, BOLTS, NUTS, SELF-LOCKING RIVETS, SELF-LOCKING BOLTS, END WELDED STUDS, AND

OTHER SUITABLE FASTENERS DESIGNED TO WITHSTAND DESIGN LOADS.

3. PROVIDE METAL-BACKED NEOPRENE WASHERS UNDER HEADS OF FASTENERS BEARING ON WEATHER SIDE OF PANELS.

4. LOCATE AND SPACE FASTENINGS IN TRUE VERTICAL AND HORIZONTAL ALIGNMENT. USE PROPER TOOLS TO OBTAIN CONTROLLED UNIFORM COMPRESSION FOR POSITIVE SEAL WITHOUT RUPTURE OF NEOPRENE WASHER.

5. PROVIDE FASTENERS WITH HEADS MATCHING COLOR OF ROOFING OR SIDING SHEETS BY MEANS OF PLASTIC CAPS OR

FACTORY-APPLIED COATING AS REQUIRED BY ROOFING SYSTEM.

6. MANUFACTURER TO PROVIDE STRIATIONS AS REQ'D. TO AVOID "OIL CANNING".

INSTALLATION:

1. PROVIDE METAL ROOF PANELS OF FULL LENGTH FROM EAVE TO RIDGE, UNLESS OTHERWISE INDICATED OR

RESTRICTED BY SHIPPING LIMITATIONS.

2. INSTALL RIDGE AND HIP CAPS AS METAL ROOF PANEL WORK PROCEEDS.

3. FLASH AND SEAL METAL ROOF PANELS WITH WEATHER CLOSURES AT EAVES AND RAKES. FASTEN WITH

SELF-TAPPING SCREWS.

4. STANDING-SEAM METAL ROOF PANELS: FASTEN METAL ROOF PANELS TO SUPPORTS WITH CONCEALED CLIPS AT EACH STANDING-SEAM JOINT AT LOCATION, SPACING, AND WITH FASTENERS RECOMMENDED BY MANUFACTURER.

5. INSTALL CLIPS TO SUPPORTS WITH SELF-TAPPING FASTENERS.

6. INSTALL PRESSURE PLATES AT LOCATIONS INDICATED IN MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.

7. SNAP JOINT: NEST STANDING SEAMS AND FASTEN TOGETHER BY INTERLOCKING AND COMPLETELY ENGAGING

FACTORY-APPLIED SEALANT.

8. SEAMED JOINT: CRIMP STANDING SEAMS WITH MANUFACTURER-APPROVED MOTORIZED SEAMER TOOL SO CLIP, METAL

ROOF PANEL, AND FACTORY-APPLIED SEALANT ARE COMPLETELY ENGAGED.

9. RIGIDLY FASTEN EAVE END OF METAL ROOF PANELS AND ALLOW RIDGE END FREE MOVEMENT DUE TO THERMAL

EXPANSION AND CONTRACTION. PREDRILL PANELS FOR FASTENERS.

10. PROVIDE METAL CLOSURES AT PEAKS, RAKE EDGES AND EACH SIDE OF RIDGE AND HIP CAPS.

11.METAL ROOF PANEL INSTALLATION TOLERANCES: SHIM AND ALIGN METAL ROOF PANELS WITHIN INSTALLED TOLERANCE OF 1/4 INCH IN 20 FEET (6 MM IN 6 M) ON SLOPE AND LOCATION LINES AS INDICATED AND WITHIN 1/8-INCH (3-MM) OFFSET OF

ADJOINING FACES AND OF ALIGNMENT OF MATCHING PROFILES.

12. INSTALL THICKER ROOF SHEATHING AS REQUIRED BY ROOF MANUFACTURER TO MEET HIGH WIND ZONES.

ACCESSORY INSTALLATION:

1. INSTALL ACCESSORIES WITH POSITIVE ANCHORAGE TO BUILDING AND WEATHERTIGHT MOUNTING, AND PROVIDE FOR

THERMAL EXPANSION. COORDINATE INSTALLATION WITH FLASHINGS AND OTHER COMPONENTS.

2. INSTALL COMPONENTS REQUIRED FOR A COMPLETE METAL ROOF PANEL ASSEMBLY INCLUDING TRIM, COPINGS, RIDGE CLOSURES, SEAM COVERS, FLASHINGS, SEALANTS, GASKETS, FILLERS, CLOSURE STRIPS, AND SIMILAR ITEMS.

3. INSTALL COMPONENTS FOR A COMPLETE METAL WALL PANEL ASSEMBLY INCLUDING TRIM, COPINGS, CORNERS, SEAM COVERS, FLASHINGS, SEALANTS, GASKETS, FILLERS, CLOSURE STRIPS, AND SIMILAR ITEMS.

4. WHERE DISSIMILAR METALS WILL CONTACT EACH OTHER OR CORROSIVE SUBSTRATES, PROTECT AGAINST GALVANIC ACTION BY PAINTING CONTACT SURFACES WITH BITUMINOUS COATING, BY APPLYING RUBBERIZED-ASPHALT UNDERLAYMENT TO EACH CONTACT SURFACE, OR BY OTHER PERMANENT SEPARATION AS RECOMMENDED BY MANUFACTURER.

5. FLASHING AND TRIM: COMPLY WITH PERFORMANCE REQUIREMENTS, MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS, AND SMACNA'S "ARCHITECTURAL SHEET METAL MANUAL." PROVIDE CONCEALED FASTENERS WHERE POSSIBLE, AND SET UNITS TRUE TO LINE AND LEVEL AS INDICATED. INSTALL WORK WITH LAPS, JOINTS, AND SEAMS THAT WILL BE PERMANENTLY WATERTIGHT

AND WEATHER RESISTANT.

6. INSTALL EXPOSED FLASHING AND TRIM THAT IS WITHOUT EXCESSIVE OIL CANNING, BUCKLING, AND TOOL MARKS AND THAT IS TRUE TO LINE AND LEVELS INDICATED, WITH EXPOSED EDGES FOLDED BACK TO FORM HEMS. INSTALL SHEET METAL FLASHING AND TRIM TO FIT SUBSTRATES AND TO RESULT IN WATERPROOF AND WEATHER-RESISTANT PERFORMANCE.

7. EXPANSION PROVISIONS: PROVIDE FOR THERMAL EXPANSION OF EXPOSED FLASHING AND TRIM. SPACE MOVEMENT JOINTS AT A MAXIMUM OF 10 FEET (3 M) WITH NO JOINTS ALLOWED WITHIN 24 INCHES (600 MM) OF CORNER OR INTERSECTION. WHERE LAPPED OR BAYONET-TYPE EXPANSION PROVISIONS CANNOT BE USED OR WOULD NOT BE SUFFICIENTLY WEATHER RESISTANT AND WATERPROOF, FORM EXPANSION JOINTS OF INTERMESHING HOOKED FLANGES, NOT LESS THAN 1 INCH (25 MM) DEEP, FILLED WITH MASTIC SEALANT (CONCEALED WITHIN JOINTS).

GUTTERS AND DOWN SPOUTS:

1. G.C. TO LOCATE IN THE FIELD AND TIE INTO CIVIL AS REQ'D.

2. TO BE ALUMINUM K STYLE SEAMLESS GUTTER (4 12" X 6") W/ 3"X4" BOX DOWNSPOUT (MIN.) (SEE PLANS FOR LOCATIONS).

3. COLOR TO MATCH ROOF.

4. SUBMIT SAMPLES TO ARCHITECT FOR APPROVAL PRIOR TO PURCHASE.

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.

P.O. BOX 1827

KITTY HAWK, NC 27949

PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

ATTENDANT

Beaufort County North Carolina

BUILDING

PROJECT NAME:

CN

2406 Princess Anne Road

Virginia Beach, VA 23456 Phone (757) 563-9027

Facsimile(757) 563-9028

Suite 200

COASTAL

E N G I N E E R I N G

PME ENGINEER:

2026 BEACON ARCHITECTURE + DESIGN

P.L.L.C.- ALL RIGHTS RESERVED

3 / 30 / 26

REVISIONS: DATE:

STRUCTURAL ENGINEER:

RPA ENGINEERING, PE

102 REGENCY BLVD., SUITE A1

GREENVILLE, NORTH CAROLINA

PH: (252) 321-6027

Stilley Station

ISSUED FOR

BID

ISSUE FOR BID

3 / 30 / 26

3 / 30 / 26

NOT TO SCALE

T1.2

SPECIFICATIONS

DIVISION 8: DOORS, WINDOW & GLASS

EXTERIOR BUILDING SIDING AND TRIM (07460):

1. 0.46"-0.52" THICK MIN, VINYL 7" TRADITIONAL LAP OR BOARD & BATTEN SIDING BY CERTAINTEED CERTA PLANK/BOARD & BATTEN OR EQUIVALENT: STYLE AND LOCATION AS INDICATED ON THE BUILDING ELEVATIONS FOR DESIGN INTENT.

2. REFER TO SELECTED MFG. FOR INSTALLATION INSTRUCTIONS AND ADDITIONAL SPECIFICATION INFO.

3. VINYL SIDING TO HAVE ROUGH CEDAR TEXTURE.

4. SUBMIT SAMPLE TO ARCHITECT FOR APPROVAL PRIOR TO PURCHASE.

5. SIDING AND TRIM IS TO BE WARRANTEE FOR LIFETIME AND ACCEPTABLE FOR USE IN EXTREME COASTAL ENVIRONMENTS.

6. FASTENERS TO BE APPROVED BY THE SELECTED MANUFACTURER TO CONFORM TO PRODUCT SPECIFICATIONS AND

TO PROVIDE CORROSION RESISTANCE.

7. ALL VINYL SIDING PRODUCTS TO RECEIVE A FACTORY PRIMER WITH TOP COAT APPLIED IN THE FIELD TO THE SPECS. OF THE

SELECTED PRODUCT MANUFACTURER TO MAINTAIN WARRANTY.

8. COLOR TO BE DETERMINED BY THE ARCHITECT AND CLIENT IN THE FIELD.

9. PROVIDE VENTED VINYL SIDING SHEET MATERIALS FOR EXTERIOR SOFFITS AND SOFFIT FASCIAS. (USE 12' LONG SHEETS)

10. BUILDING TRIM TO BE SOLID 54" THICK EXTRUDED PVC, OR EQUIVALENT, OF SIZES AND LOCATIONS TO MATCH ELEVATIONS.

REFER TO SELECTED MFG. FOR INSTALLATION INSTRUCTIONS

11. TRIM, SIDING, AND SOFFIT MATERIAL TO HAVE A WOOD GRAIN FINISH. SEE ARCH. DRAWINGS FOR MORE INFORMATION.

PRODUCT SHOULD BE PAINTABLE PER SELECTED MFG SPECIFICATIONS. ONE-PIECE CORNER TRIM IS ACCEPTABLE IF IT MEETS

DIMENSIONAL REQ'S.

12. EXTERIOR BATTEN STRIPS TO BE SPACED AT APPROX. 8" O.C. MIN., NO EXCEPTIONS.

13. UNDER PORCHES, VENTED VINYL SOFFIT MATERIAL SHALL BE UTILIZED.

14. HORIZONTAL SEAMS WILL ONLY BE ACCEPTABLE AS INDICATED ON EXTERIOR ELEVATIONS.

SEALANTS AND CAULKING (07915):

GENERAL: ALL SEALANTS AND CAULKING SHALL BE NON-STAINING TO ADJACENT EXPOSED MATERIALS.

1. POLYURETHANE OR LOW MODULUS SILICONE SEALANTS: ONE PART SEALANT SHALL BE USED AT ALL EXTERIOR JOINTS, AT DOORS, WINDOWS AND WHERE DISSIMILAR MATERIALS ABUT. USE LEXEL CAULKING AS RECOMMENDED AND PRICED

BY GENERAL CONTRACTOR.

2. ACRYLIC LATEX CAULKING: ONE COMPONENT ACRYLIC WATER BASED COMPOUND TRIMFLEX 834 BY PECORA OR APPROVED EQUAL. USE LATEX CAULKING FOR ALL INTERIOR JOINTS. DO NOT USE IF TEMPERATURE IS BELOW 45 DEGREES F. (USE BUTYL RUBBER BASED PERCORA AC-20 BELOW 45 DEGREES F.)

3. BACKUP MATERIALS, FILLERS AND JOINT PACKING: AS RECOMMENDED BY SEALANT MANUFACTURER. IN GENERAL, USE

CLOSED CELL, BEAD OR ROPE SHAPED EXPANDED POLYURETHANE.

FINISH HARDWARE (08700):

1. PROVIDE FINISH HARDWARE AS INDICATED ON DOOR/HARDWARE SCHEDULE ON ARCHITECTURAL DRAWINGS.

2. SUBMITTALS:

A. FOLLOW IN ACCORDANCE WITH DIVISION 1 SECTION 01340.

B. PRODUCT DATA; SUBMIT MANUFACTURER CATALOG CUTS FOR EACH HARDWARE ITEM.

3. HARDWARE ITEMS:

A. SEE DOOR SCHEDULE FOR HARDWARE GROUP FUNCTIONS, LOCATIONS AND DOOR TYPES.

B. BUTTS: ALL EXTERIOR DOORS TO HAVE NONFERROUS BUTTS WITH NON-REMOVABLE PINS. LABELED DOORS SHALL HAVE STEEL BUTTS. WHERE LABELED DOORS ARE EXTERIOR OUT SWINGING, PROVIDE STAINLESS STEEL BUTTS UNLESS OTHERWISE SPECIFIED, SIZE OF BUTTS WILL BE DETERMINED BY THE

FOLLOWING TABLE:

1. SIZE AND TYPE

A. DOORS 1 34" THICK AND UP TO 41" WIDE: 4 12" HEAVYWEIGHT BALL BEARING

WINDOWS (08500):

1. WINDOWS SHALL BE AS SHOWN AND SCHEDULED.

2. ALL OPERABLE WINDOWS MUST HAVE INSECT SCREENS

3. FOR SIZING AND GRILLE PATTERNS SEE PLANS AND ELEVATIONS FOR FURTHER INFORMATION.

4. GLAZING TO BE LOW-E TO MATCH LOCAL DESIGN PRESSURE AND ASTM REQUIREMENTS FOR 130 MPH WIND PRESSURE AS

WELL AS NC COMMERCIAL ENERGY CODE REQUIREMENTS.

5. WEATHERSTRIPPING TO BE PROVIDED TO MEET REQUIREMENTS FOR EXTREME COASTAL ENVIRONMENTS.

6. COLOR IS TO BE WHITE TO MATCH THE EXTERIOR DOORS. SEE WINDOW SCHEDULE FOR MORE INFORMATION.

7. STRICTLY COMPLY WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. FOLLOW FLASHING REQUIREMENTS CLOSELY.

8. G.C. TO PROVIDE PRE-CUT AND PREDRILLED 7

16" TH. STRUCTURAL PLYWOOD PANELS AND PROPER STAINLESS STEEL SCREWS

TO MEET BASELINE WINDBOURNE DEBRIS REQUIREMENTS. COORDINATE WITH LOCAL BUILDING INSPECTOR FOR ALL REQ'S.

9. ALL HARDWARE TO BE WARRANTIED FOR COASTAL LOCATIONS.

EXTERIOR DOORS (08100):

1. DOORS STYLE TO MATCH EXTERIOR ELEVATIONS AND DOOR SCHEDULE.

2. DOORS TO HAVE SMOOTH FINISH.

4. WEATHERSTRIPPING TO BE INSTALLED AS REQUIRED AND TO MEET ADA REQ'S.

5. HINGES AND STRIKES TO BE CORROSION RESISTANT MATERIAL (COASTAL HARDWARE) WITH SCREWS TO MATCH.

6. FRAME CAN BE FIELD CONSTRUCTED OR BE PROVIDED BY THE DOOR MANUFACTURER WITH PROFILE AND STOP TO

MATCH WALL THICKNESS.

7. ADA THRESHOLD AND ADA HARDWARE AT ALL EXTERIOR LOCATIONS PER THE DOOR SCHEDULE. NO EXCEPTIONS.

8. G.C. TO PROVIDE PRE-CUT AND PREDRILLED 7

16" TH. STRUCTURAL PLYWOOD PANELS AND PROPER STAINLESS STEEL SCREWS

TO MEET BASELINE WINDBOURNE DEBRIS REQUIREMENTS. COORDINATE WITH LOCAL BUILDING INSPECTOR FOR ALL REQ'S.

9. DOOR COLOR TO BE WHITE TO MATCH WINDOWS.

10. ALL DOORS TO MEET NC COMMERCIAL ENERGY CODE REQUIREMENTS.

INTERIOR DOORS (08200):

1. PROVIDE MOLDED WOOD COMPOSITE DOORS AS INDICATED ON ARCHITECTURAL DRAWINGS.

2. SOLID CORE WOOD DOORS; FLUSH TYPE 1 34" THICK (MINIMUM, UNLESS OTHERWISE NOTED) SOLID BLOCK OR STILE AND RAIL CORE. TYPE AS (5 PLY) CONSTRUCTION DOORS SHALL BE PREMIUM GRADE PER AWI STANDARDS. FACE VENEERS AND

SHALL FINISH BE INDICATED ON DOOR SCHEDULE.

A. PROVIDE SOLID WOOD BLOCKING FOR ALL DOOR HARDWARE SUCH THAT NO THROUGH BOLT WILL BE REQUIRED TO PERMANENTLY MOUNT HARDWARE ON DOOR. IF BLOCKING IS NOT PRACTICAL, PROVIDE STAVE-CORE WOOD DOORS.

B. EXECUTION: DOORS SHALL HAVE ALL HANDLING MARKS OR EFFECTS OF EXPOSURE TO MOISTURE. FINAL SANDING OVER ALL EXPOSED SURFACES USING 150 GRIT OR FINER SANDPAPER AND SHALL THEN BE BRUSHED CLEAN.

C. PRIME OR SEAL ALL WOOD DOORS ON ALL SIDES AND EDGES. WHERE ITEMS ARE FURNISHED PRE-PRIMED, TOUCH

UP ALL ABRASIONS.

3. INSTALLATION:

A. HANGING DOORS: ALL DOORS SHALL BE EXPERTLY HUNG, PLUMB AND LEVEL AND SHALL FIT SNUG AGAINST ALL STOPS.

FIT ACCURATELY AND HANG FREE FROM HINGE.

B. HARDWARE SHALL BE FITTED TO FINISHING AND THEN REMOVED AND FINISHING COMPLETED BEFORE FINAL INSTALLATION OF HARDWARE. FINISH HARDWARE MUST BE NEATLY AND PROPERLY INSTALLED IN ACCORDANCE WITH

BEST PRACTICES AS PRESCRIBED BY MANUFACTURERS AND AS APPROVED BY ARCHITECT.

GYPSUM WALLBOARD SYSTEMS (092000):

1. GYPSUM WALLBOARD MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF ASTM C645, C754, AND C840; AND GYPSUM ASSOCIATION GA-216.

A. FIRE-RATED CONSTRUCTION SHALL BE LISTED AND LABELED UL AND CONFORM TO REQUIREMENTS OF GOVERNING

CODES AND REGULATIONS.

B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR USING COMPATIBLE PRODUCTS FOR COMPLETE CONSTRUCTION

ASSEMBLY.

2. GYPSUM WALLBOARD SHALL BE 58" THICK MIN. AS SPECIFIED ON THE ARCHITECTURAL PLANS, AND APPLIED VERTICALLY WITH SCREW FASTENERS, IN GENERAL, PROVIDE TAPING AND FINISH SPACKLING WITH COMPATIBLE MATERIAL. PARTITIONS SHALL BE BRACED OR SECURED SUFFICIENTLY FROM DEFLECTION OF 18" PER 10'-0" LENGTH IN ANY DIRECTION. PROVIDE TEMPORARY

BRACING OF PARTITIONING WORK WHERE REQUIRED TO DIMINISH DEFLECTION PROBLEMS.

3. JOINTS GREATER THAN 18" AT CEILINGS SHALL BE REJECTED. PROVIDE CAULKING AT CEILING FOR PARTITIONS THAT TERMINATE

AT THE CEILING.

4. . ALL DRYWALL PARTITIONING SHALL BE PLUMB, LEVEL, TRUE AND STRAIGHT, PROPERLY BRACED AND RIGID. SURFACES SHALL BE SMOOTH, UNTEXTURED, AND FREE FROM FLAWS AND DEFECTS IN A READY TO PAINT CONDITION. ALL TAPING AND FINISH SPACKLING SHALL BE PREPARED SO THAT LOCATION OF JOINTS AND BLEMISHES CANNOT BE DETECTED AFTER

WALL HAS BEEN PAINTED.

5. ALL DRYWALL IS TO BE TAPED, SANDED AND READY FOR PAINT APPLICATION, SEE FINISH SCHEDULE FOR PAINT SPECS.

DIVISION 9: FINISHES

PAINTING (09900):

1. APPLICATOR SHALL INSPECT ALL SURFACES SCHEDULED TO RECEIVE NEW FINISH. A WATER-BASED OR ACRYLIC EPOXY (SINGLE OR TWO-COMPONENT) SHALL BE USED FOR BEST ADHESION TO DRYWALL. TAPE, JOINTS AND INDENTATIONS SHALL NOT "TELESCOPE" OR READ THROUGH THE PAINT FINISH OR WALL COVERING DO NOT PROCEED WITH WORK UNTIL

UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.

2. WORK SHALL BE 3 COAT APPLICATION USING COMPATIBLE PRIMERS AND PREPARATION ON SUBSTRATES AS RECOMMENDED BY FINISH COAT MANUFACTURERS. ALL PAINTING MATERIALS SHALL BE USED ONLY IN STRICT CONFORMANCE WITH THE MANUFACTURER'S LATEST PRINTED SPECIFICATIONS AND INSTRUCTIONS.

3. PAINT SHALL BE APPLIED BY SKILLED TRADESMEN AND SHALL BE FREE OF ALL RUNS, BRUSH MARKS, SAGS, HOLIDAYS AND

OTHER DEFECTS. ARCHITECT WILL REJECT SUCH DEFECTS.

4. EDGES ADJOINING OTHER MATERIALS OR COLORS SHALL BE SHARP AND CLEAN, WITHOUT OVERLAPPING.

5. BEFORE PAINTING WORK IS TO BEGIN, ARRANGEMENTS SHALL BE MADE FOR PROPER VENTILATION.

6. PROPER PRECAUTIONS SHALL BE TAKEN TO PROTECT ALL AREAS FROM PAINT DRIPS, SPLASHES, OVERLAY, ETC. ALL GLAZING

SHALL BE MASKED ON BOTH SIDES.

7. PROTECT FROM HIGH HUMIDITY AND MOISTURE FOR 10–14 DAYS TO ENSURE PROPER CURE.

8. PROVIDE A SAMPLE, MINIMUM 8 12" X 11" IN SIZE OF EACH PAINT TYPE FOR ARCHITECT'S REVIEW PRIOR TO COMMENCEMENT

OF WORK.

9. BEFORE PAINTING WORK IS TO BEGIN, THE FOLLOWING ENVIRONMENTAL CONDITIONS SHALL BE PROVIDED:

A. MAINTAIN INTERIOR OF BUILDING SPACE WITH TEMPERATURE OF 60 DEGREES F. MIN. AND 85 DEGREES F. MAXIMUM AND A RELATIVE HUMIDITY OF LESS THAN 70% FOR THREE DAYS PRIOR TO START OF PAINTING WORK, DURING THE PAINTING

PROCESS AND AFTER PAINTING WORK HAS BEEN APPLIED.

B. LIGHTING IN ALL SPACES SHALL BE FULL FINAL ILLUMINATION LEVEL. CONTRACTOR SHALL PROVIDE TEMPORARY

LIGHTING WHERE REQUIRED.

10 WHERE PAINTS ARE SPECIFIED, CONTRACTOR TO USE THE METHODS AND MATERIALS AS SPECIFIED BY THE MANUFACTURER.

11. COLORS AND FINISHES AS INDICATED IN FINISH SCHEDULE.

12. UPON SUBSTANTIAL COMPLETION OF THE CONTRACT OR WHEN SO DIRECTED BY THE ARCHITECT, THE CONTRACTOR SHALL RETOUCH ALL PORTIONS OF THE WORK HEREIN SPECIFIED TO BE PAINTED OR FINISHED WHICH MAY HAVE BEEN MARRED

OR DAMAGED.

SEALED CONCRETE (096100):

1. HIGH-PERFORMANCE NON-YELLOWING SEALER TO BE USED ON POROUS CONCRETE.

2. SEALER SHALL DRY TO A MATTE FINISH, ENHANCE COLOR AND PENTRATE THE SURFACE TO RETARD AND RESIST

OIL, FOOD, AND LIGHT STAINING.

3. PREPARE CONCRETE FLOOR PER MANUFACTURER SPECS PRIOR TO SEALANT APPLICATION. CLOSELY FOLLOW

MANUFACTURER'S RECOMMENDATIONS.

B. DOORS 1 34" THICK AND 41" TO 48" WIDE; 4 12" EXTRA HEAVYWEIGHT BALL BEARING OR

OILITE BEARING.

C. DOORS 2" THICK AND/OR OVER 48" WIDE: 5" EXTRA HEAVYWEIGHT BALL BEARING OR

OILITE BEARING.

2. PROVIDE WIDTHS SUFFICIENT TO CLEAR TRIM PROJECTION WHEN DOOR SWINGS 180 DEGREES.

3. PROVIDE 2 HINGES TO 60" HIGH, 3 HINGES TO 90" HIGH, 4 HINGES TO 120" HIGH FOR EACH DOOR LEAF, UNLESS OTHERWISE SPECIFIED OR INDICATED

4. FINISH: MATCH LOCKSET OR LATCHSET, UNLESS OTHERWISE SPECIFIED OR INDICATED.

C. LOCKSETS AND LATCHSETS; PROVIDE HEAVY DUTY CYLINDER (MORTISE) CASES OF METAL MATCHING SPECIFIED FINISH;

INTERIOR PARTS OF STEEL AND ZINC-DICHROMATE PLATING TO RESIST RUSTING AND CORROSION. DO NOT SUPPLY PLASTIC, DIE-CAST OR ALUMINIUM MECHANISMS. CYLINDERS SHALL HAVE FULL ROUND PLUGS OF

EXTRUDED BRASS BAR MATERIAL, AND BE 6-PIN TUMBLER TYPE.

1. FINISH: COORDINATE WITH ARCHITECT AND TOWN IN THE FIELD

2. BACK SET: MATCH FINISH

3. STRIKES- PROVIDE STANDARD BOX-TYPE STRIKES; FURNISH WITH EXTENDED LIPS WHERE REQUIRED TO PROTECT TRIM FROM BEING MARRED BY LATCH BOLT. VERIFY WHETHER STANDARD OR ANSI CUTOUTS ARE

PROVIDED IN METAL FRAMES.

D. KEYS AND KEYING - COORDINATE KEYING WITH OWNERS.

1. PROVIDE 2 GRAND MASTER KEYS TO ACCESS ALL BUILDING DOORS.

2. PROVIDE 2 MASTER KEYS EACH FOR INTERIOR AND EXTERIOR DOORS.

3. KEY ALL INTERIOR DOORS INDIVIDUALLY.

4. PROVIDE 2 KEYS FOR EACH LOCKSET.

5. PROVIDE A LOCKABLE KEY BOX TO BE HUNG WHERE DIRECTED BY OWNER.

E. CLOSERS- EXTERIOR AND INTERIOR DOORS: 5 POUNDS, COMMERCIAL GRADE ONLY.

F. DOOR STOPS- PROVIDE BASE MOUNTED STOPS AT ALL INTERIOR DOORS. FINISH TO MATCH LOCKSETS.

VINYL WALL BASE (096513):

1. COMMERCIAL 4" HIGH, 0.080" GAUGE, BASE.

2. PROVIDE SAMPLES FOR REVIEW BY THE ARCHITECT PRIOR TO INSTALL. SEE DIVISION 1 FOR MORE INFORMATION.

4. INSTALLATION:

A. EXAMINE THE SUBSTRATE AND CONDITIONS UNDER WHICH THE FLOORING IS TO BE INSTALLED AND NOTIFY THE ARCHITECT IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK.

B. SURFACES MUST BE DRY, CLEAN, STRUCTURALLY SOUND AND FREE FROM MOISTURE, ALKALI, DUST, DIRT, WAX, OILS, GREASE, LOOSE PAINT OR PLASTER, WALL COVERINGS OR OTHER FOREIGN MATTER.

C. USE PROPER ADHESIVE FOR SUBSTRATE.

D. FOLLOW MANUFACTURERS INSTALLATION METHOD INCLUDING THAT OF INSIDE/OUTSIDE CORNER PIECE SIZNG, MITERED OR WRAPPED CORNERS.

DIVISION 10

FIRE PROTECTION SPECIALTIES (104400):

1. PROVIDE FIRE EXTINGUISHERS AND FIRE EXTINGUISHER CABINETS AS REQUIRED BY BUILDING INSPECTOR. 1 FOR EVERY

3,000 SF AND NO MORE THAN 75' WALKING DISTANCE. PROVIDE TACTILE SIGNAGE.

2. FIRE EXTINGUISHERS SHALL MEET THE FOLLOWING CRITERIA:

A. EXTINGUISHERS SHALL BE MULTI PURPOSE (MP) TYPE DRY CHEMICAL A B C

B. PROVIDE 5-10 POUND ADA COMPLIANT UNITS AS REQ'D BY FIRE MARSHALL.

3. PROVIDE FIRE EXTINGUISHER CABINETS MEETING THE FOLLOWING CRITERIA:

A. THE UNIT SHALL BE ALUMINUM WITH A FLAT TRIM FRAME.

C. PROVIDE AN ADA COMPLIANT UNIT MOUNTED TO ADA STANDARDS.

D. UNIT SHALL BE AS MANUFACTURED BY LARSEN MFG. OR EQUIVLANENT

4. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS USING ONLY THOSE COMPONENTS

SUPPLIED BY OR APPROVED BY THE MANUFACTURER.

5. PROVIDE EXTINGUISHERS AND CABINETS BY THE SAME MANUFACTURER. UNITS ARE TO BE AS MANUFACTURED

BY LARSEN'S MFG. CO. OR APPROVED EQUAL.

DIVISIONS 11, 13 AND 14

NOT APPLICABLE

DIVISION 12: FURNISHINGS

COMMERCIAL PLUMBING FIXTURES (224200):

WATER CLOSET:

1. SHALL BE AN ADA COMPLIANT VITREOUS CHINA ELONGATED FLOOR MOUNTED.

2. HIGH EFFICIENCY, LOW CONSUMPTION WATER CLOSET. SEE PLUMBING ENGINEERING DRAWINGS FOR GPF.

3. BOWL TO BE FULLY GLAZED.

4. ADJUSTABLE SANITARY FLUSH.

5. MATERIALS SHALL BE CHLORAMINE RESISTANT.

6. TOILET FLUSHERS ON WIDE SIDE OF WATER CLOSETS, TYP.

LAVATORY SINKS:

1. SHALL BE ADA COMPLIANT VITREOUS CHINA WALL MOUNTED OVAL BASIN W/ OVERFLOW.

2. ALL EXPOSED PIPES (PLUMBING & DRAIN) TO BE COVERED AND/OR INSULATED.

3. G.C. TO COORDINATE FAUCET HOLE CUTOUTS.

LAVATORY FAUCET:

1. ADA COMPLIANT LAVATORY OR DECK MOUNTED FAUCET SHALL BE CHROME PLATED SOLID CAST BRASS BODY WITH

CENTER SHANK MOUNTING, 0.5 GPM AERATOR AND FLEXIBLE STAINLESS STEEL SUPPLY HOSE.

KITCHENETTE SINK:

1. SHALL BE 20-GA. (MIN.) STAINLESS STEEL DROP-IN SINGLE BASIN WITH THREE FAUCET HOLES.

KITCHENETTE FAUCET:

1. ADA COMPLIANT LEVER HANDLE HIGH GOOSE-NECK KITCHEN FAUCET.

2. LEVER HANDLES SHALL HAVE WIDESPREAD INSTALLATION - 3 HOLE FAUCET WITH 8" CENTERS.

COMMERCIAL TOILET ACCESSORIES (102813):

GRAB BARS:

1. SHALL BE ADA COMPLIANT TYPE-304 STAINLESS STEEL WITH PEENED GRIPPING SURFACE.

2. SHALL HAVE 18-GUAGE WALL THICKNESS AND 1 14" - 2" OUTSIDE DIAMETER.

3. CLEARANCE BETWEEN GRAB BAR AND WALL SHALL BE 1 12".

4. CONCEALED MOUNTING FLANGES SHALL BE 22-GUAGE STAINLESS STEEL , 3 14" DIAMETER, AND SHALL SNAP OVER

MOUNTING FLANGES TO CONCEAL MOUNTING SCREWS AND/OR FASTENERS.

5. END OF GRAB BAR SHALL PASS THROUGH CONCEALED MOUNTING FLANGES AND BE HELIARC WELDED TO FORM

ONE STRUCTURAL UNIT.

6. GRAB BAR SHALL COMPLY WITH ACCESSIBLE DESIGN (INCLUDING ADAAG IN THE U.S.A.) FOR STRUCTURAL STRENGTH.

7. G.C. TO INSTALL IN-WALL BLOCKING FOR GRABBARS.

TOILET TISSUE DISPENSER:

1. ADA COMPLIANT SURFACE MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER SHALL BE TYPE-304 STAINLESS STEEL WITH

ALL-WELDED CONSTRUCTION, INCLUDING DISPENSING MECHANISM, INNER HOUSING AND CAM.

2. ALL EXPOSED SURFACES SHALL HAVE SATIN FINISH.

3. FRONT OF TISSUE DISPENSER SHALL BE DRAWN, ONE PIECE, SEAMLESS CONSTRUCTION. DOOR SHALL BE SECURED TO CABINET WITH TWO RIVETS AND EQUIPPED WITH TUMBLER LOCK KEYED LIKE OTHER WASHROOM ACCESSORIES.

4. UNIT SHALL DISPENSE TWO STANDARD-CORE TOILET TISSUE ROLLS UP TO 9" DIAMETER.

5. UNIT SHALL BE EQUIPPED WITH TWO THEFT-RESISTANT, HEAVY-DUTY, ONE PIECE, MOLDED ABS SPINDLES.

SOAP DISPENSER:

1. ADA COMPLIANT WALL MOUNTED SOAP DISPENSER, SHALL BE SATIN FINISH STAINLESS STEEL WITH

CHROME-PLATED BRASS PUMP VALVE.

2. UNIT SHALL BE ABLE TO DISPENSE .027 OZ OF LIQUID OR FOAM SOAP.

PAPER TOWEL DISPENSER:

1. SHALL BE EASY PULL DOWN TOWEL DISPENSER

2. SHALL BE WALL MOUNTED SO THAT DISPENSING NOZZLE IS ADA COMPLIANT FOR REACH RANGES.

3. SHALL BE WASTE MINIMIZING W/ ONE-AT-A-TIME TOWEL DISPENSING.

4. SHALL BE EASY TO REFILL, SELF-THREADING UNIT DESIGN.

COUNTERTOPS (123600):

COUNTERTOP SURFACE:

1. SURFACE SHALL BE ADA COMPLIANT COMMERCIAL GRADE HIGH-PRESSURE PLASTIC LAMINATE.

2. PROVIDE SAMPLES FOR REVIEW BY THE ARCHITECT PRIOR TO INSTALL. SEE DIVISION 1 FOR MORE INFORMATION.

DIVISION 22: PLUMBING

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.

P.O. BOX 1827

KITTY HAWK, NC 27949

PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

ATTENDANT

Beaufort County North Carolina

BUILDING

PROJECT NAME:

CN

2406 Princess Anne Road

Virginia Beach, VA 23456 Phone (757) 563-9027

Facsimile(757) 563-9028

Suite 200

COASTAL

E N G I N E E R I N G

PME ENGINEER:

2026 BEACON ARCHITECTURE + DESIGN

P.L.L.C.- ALL RIGHTS RESERVED

3 / 30 / 26

REVISIONS: DATE:

STRUCTURAL ENGINEER:

RPA ENGINEERING, PE

102 REGENCY BLVD., SUITE A1

GREENVILLE, NORTH CAROLINA

PH: (252) 321-6027

Stilley Station

ISSUED FOR

BID

ISSUE FOR BID

3 / 30 / 26

3 / 30 / 26

NOT TO SCALE

T1.3

SPECIFICATIONS

+ 12" A.F.F. MAX.

SLOPE

FLOOR AT

THRESHOLD

INSWING DOOR

(32" CLEAR

MIN.)

+/- 7'-10 3/4" CLR. MIN.

4" M

IN

MAX.

STORAGE ROOM

(UNCONDITIONED,

NO STORAGE OF HAZARDOUS

MATERIALS)

'-0

6' -5

/2

'-6

/2

OPEN OFFICE

CABINET DEPTH

REFRIGERATOR

PURCHASED AND

INSTALLED BY

COUNTY.

FS-6

52" X 30" CLEAR

FLOOR SPACE TO

REFRIG. (CAN

BE OFFSET UP TO

24" OFF THE CL.)

FS-5

52" X 30" CLR.

FLOOR SPACE

PARALLEL

APPROACH

(CENTERED ON

SINK)

5' -1

0"

7'-9"9'-3"3'-0"

'-0

'-0

'-5

/2

20'-0"

'-3

6" 6" 6"

6"

6" 6"

6"

8'-9"11'-3"

A2.1

A2.1

A2.1

A2.1

A3.1

CONC.

SLAB

(NON-LOAD

BEARING)

CONC.

SLAB

(NON-LOAD

BEARING)

3 3

SINK

LINE OF UPPER

CABINETS

ELECTRICAL

PANEL

AND METER

(BACK TO BACK)

A

A

A

A

B

A

AAAA

HVAC INDOOR

UNIT AS REQ'D.

CL

CL

CL CL

CL

A1.2 9A1.2

A3.1

10'-0" 10'-0"

A

FS-1

67" DIA. CLEAR

FLOOR SPACE

FS-2

60" X 56"

APPROACH

TO WATER

CLOSET

FS-4

52" X 30"

CLEAR FLOOR

SPACE TO

LAVATORY

36" MIN

ADA

WC

18"

6"

MAX

"-4

1"

60" CLEAR MIN.

+/- 7'-10 3/4" CLEAR MIN.

18" (15"

MIN CLR.)

NOTE: ALL TOILET ROOM

DIMENSIONS

ARE FROM FACE OF

FINISHED WALL TO FACE

OF FINISHED WALL U.O.N.

FS-3

52" X 30"

SECONDARY

CLEAR FLOOR

SPACE

CL

ADA

TOILET

ROOM

M

IN

M A

X

HORIZONTAL

GRABBARS

SOAP

DISPENSER

TOILET PAPER

DISPENSER

VERTICAL

GRAB BAR

PAPER TOWEL

DISPENSER

WALL HUNG ADA

LAVATORY

COVER HOT WATER

SUPPLY & DRAIN LINES

WITH INSULATION

MIRROR

LINE OF

FINISHED WALL

9' -8

/2

CL

FD

8'

-3

/2

INSULATED

FRAMING FOR

BACKFLOW

PREVENTER, G.C.

TO VERIFY FINAL

SIZE IN THE FIELD

AND PROVIDE

INSULATED

ACCESS PANEL AS

REQ'D. FOR

SERVICE

HEAT PUMP ON

CONCRETE PAD

2'-0"

INSULATED

WALL

A

B B

B B

B

B

B

B

B

D

D

D

D

AE

C

OC

UNRATED TYPICAL EXTERIOR

WALL ASSEMBLY

CEMENT FIBERBOARD SIDING OR APPROVED EQUIV.

SEE ELEVATIONS FOR TYPE AND LOCATION

30 LB BUILDING FELT OR

MFG. RECOMM. EQUIV. WRB PER NC CODE

16" APA RATED PLYWOOD SHEATHING- EXPOSURE 1

2" X 6" WOOD STUD FRAMING @ 16" O.C.

R-15 BATT. INSULATION,

2" GYPSUM WALL BOARD, JOINTS TAPED AND FINISHED

UNRATED 4" INTERIOR

WALL ASSEMBLY

2" GYPSUM WALL BOARD

EACH SIDE, JOINTS TAPED AND FINISHED

2" X 4" WOOD STUDS @ 16" O.C.

W/R-13 BATT INSULATION

UNRATED 6" INTERIOR

WALL ASSEMBLY

2" GYPSUM WALL BOARD

EACH SIDE, JOINTS TAPED AND FINISHED

2" X 4" WOOD STUDS @ 16" O.C.

W/R-15 BATT INSULATION

48" LED SURFACE MOUNTED STRIP LIGHT

A

4" LED WAFER LIGHTB

VANITY BAR LIGHT, DAMP RATEDC

EXTERIOR LED WALLPACK, ADA

COMPLIANT CUTOFF WITH

EMERGENCY BATTERY BACKUP

D

EXHAUST FAN

HVAC SUPPLY

HVAC RETURN

OC OCCUPANCY SENSOR

C

SHEET:

STAMP:

SCALE:

DATE:

DRAWN BY:

ARCHITECTURE + DESIGN, P.L.L.C.

P.O. BOX 1827

KITTY HAWK, NC 27949

PH: (252) 441-6767, FAX (252) 261-6045

BEACON

DRAWING NAME:

ATTENDANT

Beaufort County North Carolina

BUILDING

PROJECT NAME:

CN

2406 Princess Anne Road

Virginia Beach, VA 23456 Phone (757) 563-9027

Facsimile(757) 563-9028

Suite 200

COASTAL

E N G I N E E R I N G

PME ENGINEER:

2026 BEACON ARCHITECTURE + DESIGN

P.L.L.C.- ALL RIGHTS RESERVED

3 / 30 / 26

REVISIONS: DATE:

STRUCTURAL ENGINEER:

RPA ENGINEERING, PE

102 REGENCY BLVD., SUITE A1

GREENVILLE, NORTH CAROLINA

PH: (252) 321-6027

Stilley Station

ISSUED FOR

BID

ISSUE FOR BID

3 / 30 / 26

3 / 30 / 26

SCALE: 12" = 1'-0"

BUILDING FLOOR PLAN

A1.1

BUILDING

PLANS

SCALE: 12" = 1'-0"

REFLECTED CEILING PLAN

GENERAL NOTES:

1. INSPECT AND VERIFY ALL DIMENSIONS ON THE PROJECT AND SITE AS MAY RELATE TO THE EXTENT…