241127 - STANTONSBURG - COMPLETE PRICING.pdf

CS1.0

STANTONSBURG

TOWN HALL & POLICE DEPARTMENT

E0.1

COVER SHEET

ARCHITECTURAL

MECHANICAL

ELECTRICAL

CS1.0

MECHANICAL COVER SHEET M0.1

FLOOR PLAN - DEMOLITION POWER

DRAWING SUMMARY

11.27.2024PRICING

PROJECT #: 24-019

FOR PRICING PURPOSES ONLY,

NOT CONSTRUCTION

312 S. MAIN STREET

STANTONSBURG, NC 27833

1007 Procure Street Fuquay-Varina, NC 27526

919.412.9138

CODE SUMMARYCS2.0

LIFE SAFETY PLAN CS2.1

SPECIFICATIONS CS3.0

SPECIFICATIONS CS3.1

SYMBOLS LEGENDSCS4.0

TYPICAL ANSI DETAILS CS6.0

TYPICAL ANSI DETAILS CS6.1

DEMOLITION FLOOR PLANAD1.1

CONSTRUCTION FLOOR PLAN A1.1

DEMO REFLECTED CEILING PLAN AD2.1

NEW REFLECTED CEILING PLAN A2.1

FINISH PLAN A3.0

FURNITURE AND EQUIPMENT PLAN A4.1

ROOF PLAN A5.0

ENLARGED PLANS AND ELEVATIONSA8.0

ENLARGED PLANS AND ELEVATIONSA8.1

ENLARGED PLANS AND ELEVATIONSA8.2

MILLWORK DETAILS A11.0

MILLWORK DETAILSA11.1

MILLWORK DETAILSA11.2

DOOR SCHEDULE AND DETAILS A12.0

P1.1

PLUMBING

FLOOR PLAN - DEMOLITION PLUMBING

MECHANICAL SCHEDULES M0.2

CRAWLSPACE PLAN - MECHANICAL DEMOLITION M1.1

ATTIC PLAN - MECHANICAL DEMOLITION M1.2

CRAWLSPACE PLAN - MECHANICAL M2.1

ATTIC PLAN - MECHANICAL M2.2

MECHANICAL DETAILS M3.1

E0.2 FLOOR PLAN - POWER

E1.1 FLOOR PLAN - DEMOLITION POWER

E1.2 FLOOR PLAN - POWER

E1.3 FLOOR PLAN - MECHANICAL CONNECTIONS

E2.1 FLOOR PLAN - DEMOLITION LIGHTING

E2.2 FLOOR PLAN - LIGHTING

E3.1 ELECTRICAL DETAILS

E3.2 ELECTRICAL DETAILS

FA1.1 FLOOR PLAN - FIRE ALARM

FA2.1 FIRE ALARM DETAILS

FA2.2 FIRE ALARM DETAILS

P1.2 FLOOR PLAN - WASTE & VENT

P1.3 FLOOR PLAN - WATER

P2.1 PLUMBING RISER

P2.2 PLUMBING RISER

2018 APPENDIX B

BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS

(EXCEPT 1 AND 2 - FAMILY DWELLINGS AND TOWNHOUSES)

A. PROJECT INFORMATION

NAME OF PROJECT: STANTONSBURG TOWN HALL & POLICE DEPARTMENT

ADDRESS: 312 S. MAIN STREET ZIP CODE: 27833

OWNER/AUTHORIZED AGENT: BRIAN HAWLEY PHONE: 252.238.3608 EMAIL: BHAWLEY@TOWNOFSTANTONSBURG.COM

OWNED BY: CITY COUNTY STATE PRIVATE

CODE ENFORCEMENT JURISDICTION: CITY COUNTY STATE

C. CODE DATA

2018 NC BUILDING CODE: (SELECT ONE):

NEW BUILDING ADDITION RENOVATION FIRST TIME INTERIOR COMPLETION

SHELL/CORE - CONTACT THE LOCAL INSPECTION JURISDICTION FOR POSSIBLE ADDITIONAL PR0CEDURES AND

REQUIREMENTS

PHASED CONSTRUCTION - SHELL/CORE- CONTACT THE LOCAL INSPECTION JURISDICTION OR POSSIBLE ADDITIONAL

PR0DECURES AND REQUIREMENTS

2018 NC EXISTING BUILDING CODE: (SELECT ONE): PRESCRIPTIVE REPAIR CHAPTER 14

ALTERATION: LEVEL I LEVEL II LEVEL III

HISTORIC PROPERTY CHANGE OF USE

CONSTRUCTED (DATE): 1979 CURRENT OCCUPANCY(S) (CH. 3): B

RENOVATED (DATE): N/A PROPOSED OCCUPANCY (S) (CH.3): B & A-3

RISK CATEGORY (TABLE 1604.5) CURRENT N/A I II III IV

PROPOSED N/A I II III IV

D. BASIC BUILDING DATA

CONSTRUCTION TYPE: I-A I-B II-A II-B II-B III-A III-B IV

V-A V-B

SPRINKLERS: YES NO PARTIAL NFPA 13 NFPA 13R NFPA 13D

STANDPIPES: NO YES CLASS I II WET DRY

FIRE DISTRICT: YES NO FLOOD HAZARD AREA YES NO

SPECIAL INSPECTIONS REQUIRED: NO YES (CONTACT THE LOCAL INSPECTION JURISDICTION FOR ADDITIONAL

PROCEDURES AND REQUIREMENTS).

GROSS BUILDING AREA TABLE

FLOOR EXISTING (S.F.) REN. AREA (S.F.) NEW (S.F.) SUB-TOTAL

1ST FLOOR 5,380 5,380 0 5,380

TOTALS 5,380 5,380 0 5,380

F. ALLOWABLE HEIGHT

BUILDING HEIGHT IN FEET (TABLE 504.3) 40' EXISTING

BUILDING HEIGHT IN STORIES (TABLE 504.4) 1 1

ALLOWABLE SHOWN ON PLANS CODE REFERENCE

G. FIRE PROTECTION REQUIREMENTS

BUILDING ELEMENT FIRE

SEPARATION

DISTANCE

(FEET)

RATING DETAIL #

AND

SHEET #

DESIGN #

FOR RATED

ASSEMBLY

REQ'D. PROVIDED

(W/ XXX*

REDUCTION)

SHEET #

FOR RATED

PENETRATION

SHEET #

FOR RATED

JOINTS

H. PERCENTAGE OF WALL OPENINGS

FIRE SEPARATION DISTANCE (FEET)

FROM PROPERTY LINE

DEGREE OF OPENINGS PROTECTION

(TABLE 705.8) ALLOWABLE AREA (%) ACTUAL SHOWN ON

PLANS (%)

30 OR GREATER UP, NS NO LIMIT N/A

* INDICATE SECTION NUMBER PERMITTING REDUCTION

STRUCTURAL FRAME, INCLUDING

COLUMNS, GIRDERS, & TRUSSES

BEARING WALLS

EXTERIOR

NORTH

SOUTH

EAST

WEST

INTERIOR

NONBEARING WALLS & PARTITIONS

EXTERIOR WALLS

NORTH

SOUTH

EAST

WEST

INTERIOR WALLS & PARTITIONS

FLOOR CONSTRUCTION INCLUDING

SUPPORTING BEAMS & JOISTS

FLOOR CEILING ASSEMBLY

COLUMNS SUPPORTING FLOORS

ROOF CONSTRUCTION INCLUDING

SUPPORTING BEAMS & JOISTS

ROOF CEILING ASSEMBLY

COLUMNS SUPPORTING ROOF

SHAFT ENCLOSURES - EXIT

SHAFT ENCLOSURES - OTHER

CORRIDOR SEPARATION

OCCUPANCY/FIRE BARRIER

SEPARATION 2-HOUR 2-HOUR U301

PARTY/FIRE WALL SEPARATION

SMOKE BARRIER SEPARATION

SMOKE PARTITION

TENANT/DWELLING UNIT/ SLEEPING

UNIT SEPARATION

INCIDENTAL USE SEPARATION

L. ACCESSIBLE PARKING (SECTION 1106)

TOTAL

LOT OR PARKING

AREA

TOTAL # OF PARKING SPACES

REQUIRED PROVIDED

# OF ACCESSIBLE SPACES PROVIDED

96" SPACES 132" SPACES

N. SPECIAL APPROVALS

SPECIAL APPROVAL: (LOCAL JURISDICTION, DEPARTMENT OF INSURANCE, OSC, DPI, DHHS, ETC.)

N/A

Q. MECHANICAL DESIGN (PROVIDE ON THE MECHANICAL SHEETS IF APPLICABLE)

MECHANICAL SYSTEMS, SERVICE SYSTEMS & EQUIPMENT

THERMAL ZONE:

WINTER DRY BULB: XXX

SUMMER DRY BULB: XXX

INTERIOR DESIGN CONDITIONS: XXX

WINTER DRY BULB: XXX

SUMMER DRY BULB: XXX

RELATIVE HUMIDITY: XXX

BUILDING HEATING LOAD: XXX

BUILDING COOLING LOAD: XXX

MECHANICAL SPACING CONDITIONING SYSTEM:

UNITARY

DESCRIPTION OF UNIT: XXX

HEATING EFFICIENCY: XXX

COOLING EFFICIENCY: XXX

SIZE CATEGORY OF UNIT: XXX

BOILER:

SIZE CATEGORY. IF OVERSIZED, STATE REASON: XXX

CHILLER:

SIZE CATEGORY. IF OVERSIZED, STATE REASON: XXX

LIST EQUIPMENT EFFICIENCIES: XXX

R. ELECTRICAL DESIGN

(PROVIDE ON THE ELECTRICAL SHEETS IF APPLICABLE)

ELECTRICAL SUMMARY

ELECTRICAL SYSTEM & EQUIPMENT

METHOD OF COMPLIANCE: ENERGY CODE PRESCRIPTIVE PERFORMANCE

ASHRAE 90.1 PRESCRIPTIVE PERFORMANCE

LIGHTING SCHEDULE (EACH FIXTURE TYPE)

LAMP TYPE REQUIRED IN FIXTURE

NUMBER OF LAMPS IN FIXTURE

BALLAST TYPE USED IN FIXTURE

NUMBER OF BALLASTS IN FIXTURE

TOTAL WATTAGE PER FIXTURE

TOTAL INTERIOR WATTAGE SPECIFIED VS. ALLOWED (WHOLE BUILDING

OR SPACE BY SPACE)

TOTAL EXTERIOR WATTAGE SPECIFIED VS. ALLOWED

ADDITIONAL EFFICIENCY PACKAGE OPTIONS

(WHEN USING THE 2018 NCECC; NOT REQUIRED FOR ASHRAE 90.1)

C406.2 MORE EFFICIENT HVAC EQUIPMENT PERFORMANCE

C406.3 REDUCED LIGHTING POWER DENSITY

C406.4 ENHANCED DIGITAL LIGHTING CONTROLS

C406.5 ON-SITE RENEWABLE ENERGY

C406.6 DEDICATED OUTDOOR AIR SYSTEM

C406.7 REDUCED ENERGY USE IN SERVICE WATER HEATER

B. DESIGN PROFESSIONAL INFORMATION

CONTACT: JESSICA SWANSON

DESIGNER FIRM NAME LICENSE PHONE EMAIL

ARCHITECTURAL TURPENTINE DESIGN JESSICA SWANSON 15382 919.412.9138 JESS@TURPENTINE-DESIGN.COM

CIVIL - - -

ELECTRICAL ALIGN ENGINEERING RICHARD COPELAND NC 29517 919.650.6565 RICK@AE-NC.COM

FIRE ALARM ALIGN ENGINEERING RICHARD COPELAND NC 29517 919.650.6565 RICK@AE-NC.COM

PLUMBING ALIGN ENGINEERING EMMETT WILLIS NC 041129 919.650.6565 EMMETT@AE-NC.COM

MECHANICAL ALIGN ENGINEERING NATHAN ROMBLAD NC 041129 919.650.6565 NATHAN@AE-NC.COM

SPRINKLER-STANDPIPE - - - - -

STRUCTURAL - - - - -

RETAINING WALLS <5' HIGH - - - - -

OTHER - - - - -

E. ALLOWABLE AREA

PRIMARY OCCUPANCY CLASSIFICATION(S):

ASSEMBLY A-1 ASSEMBLY A-2 ASSEMBLY A-3

ASSEMBLY A-4 ASSEMBLY A-5 BUSINESS

EDUCATIONAL FACTORY F-1 FACTORY F-2

HAZARDOUS-1 DETONATE HAZARDOUS H-2 DEFLAGRATE HAZARDOUS-3 COMBUST

HAZARDOUS H-4 HEALTH HAZARDOUS H-5 HPM INSTITUTIONAL I-1 CONDITION 1

INSTITUTIONAL I-1 CONDITION 2 INSTITUTIONAL I-2-CONDITION 1 INSTITUTIONAL I-2 CONDITION 2

INSTITUTIONAL I-3 CONDITION 1 INSTITUTIONAL I-3 CONDITION 2 INSTITUTIONAL I-3 CONDITION 3

INSTITUTIONAL I-3 CONDITION 4 INSTITUTIONAL I-3 CONDITION 5 INSTITUTIONAL I-4

MERCANTILE RESIDENTIAL R-1 RESIDENTIAL R-2

RESIDENTIAL R-3 RESIDENTIAL R-4 STORAGE S-1

STORAGE S-1 HIGH PILE STORAGE S-2 STORAGE S-2 HIGH-PILED

STORAGE PKNG. GARAGE (OPEN) STORAGE PARKING GARAGE (ENCLOSED) STORAGE REPAIR GARAGE

UTILITY AND MISC.

ACCESSORY OCCUPANCY CLASSIFICATIONS(S): N/A

INCIDENTAL USES (TABLE 509): N/A

SPECIAL USES (CHAPTER 4 - LIST CODE SECTIONS): N/A

SPECIAL PROVISIONS: (CHAPTER 5 - LIST CODE SECTIONS): N/A

MIXED OCCUPANCY: YES NO SEPARATION: 2 HR. EXCEPTION: XXX

SELECT ONE:

NON-SEPARATED USE (508.3)

SEPARATED USE (508.4) - SEE BELOW FOR AREA CALCULATIONS FOR EACH STORY, THE AREA OF THE

OCCUPANCY SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL FLOOR AREA OF EACH USE

DIVIDED BY THE ALLOWABLE FLOOR AREA FOR EACH USE SHALL NOT EXCEED 1.

ACTUAL AREA OF OCC. A + ACTUAL AREA OF OCC. B ≤1

ALLOWABLE AREA OF OCC. A ALLOWABLE AREA OF OCC. B

+ + ... ... = ≤1.0

STORY NO. DESCRIPTION

AND USE

(A)

BLDG. AREA PER STORY

(ACTUAL)

(B)

TABLE 506.2 (4)

AREA

(C)

AREA FOR

FRONTAGE

INCREASE (1,5)

(D)

ALLOWABLE AREA

PER STORY OR

UNLIMTED (2,3)

1. FRONTAGE INCREASES FROM SECTION 506.3 ARE COMPUTED THUS:

A. PERIMETER WHICH FRONTS A PUBLIC WAY OR OPEN SPACE HAVING 20 FT. MIN. WIDTH = XXXX (F)

B. TOTAL BUILDING PERIMETER = XXX (P)

C. RATIO (F/P) = XXX (F/P)

D. W = MINIMUM WIDTH OF PUBLIC WAY = XXX (W)

E. PERCENT OF FRONTAGE INCREASE I(F) = 100{(F/P - 0.25} X W/30 = XXX (%)

2. UNLIMITED AREA APPLICABLE UNDER CONDITIONS OF SECTION 507.

3. MAXIMUM BUILDING AREA = TOTAL NUMBER OF STORIES IN THE BUILDING X D (MAXIMUM 3 STORIES) (506.2).

4. THE MAXIMUM AREA OF OPEN PARKING GARAGES MUST COMPLY WITH TABLE 406.5.4.

5. FRONTAGE INCREASE IS BASED ON THE UNSPRINKLERD AREA VALUE IN TABLE 506.2

1. PROVIDE CODE REFERENCE IF THE "SHOWN ON PLANS" QUANITY IS NOT BASED ON TABLE 504.3 OR 504.4.

2. THE MAXIMUM HEIGHT OF AIR TRAFFIC CONTROL TOWERS MUST COMPLY WITH TABLE 412.3.1.

3. THE MAXIMUM HEIGHT OF OPEN PARKING GARAGES MUST COMPLY WITH TABLE 406.5.4.

I. LIFE SAFETY SYSTEM REQUIREMENTS

EMERGENCY LIGHTING: YES NO

EXIT SIGNS: YES NO

FIRE ALARM: YES NO

SMOKE DETECTION SYSTEMS: YES NO PARTIAL

CARBON MONOXIDE DETECTION: YES NO

K. ACCESSIBLE DWELLING UNITS (SECTION 1107)

UNIT

CLASSIFICATION

TOTAL

UNITS

ACCESSIBLE

UNITS

REQUIRED

ACCESSIBLE

UNITS

PROVIDED

TYPE A UNITS

REQUIRED

TYPE A UNITS

PROVIDED

TYPE B UNITS

REQUIRED

TYPE B UNITS

PROVIDED

TOTAL

ACCESSIBL

E UNITS

PROVIDED

TOTAL #

ACCESSIBLE

PROVIDED

NEW 1 2 2 1 1 1 2 - 1 1

REQ'D 1 1 2 - 1 1 2 - 2* 2*

USE WATERCLOSETS

MALE FEMALE

URINALS LAVATORIES

MALE FEMALE

SHOWERS/

TUBS

DRINKING FOUNTAINS

REGULAR ACCESSIBLE

M. PLUMBING FIXTURE REQUIREMENTS (TABLE 2902.1)

UNISEX UNISEX

SPACE

O. ENERGY SUMMARY

ENERGY REQUIREMENTS:

THE FOLLOWING DATA SHALL BE CONSIDERED MINIMUM AND ANY SPECIAL ATTRIBUTE REQUIRED TO MEET THE ENERGY CODE SHALL ALSO BE PROVIDED. EACH DESIGNER SHALL FURNISH THE REQUIRED PORTIONS OF THE PROJECT INFORMATION FOR THE PLAN DATA SHEET. IF PERFORMANCE METHOD, STATE THE ANNUAL ENERGY COST FOR THE STANDARD REFERENCE DESIGN VS ANNUAL ENERGY

COST FOR THE PROPOSED DESIGN.

EXISTING BUILDING ENVELOPE COMPLIES WITH CODE YES (THE REMAINDER OF THIS SECTION IS

NOT APPLICABLE)

NO

EXEMPT BUILDING NO YES (PROVIDE CODE OF STATUTORY REFERENCE): XXX

CLIMATE ZONE N/A 3A 4A 5A

METHOD OF COMPLIANCE): ENERGY CODE PERFORMANCE PRESCRIPTIVE

ASHRAE 90.1 PERFORMANCE PRESCRIPTIVE

(IF OTHER SPECIFY SOURCE HERE) XXX

THERMAL ENVELOPE (PRESCRIPTIVE METHOD ONLY)

ROOF/CEILING ASSEMBLY (EACH ASSEMBLY)

DESCRIPTION OF ASSEMBLY: XXX

U - VALUE OF TOTAL ASSEMBLY: XXX

R- VALUE OF INSULATION: XXX

SKYLIGHTS IN EACH ASSEMBLY: XXX

U- VALUE OF SKYLIGHT: XXX

TOTAL SQUARE FOOTAGE OF SKYLIGHTS IN EACH ASSEMBLY: XXX

EXTERIOR WALLS (EACH ASSEMBLY)

DESCRIPTION OF ASSEMBLY: XXX

U-VALUE OF TOTAL ASSEMBLY: XXX

R- VALUE OF INSULATION: XXX

OPENINGS (WINDOWS OR DOORS WITH GLAZING)

U-VALUE OF ASSEMBLY: XXX

SOLAR HEAT GAIN COEFFICIENT: XXX

PROJECTION FACTOR: XXX

DOOR R- VALUE: XXX

WALLS BELOW GRADE (EACH ASSEMBLY)

DESCRIPTION OF ASSEMBLY: XXX

U-VALUE OF TOTAL ASSEMBLY: XXX

R- VALUE OF INSULATION: XXX

FLOORS OVER UNCONDITIONED SPACE (EACH ASSEMBLY)

DESCRIPTION OF ASSEMBLY: XXX

U- VALUE OF TOTAL ASSEMBLY: XXX

R- VALUE OF INSULATION: XXX

FLOORS SLAB ON GRADE

DESCRIPTION OF ASSEMBLY: XXX

U- VALUE OF TOTAL ASSEMBLY: XXX

R- VALUE OF INSULATION: XXX

HORIZONTAL/VERTICAL REQUIREMENT: XXX

SLAB HEATED: XXX

P. STRUCTURAL DESIGN (PROVIDE ON STRUCTURAL SHEETS IF APPLICABLE)

DESIGN LOADS:

IMPORTANCE FACTORS SNOW (IS) XXX

SEISMIC (IE) XXX

LIVE LOADS:

ROOF XXX PSF

MEZZANINE XXX PSF

FLOOR XXX PSF

GROUND SNOW LOAD XXX PSF

WIND LOAD ULTIMATE WIND SPEED XXX MPH (ASCE-7)

EXPOSURE CATEGORY XXX

SEISMIC DESIGN CATEGORY: A B C D

PROVIDE THE FOLLOWING SEISMIC DESIGN PARAMETERS:

RISK CATEGORY (TABLE 1604.5) I II III IV

SPECTRAL RESPONSE ACCELERATION: S(S) XXX %G S(I) XXX %G

SITE CLASSIFICATION (ASCE 7): A B C D E F

DATA SOURCE: FIELD TEST PRESUMPTIVE HISTORICAL DATA

BASIC STRUCTURAL SYSTEM: BEARING WALL BUILDING FRAME MOMENT FRAME

DUAL W/ SPECIAL MOMENT FRAME

DUAL W/ INTERMEDIATE R/C OR SPECIAL STEEL

INVERTED PENDULUM

ANALYSIS PROCEDURE: SIMPLIFIED EQUIV. LATERAL FORCE DYNAMIC

ARCH./MECH. COMPONENTS ANCHORED? YES NO

LATERAL DESIGN CONTROL: EARTHQUAKE WIND

SOIL BEARING CAPACITIES:

FIELD TEST (PROVIDE COPY OF TEST REPORT) XXX PSF

PRESUMPTIVE BEARING CAPACITY XXX PSF

PILE SIZE, TYPE & CAPACITY XXX

J. LIFE SAFETY PLAN REQUIREMENTS

LIFE SAFETY PLAN SHEET #: CS2.1.

FIRE AND/OR SMOKE RATED WALL LOCATIONS (CHAPTER 7)

ASSUMED AND REAL PROPERTY LINE LOCATIONS (IF NOT ON THE SITE PLAN)

EXTERIOR WALL OPENING AREA WITH RESPECT TO DISTANCE TO ASSUMED PROPERTY LINES (705.8) OCCUPANCY USE FOR EACH AREA AS IT RELATES TO OCCUPANT LOAD CALCULATION (TABLE 1004.1.2)

OCCUPANT LOADS FOR EACH AREA

EXIT SIGN LOCATIONS (1013)

EXIT ACCESS TRAVEL DISTANCES (1017)

COMMON PATH OF TRAVEL DISTANCES (TABLES 1006.2.1 & 1006.3.2(1))

DEAD END LENGTHS (1020.4)

CLEAR EXIT WIDTHS FOR EACH EXIT DOOR

MAXIMUM CALCULATED OCCUPANT LOAD CAPACITY FOR EACH EXIT DOOR CAN ACCOMMODATE BASED ON EGRESS WIDTH (1005.3)

ACTUAL OCCUPANT LOAD FOR EACH EXIT DOOR

A SEPARATE SCHEMATIC PLAN INDICATING WHERE FIRE RATED FLOOR/CEILING AND/OR ROOF STRUCTURE PROVIDED FOR PURPOSES

OF OCCUPANCY SEPARATION

LOCATION OF DOORS WITH PANIC HARDWARE (1010.1.10)

LOCATION OF DOORS WITH DELAYED EGRESS LOCKS AND THE AMOUNT OF DELAY (1010.1.9.7)

LOCATION OF DOORS WITH ELECTROMAGNETIC EGRESS LOCKS (1010.1.9.9)

LOCATION OF DOORS EQUIPPED WITH HOLD OPEN DEVICES

LOCATION OF EMERGENCY ESCAPE WINDOWS (1030)

THE SQUARE FOOTAGE OF EACH FIRE AREA (202)

THE SQUARE FOOTAGE OF EACH SMOKE COMPARTMENT FOR OCCUPANCY CLASSIFICATIONS I-2 (407.5) NOTE ANY CODE EXCEPTIONS OR TABLE NOTES THAT MAY HAVE BEEN UTILIZED REGARDING THE ITEMS ABOVE

1 COUNCIL ROOM (A-3) 823 6,000 N/A 6,000

1 ADMIN AREAS/PD (B) 4,537 9,000 N/A 9,000

6,000

4,537 9,000

0.64

N/A

EXISTI

NG TO

RE

MAIN

N/A

EXISTI

NG TO

RE

MAIN

*PER SECTION 2902.7 AN ADJUSTMENT IN OCCUPANT CONTENT SHALL BE MADE PER OWNER REQUEST.

N/A

REF

ER

TO

MECH

ANICA

L S

HEET

S

REF

ER

TO

ELE

CTR

ICA

L S

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S

CODE SUMMARY

SCALE: NTS

CS2.0

COPYRIGHT 2024 - ALL RIGHTS RESERVED

PRINTED OR ELECTRONIC DRAWINGS & DOCUMENTATION MAY NOT BE REPRODUCED OR

REDISTRIBUTED IN ANY WAY WITHOUT WRITTEN PERMISSION FROM TURPENTINE DESIGN

STANTONSBURG

TOWN HALL

312 S. MAIN ST.,

STANTONSBURG, NC 27833

SHEET #

ARCH PROJECT # 24-019

DESCRIPTION DATE

1007 Procure Street Fuquay-Varina, NC 27526

919.412.9138 turpentine-design.com

50% REVIEW 08.20.24

90% REVIEW 09.19.24

PRICING 11.27.24

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NO

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LEVELSTAIR

S.F. (SECTION 1005.3)AREA EGRESS WIDTH

USE GROUPTHE PORTION OF THE MEANS OF EGRESS WHICH IS SEPARATED FROM

OTHER INTERIOR SPACES OF A BUILDING OR STRUCTURE BY

FIRE-RESISTANCE RATED CONSTRUCTION AND OPENING PROTECTIVES

AS REQUIRED TO PROVIDE A PROTECTED PATH OF EGRESS TRAVEL

BETWEEN THE EXIT ACCESS AND THE EXIT DISCHARGE. EXITS

INCLUDE EXTERIOR EXIT DOORS AT THE LEVEL OF EXIT DISCHARGE,

VERTICAL EXIT ENCLOSURES, EXIT PASSAGEWAYS, EXTERIOR EXIT

STAIRWAYS, EXTERIOR EXIT RAMPS AND HORIZONTAL EXITS.

NODE WHICH DEFINES WHERE THE COMMON PATH OF EGRESS

TRAVEL DISTANCE HAS BEEN DETERMINED. THIS POINT OCCURS

ALONG THE EXIT ACCESS ROUTE AND ESTABLISHES WHERE 2

DISTINCT PATHS OF EGRESS TRAVEL BECOME AVAILABLE.

STARTING POINT TO WHICH THE TRAVEL DISTANCE TO THE NEAREST

EXIT IS DETERMINED. THIS POINT IS DEFINED AS THE MOST REMOTE

POINT WITHIN THE SPACE OR STORY. THE TRAVEL DISTANCE IS

TAKEN ALONG THE NATURAL AND UNOBSTRUCTED PATH OF EGRESS

TRAVEL TO AN EXTERIOR EXIT DOOR AT THE LEVEL OF DISCHARGE,

AN ENTRANCE TO A VERTICAL EXIT ENCLOSURE, AN EXIT

PASSAGEWAY, A HORIZONTAL EXIT, AN EXTERIOR EXIT STAIRWAY

OR AN EXTERIOR EXIT RAMP.

LOAD (A/B)

FEC

FIRE EXTINGUISHER OR FIRE EXTINGUISHER CABINET. SEE SYMBOLS

LIBRARY FOR MORE INFORMATION ON THE SPECIFICATION.

CPT

*SUITE EXIT

*BLDG EXIT

SYMBOL INDICATING DIRECTION OF TRAVEL, OCCUPANT LOAD

SERVING DOOR, REQUIRED CLEAR WIDTH, AND PROVIDED CLEAR

WIDTH.

REQ'D. EGRESS WIDTH

ACTUAL EGRESS WIDTH

OCCUPANT LOADX

X X

FE

CALCULATED

OCCUPANCY

CLASSIFICATION

FLOOR AREA ALLOWANCE

PER OCCUPANTHATCH PATTERN

7 NET CONCENTRATED

(CHAIRS ONLY- NOT FIXED)

SHOWN ON PLANSACTUAL WIDTH

LEVELSTAIRLEVELSTAIR

EXIT WIDTH (INCHES)

OCCUPANT

REQUIRED WIDTH

(A/B) X C(TABLE 1005.3)PERAREAOR SPACE

PER OCCUPANT

(C)(B)(A)

DESCRIPTION

OCCUPANT LOAD AND EXIT WIDTH CALCULATIONS

OCCUPANT

(1004)

100 GROSS

BUSINESS (B) 100 GROSS

TOTALS

ASSEMBLY (A-3)

BUSINESS (B)

STORAGE (S-2) 300 GROSS

ASSEMBLY (A-3) (CONCENTRATED - CHAIRS

ONLY, NOT FIXED)

GC SHALL PROVIDE SIGNAGE COMPLYING WITH NCBC 1110,

E107 AND A117.1 2009.

(NO HATCH)

STORAGE (S-2)

OCCUPANCY LEGENDLIFE SAFETY GENERAL NOTESLIFE SAFETY PLAN LEGEND

7 NET

VARIES 124

300 GROSS

5,195

THIS LIFE SAFETY STUDY IS BASED ON THE 2018 NCBC.

ALL EXISTING LIFE SAFETY SYSTEMS (SPRINKLER, FIRE

ALARM, EGRESS LIGHTING AND EXIT SIGNS) SHALL BE

MAINTAINED DURING CONSTRUCTION.

GC SHALL PROVIDE (IF NOT ALREADY EXISTING) TACTILE

EXIT SIGNS AT ALL EXIT DISCHARGES PER NCBC 1011.3.

GC SHALL BE RESPONSIBLE WITH SAFEGUARDS DURING

CONSTRUCTION COMPLYING WITH NCBC CHAPTER 33.

ALL INTERIOR FINISHES SHALL COMPLY WITH NCBC T803.11.

GC TO MAINTAIN EXISTING ACCESSIBLE PARKING AS WELL

AS ACCESSIBLE ROUTE FROM ADA PARKING TO THE

BUILDING ENTRYWAY FREE AND CLEAR AT ALL TIMES

DURING AND AFTER CONSTRUCTION. IN ADDITION, ADA

ROUTE TO ACCESSIBLE RESTROOMS AND WATER

FOUNTAINS SHALL ALSO BE MAINTAINED AT ALL TIMES.

9 *NOTES:

GC SHALL MAINTAIN CLEAR PATHS OF EGRESS TO EXITS

DURING ALL PHASES OF CONSTRUCTION.

4,040 41

1 LIFE SAFETY PLAN

SCALE: 1/8" = 1'-0"

0.3 0.2 - - - -

RA

MP

DO

W N

FINANCE

OFFICER

EXISTING

UTILITY CLOSET

SGT.

OFFICE

SUPPLY

CLOSET

CHIEF

OFFICE

PUBLIC

SAFETY

EVIDENCE

TV

BILL PAY

INTERVIEW

RAMP

DOWN

RAMP

DOWN

RA

MP

DO

W N

TOWN CLERK

OFFICE

PUBLIC

RECORDS

STORAGE

PUBLIC

RECORDS

PRNT

TV I.T.

RAMP

DOWN

TV

BREAK

ROOM

TOWN

MANAGER

MAYOR

OPEN

WORK

CONFERENCE

ROOM

JAN.

BREAK

ROOM

COUNCIL

ROOM

UNISEX

UNISEX

MEN'S

WOMEN'S

A

A

LIFE SAFETY KEY NOTES

DOOR IS TO BE EQUIPPED WITH PANIC

HARDWARE. REFER TO DOOR SCHEDULE SHEET

FOR MORE INFORMATION.

X X

EXIT SIGNAGE (WALL OR CEILING MOUNTED). REFER TO ELECTRICAL

ENGINEERING DRAWINGS FOR MORE INFORMATION.

OCCUPANT LOAD POSTING - SIGNAGE THAT

MEETS NCBC 1004.3 SHALL BE PLACED IN

CONSPICUOUS PLACE NEAR MAIN EXIT. SEE

GENERAL LIFE SAFETY NOTE #1 THIS SHEET

DOOR NOTED IS EQUIPPED WITH PANIC HARDWARE. REFER TO DOOR

SCHEDULE FOR MORE INFORMATION.

"CR" SYMBOL INDICATES SECURE DOOR(S) EQUIPPED WITH

CARD READER AND ELECTRIFIED HARDWARE OR MAGNETIC

LOCK. SEE DOOR SCHEDULE FOR MORE INFORMATION.

REQUIRED DOOR SEPARATION:

(105'-11"/2) 53'-0"

ACTUAL DOOR SEPARATION: 81'-11"

OVERAL DIAGONAL: 105'-11" TRAVEL DISTANCE: 51'-0"

TRAVEL DISTANCE: 68'-5"

OVERAL DIAGONAL: 40'-9"

REQUIRED DOOR SEPARATION:

(40'-9"/2) 20'-5"

ACTUAL DOOR SEPARATION: 29'-4"

TRAVEL DISTANCE: 65'-4"

ACCESSIBLE ENTRY/EXIT

ASSEMBLY (A-3) (UNCONCENTRATED -

TABLES & CHAIRS) / PLATFORM 15 NET294 20

ASSEMBLY (A-3) 15 NET (UNCONCENTRATED TABLES

AND CHAIRS)

0.3 0.2

0.3 0.2

0.3 0.2

0.3 0.2

N/A 8.2

N/A 12.2

N/A 4

N/A 0.4

N/A 102

N/A 68

N/A 48

N/A 68

LIFE SAFETY PLAN

SCALE: 1/8" = 1'-0"

CS2.1

COPYRIGHT 2024 - ALL RIGHTS RESERVED

PRINTED OR ELECTRONIC DRAWINGS & DOCUMENTATION MAY NOT BE REPRODUCED OR

REDISTRIBUTED IN ANY WAY WITHOUT WRITTEN PERMISSION FROM TURPENTINE DESIGN

STANTONSBURG

TOWN HALL

312 S. MAIN ST.,

STANTONSBURG, NC 27833

SHEET #

ARCH PROJECT # 24-019

DESCRIPTION DATE

1007 Procure Street Fuquay-Varina, NC 27526

919.412.9138 turpentine-design.com

50% REVIEW 08.20.24

90% REVIEW 09.19.24

PRICING 11.27.24

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GENERAL CONSTRUCTION NOTES:

1. ALL WORK SHALL COMPLY WITH THE APPLICABLE LOCAL CODES AND BUILDING RULES AND

REGULATIONS.

2. CM/CONTRACTOR SHALL REVIEW AND STUDY THE CONTRACT DOCUMENTS AND SHALL BE

RESPONSIBLE FOR THE COORDINATION OF THE WORK OF ALL TRADES.

3. CM/CONTRACTOR SHALL ACQUAINT THEMSELVES WITH THE JOB AND VERIFY ALL

DIMENSIONS, EXISTING CONDITIONS, ETC. BEFORE COMMENCING ANY PHASE OF THE WORK.

4. CM/CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY BETWEEN THE

DRAWINGS, THESE NOTES AND FIELD CONDITIONS PRIOR TO COMMENCING ANY

DISCREPANCY BETWEEN THE DRAWINGS, THESE NOTES AND FIELD CONDITIONS PRIOR TO

COMMENCING ANY PHASE OF THE WORK.

5. ALL WOOD BLOCKING AND GROUNDS, ARE TO BE FIRE-RETARDANT TREATED AND

CONFORM TO ANY AND ALL BUILDING CODE REQUIREMENTS CONCERNING FIREPROOFING.

6. CM/CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AS REQUIRED TO PATCH

AND REPAIR EXISTING FINISHES OR PROVIDE NEW FINISHES IN ORDER TO PROVIDE A FINAL

COMPLETE FINISH AFTER ALL DEMOLITION, CHAPPING, REMOVAL, ETC.

7. ALL OPENINGS IN RATED WALLS AND ENCLOSURES SHALL BE PROTECTED WITH FIRE RATED

PROTECTIVE DEVICES AS PER THE LOCAL BUILDING CODE.

8. CM/CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS AND/OR SAMPLES FOR ALL

PERTINENT TRADES, INCLUDING WOODWORK, DOORS AND HARDWARE, LIGHTING, ETC. TO

ARCHITECT FOR APPROVAL PRIOR TO COMMENCING WORK.

9. ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS SHALL HAVE CORNER BEADS TAPED AND

SPACKLED. ALL GYPSUM BOARD ABUTTING CEILING TILES AND ELSEWHERE AS INDICATED

SHALL HAVE TAPING "L" BEADS, TAPED AND SPACKLED.

WOOD TRIM (064600)

WORK INCLUDED:

1. INTERIOR WOOD TRIM

MATERIALS

1. INTERIOR TRIM:

A. GRADED IN ACCORDANCE WITH AWI/AWMAC/WI ARCHITECTURAL WOODWORK STANDARDS,

SECTION 3 REQUIREMENTS FOR QUALITY GRADE SPECIFIED, AVERAGE MOISTURE CONTENT OF

6 PERCENT.

B. MAPLE SPECIES, NO. 1 SELECT, OF QUALITY SUITABLE FOR OPAQUE AND TRANSPARENT

FINISHES.

ACCESSORIES

1. FASTENERS: TYPE AND SIZE AS REQUIRED BY CONDITIONS OF USE; PLAIN STEEL FOR INTERIOR

USE; HOT DIP GALVANIZED STEEL FOR EXTERIOR USE.

2. ADHESIVES:

A. WATERPROOF, WATER BASED TYPE, COMPATIBLE WITH TRIM AND SUBSTRATE MATERIALS.

B. MAXIMUM VOLATILE ORGANIC COMPOUND (VOC) CONTENT: 30 GRAMS PER LITER.

C. FASTENERS: TYPE AND SIZE AS REQUIRED BY CONDITIONS OF USE; PLAIN STEEL FOR

INTERIOR USE; HOT DIP GALVANIZED STEEL FOR EXTERIOR USE.

FINISHES

1. FACTORY FINISHING:

A. PAINT OR STAIN AS INDICATED ON DRAWINGS.

EXECUTION

1. PRIOR TO INSTALLATION, CONDITION WOOD TO AVERAGE HUMIDITY THAT WILL PREVAIL

AFTER INSTALLATION.

2. INSTALL IN ACCORDANCE WITH AWI/AWMAC/WI ARCHITECTURAL WOODWORK STANDARDS.

3. INSTALL IN LONGEST PRACTICAL LENGTHS.

4. SET PLUMB AND LEVEL.

5. MITER ENDS, CORNERS, AND INTERSECTIONS.

6. SCRIBE TO ADJACENT CONSTRUCTION WITH MAXIMUM 1/8 INCH GAPS.

7. FASTEN OR ADHERE TO SUPPORTING CONSTRUCTION.

DIVISION 8: DOORS, WINDOWS & GLASS

ALUMINUM DOORS AND FRAMES FOR INTERIOR USE (08110)

STANDARDS:

1. NFPA 80 - STANDARD FOR FIRE DOORS AND WINDOWS.

2. UL BUILDING MATERIALS LIST, JANUARY 1979 EDITION.

3. FIRE-RATED DOOR AND DOOR FRAME ASSEMBLIES (INCLUDING HARDWARE) SHALL CONFORM

TO UL STANDARDS AND LOCAL BUILDING CODES. PLACE UL LABELS WHERE VISIBLE WHEN

DOORS AND FRAMES INSTALLED, OPEN POSITION.

LABELS:

1. COMPLY WITH STANDARDS AND PROVIDE UL LABELS WHERE REQUIRED ON DOORS AND

FRAMES.

QUALITY ASSURANCE:

1. SINGLE SOURCE RESPONSIBILITY: PROVIDE ALUMINUM FRAMES AND ACCESSORIES PRODUCED

BY A SINGLE MANUFACTURER FOR EACH TYPE OF PRODUCT INDICATED.

QUALIFICATION OF INSTALLERS:

1. FOR ACTUAL INSTALLATION OF ALUMINUM DOOR FRAMES WORK, USE ONLY PERSONNEL WHO

ARE THOROUGHLY TRAINED AND EXPERIENCED IN SKILLS REQUIRED AND WHO ARE

COMPLETELY FAMILIAR WITH MANUFACTURER'S CURRENT RECOMMENDATION METHODS OF

INSTALLATION AS WELL AS REQUIREMENTS OF THIS WORK.

DELIVERY, STORAGE AND HANDLING

1. DELIVER FRAMES IN CARTONS TO PROVIDE PROTECTION DURING TRANSIT AND STORAGE AT

PROJECT SITE.

2. INSPECT FRAMES UPON DELIVERY FOR DAMAGE

A. REPAIR MINOR DAMAGE TO PRE-FINISHED PRODUCTS BY MEANS AS RECOMMENDED BY

MANUFACTURER.

B. REPLACE FRAMES THAT CANNOT BE SATISFACTORILY REPAIRED.

3. STORE FRAMES AT PROJECT SITE UNDER COVER AND AS NEAR AS POSSIBLE TO FINAL

INSTALLATION LOCATION. DO NOT USE COVERING MATERIAL THAT WILL CAUSE

DISCOLORATION OF ALUMINUM FINISH.

ENVIRONMENTAL REQUIREMENTS

1. DO NOT BEGIN INSTALLATION OF FRAMES OR DOORS UNTIL AREA OF WORK HAS BEEN

COMPLETELY ENCLOSED AND INTERIOR IS PROTECTED FROM THE ELEMENTS.

2. MAINTAIN TEMPERATURE AND HUMIDITY IN AREAS OF INSTALLATION WITHIN REASONABLE

LIMITS, AS CLOSE AS POSSIBLE TO FINAL OCCUPANCY. IF NECESSARY, PROVIDE TEMPERATURE

CONTROL AND VENTILATION TO MAINTAIN REQUIRED ENVIRONMENTAL CONDITIONS.

SUBMITTALS:

1. SUBMIT THE FOLLOWING IN ACCORDANCE WITH DIVISION 1.

2. SHOP DRAWING SHOWING ELEVATIONS OF EACH DOOR TYPE; DETAILS OF EACH FRAME TYPE;

LOCATION IN THE PROJECT FOR EACH ITEM; CONDITIONS AT OPENINGS WITH VARIOUS WALL

THICKNESS AND MATERIAL; TYPICAL AND SPECIAL DETAILS OF CONSTRUCTION; METHODS OF

ASSEMBLING SECTIONS; LOCATION AND INSTALLATION REQUIREMENTS FOR HARDWARE, SIZE,

SHAPE AND THICKNESS OF MATERIALS; JOINTS AND CONNECTIONS. USE SAME REFERENCE

NUMBERS FOR OPENINGS AS CONTRACT DRAWINGS.

3. INFORMATIONAL SUBMITTALS: SUBMIT MANUFACTURER'S INSTRUCTIONS.

SAMPLES - SUBMIT THE FOLLOWING:

1. SAMPLES INDICATING QUALITY OF FINISH IN SELECTED COLORS ON ALLOYS USED FOR WORK.

2. WHERE NORMAL COLOR AND TEXTURE VARIATIONS ARE EXPECTED, INCLUDE ADDITIONAL

SAMPLES TO SHOW RANGE OF SUCH VARIATION.

COORDINATION AND MEASUREMENT:

1. TAKE ALL NECESSARY MEASUREMENTS AT THE PROJECT SITE TO ASSURE PROPER FITTING

AND FABRICATIONS OF ALL WORK. VARIATIONS OF ADJACENT CONSTRUCTION SHALL BE

TAKEN INTO ACCOUNT AND PROPERLY PROVIDED FOR WORK UNDER THIS SECTION SHALL BE

CLOSELY COORDINATED WITH THAT OF OTHER TRADES WHOSE WORK AFFECTS, OR IS

AFFECTED BY WORK INCLUDED HEREIN. PROVIDE 15% OF THE FRAMES 3" EXTRA LENGTH, NO

ANGLE CLIPS ATTACHED FRAMES TO E UTILIZED IN AREAS WHERE FLOOR VARIES.

2. SECURE TEMPLATES FROM FINISH HARDWARE SUPPLIER AND ACCURATELY INSTALL, OR MAKE

PROVISIONS FOR, ALL FINISHED HARDWARE AT FACTORY.

REQUIREMENTS OF REGULATORY AGENCIES:

1. A. PROVIDE REQUIRED LABELS PERMANENTLY FASTENED ON EACH DOOR AND FRAME

ASSEMBLY WHICH IS WITHIN THE SIZE LIMITATIONS ESTABLISHED BY THE LABELING

AUTHORITY HAVING JURISDICTION.

B. PROVIDE ANCHORS FOR LABELED FRAMES AS REQUIRED BY AUTHORITY HAVING

JURISDICTION.

WARRANTY:

1. WARRANT AGAINST DEFECTS IN MANUFACTURING OF MATERIALS FOR A PERIOD OF 2 YEARS

FROM DATE OF SUBSTANTIAL COMPLETION.

2. WARRANT FRAMING FINISH AGAINST DEFECTS, INCLUDING CRACKING, FLAKING, BLISTERING, PEELING AND EXCESSIVE FADING, CHALKING AND NON-UNIFORMITY IN COLOR FOR A PERIOD

OF 5 YEARS.

MANUFACTURERS:

1. REFERENCE DOOR SCHEDULE FOR APPROVED MANUFACTURERS AND PRODUCTS.

ALUMINUM FRAMES:

1. MATERIALS

A. ALUMINUM: MEETING REQUIREMENTS OF ASTM B221, 6063T5 ALLOY, AND AS OTHERWISE

REQUIRED TO ASSURE COMPLIANCE WITH DIMENSIONAL TOLERANCES AND MAINTAIN COLOR

UNIFORMITY. BILLETS SHALL BE COMPOSED OF AT LEAST 33% RECYCLED ALUMINUM.

B. ANCHORAGE DEVICES, CLIPS AND FASTENERS: MANUFACTURER'S STANDARD TYPE,

COMPATIBLE WITH MATERIALS BEING SECURED.

C. ACCESSORIES AS REQUIRED FOR COMPLETE SYSTEM

2. FABRICATION

A. ASSEMBLE ALL DOOR FRAMES WITH SCREWS UTILIZING INTERNAL SCREW SPLINE SYSTEM,

INSERT INTO THE DRYWALL ROUGH OPENING.

B. DO NOT EXCEED MAXIMUM SIZE OF DOOR TO MEET APPLICABLE CODE REQUIREMENTS.

C. FACTORY PRE-MACHINE DOOR FRAME JAMBS AND PREPARE FOR HARDWARE, WITH

CONCEALED REINFORCEMENT PLATES, DRILLED AND TAPPED AS REQUIRED, AND FASTENED

WITHIN FRAME WITH CONCEALED SCREWS.

5. INSTALLATION

A. SET HOLLOW METAL FRAMES AT LOCATIONS SHOWN, IN PERFECT ALIGNMENT AND

ELEVATION, PLUMB, LEVEL, STRAIGHT, TRUE AND FREE FORM RACK. BRACE FRAMES TO

PREVENT DISPLACEMENT.

B. ANCHOR FRAMES TO FLOORS WITH ANCHOR BOLTS OR WITH DRIVEN FASTENERS.

COORDINATE THE INSTALLATION OF BUILT-IN ANCHORS FOR WALL AND PARTITION

CONSTRUCTION AS REQUIRED WITH OTHER WORK.

C. AFTER WALL CONSTRUCTION HAS BEEN COMPLETED, REMOVE TEMPORARY BRACES.

LEAVE SURFACES SMOOTH AND DAMAGED.

D. INSTALL LABELED FIRE DOORS AND FRAMES TO MEET REQUIREMENTS OF THE INSURANCE

INSPECTION AND RATING BUREAUS HAVING JURISDICTION AT THE PROJECT SITE SO AS TO

AVOID ANY RATE PENALTY. CORRECT ANY INSTALLATION WHICH WOULD SUBJECT THE

OWNER AND TENANT TO A RATE PENALTY.

E. AFTER INSTALLATION, TOUCH-UP SCRATCHED SURFACES. USE TYPE OF PRIMER

RECOMMENDED FOR GALVANIZED SURFACES OR IDENTICAL TO THAT USED FOR SHOP COAT.

WOOD DOORS (08200)

1. PROVIDE EXPOSED WOOD VENEER DOORS OR PAINT-GRADE DOORS AS INDICATED ON

ARCHITECTURAL DRAWINGS.

2. SUBMITTALS: SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH DIVISION 1.

3. SOLID CORE DOORS: FLUSH TYPE, 1-3/4" THICK (MINIMUM, UNLESS OTHERWISE NOTED) SOLID

BLOCK OR STILE AND RAIL CORE. TYPE AS (5PLY) CONSTRUCTION DOORS SHALL BE

PREMIUM GRADE PER AWI STANDARDS. FACE VENEERS OR PAINT SPECIFICATION SHALL BE

AS INDICATED ON DOOR SCHEDULE.

A. PROVIDE SOLID WOOD BLOCKING FOR ALL DOOR HARDWARE SUCH THAT NO

THROUGHBOLT 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 REMOVED WITH THOROUGH, 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 (IMMEDIATELY UPON

DELIVERY TO PROJECT SITE). WHERE ITEMS ARE FURNISHED PREPRIMED, TOUGH UP ALL

ABRASIONS.

4. INSTALLATION

A. HANGING DOORS: ALL DOORS SHALL BE EXPERTLY HUNG AND SHALL FIT SNUG AGAINST

ALL STOPS, FIT ACCURATELY AND HANG FREE FROM HINGE BIND.

B. CLEARANCE: FOR NON FIRE-RATED DOORS PROVIDE CLEARANCES OF 1/8" AT JAMBS AND

HEADS, 1/8" AT MEETING STILES FOR PAIRS OF DOORS, AND 1/4" FROM BOTTOM OF DOOR TO

TOP OF DECORATIVE FLOOR FINISH OR, COVERING UNLESS OTHERWISE NOTED. WHEN

THRESHOLD IS SHOWN OR SCHEDULED, PROVIDE 1/8" CLEARANCE FROM BOTTOM OF DOOR

TO TOP OF THRESHOLD.

C. HARDWARE SHALL BE FITTED PRIOR 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.

D. NO EXTRA COST WILL BE ALLOWED BECAUSE OF CHANGES OR CORRECTIONS

NECESSARY TO FACILITATE INSTALLATION OF ANY HARDWARE. CONTRACTOR

SHALL BE RESPONSIBLE FOR PROPER FABRICATION OF ALL WORK OR MATERIAL TO

RECEIVE HARDWARE.

DIVISION 8: DOORS, WINDOWS & GLASS (con't)

FINISH HARDWARE (08700)

1. PROVIDE FINISH HARDWARE AS INDICATED ON THE DOOR/HARDWARE SCHEDULE ON

ARCHITECTURAL DRAWING.

2. SUBMITTALS:

A. SUBMIT THE FOLLOWING IN ACCORDANCE WITH DIVISION 1.

B. SCHEDULES: SUBMIT HARDWARE SCHEDULE INDICATING EACH TYPE OF HARDWARE FOR

EACH DOOR; INCLUDING ROOM NUMBERS AND ANY OTHER INFORMATION.

C. SAMPLES: INDICATE REQUIRED STYLE AND FINISH.

D. PRODUCT DATA: SUBMIT MANUFACTURER'S CATALOG CUTS FOR EACH HARDWARE ITEM.

3. HARDWARE ITEMS

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

B. BUTTS: ALL EXTERIOR OUTSWINGING DOORS SHALL HAVE NONFERROUS BUTTS WITH

NON-REMOVABLE PINS. LABELED DOORS SHALL HAVE STEEL BUTTS. WHERE LABELED

DOORS ARE EXTERIOR OUTSWINGING, PROVIDE STAINLESS STEEL BUTTS. UNLESS

OTHERWISE SPECIFIED, SIZE OF BUTTS WILL BE DETERMINED BY THE FOLLOWING TABLE:

1. SIZE AND TYPE:

a. DOORS 1-3/4" THICK AND UP TO 41" WIDE: 4 1/2" EXTRA HEAVY-WEIGHT

BALLBEARING OR OILITE BEARING.

b. DOORS 2" THICK AND/OR OVER 48" WIDE: 5" EXTRA HEAVY-WEIGHT BALLBEARING 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 120" HIGH FOR EACH

DOOR LEAF, UNLESS OTHERWISE SPECIFIED HEREIN.

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

C. LOCKSETS AND LATCHSETS: PROVIDE HEAVY DUTY MORTISE CASES OF METAL

MATCHING SPECIFIED FINISH; INTERIOR PARTS OF STEEL AND ZINC-DICHROMATIC PLATING TO

RESIST RUSTING AND CORROSION. DO NOT SUPPLY PLASTIC, DIE-CAST OR ALUMINUM

MECHANISMS. CYLINDERS SHALL HAVE FULL ROUND PLUGS OF EXTRUDED BRASS BAR

MATERIAL, AND BE 6-PIN TUMBLER TYPE.

1. FINISH: SEE DOOR SCHEDULE

2. BACKSET: PER MFR. RECOMMENDATIONS

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: (BY OTHERS)

1. HARDWARE MANUFACTURERS SHALL KEY AND REGISTER ALL LOCKS, PROVIDING FOR

GRAND MASTER, MASTER KEY ALIKE OR KEY DIFFERENT KEYING AS DIRECTED BY

ARCHITECT.

2. PROVIDE MINIMUM 2 KEYS FOR EACH LOCKSET. COORDINATE FINAL QUANTITIES W/

CLIENT.

3. PROVIDE CONSTRUCTION CYLINDERS FOR DOORS REQUIRING LOCKS DURING

CONSTRUCTION. CONSTRUCTION CYLINDERS SHALL BE REMOVED AND REPLACED JUST PRIOR

TO OWNER OCCUPANCY. KEYS FOR PERMANENT USE SHALL BE SUBMITTED TO OWNER.

E. CLOSERS:

1. FURNISH PRODUCTS OF ONE MANUFACTURER; FULL RACK AND PINION TYPE WITH STEEL

SPRING AND NON-FREEZING HYDRAULIC FLUID. PROVIDE CONTROLS FOR REGULATING

CLOSING, LATCHING, SPEEDS AND BACK CHECK. SPRING POWER ADJUSTMENT WHERE

SPECIFIED. SUPPLY PARALLEL-ARM CLOSERS AT REVERSE BEVEL DOORS AND WHERE

DOORS SWING FULL 180 DEGREES. ARM TYPES SHALL SUIT INDIVIDUAL CONDITIONS, AS

APPROVED. REFER TO DOOR SCHEDULE FOR LOCATION OF CLOSER.

2. DESIGN: ANSI MODERN TYPE WITH COVER, UNLESS OTHERWISE SPECIFIED.

3. SIZES AS RECOMMENDED BY MANUFACTURER AND ADJUSTABLE TO THE FOLLOWING

OPERATING PRESSURES:

4. INTERIOR DOORS: 5 POUNDS.

5. FIRE RATED DOORS: 15 POUNDS.

6. HEX BOLTS AND GROMMET NUTS SHALL BE AVOIDED ON DOOR FACES IN HIGHLY VISIBLE

AREAS, UNLESS NO ALTERNATIVE IS POSSIBLE, AS DIRECTED AND APPROVED, AND SHALL

NOT BE USED FOR SOLID WOOD CORE DOORS.

7. MAKE LABELED DOORS SELF-CLOSING, WITH MAGNETIC HOLDERS AND SMOKE DETECTORS,

WHERE SPECIFIED OR SHOWN ON DRAWINGS.

8. CLOSERS SHALL BE ADJUSTED BY FACTORY REPRESENTATIVE.

9. DOOR STOPS: UNLESS OTHERWISE SPECIFIED, DOME TYPE TO SUIT CONDITIONS. PROVIDE

CARPET RISERS AT CARPETED AREAS.

10. MAGNETIC HOLD-OPEN DEVICES, COORDINATE WITH ELECTRICAL INSTALLATION FOR

HOOK-UP TO SMOKE DETECTOR UNIT WHERE SHOWN.

11. WEATHER-STRIPPING, THRESHOLDS AND DOOR BOTTOMS: PROVIDE WEATHER-STRIPPING

AND DOOR BOTTOMS AS PART OF DOOR ASSEMBLY COMPLETE WITH ALL ACCESSORIES.

FASTENING AND SEALS AS REQUIRED FOR SMOKE PROOF INSTALLATIONS WHERE SHOWN.

12. KICK PLATES: MOUNT ON PUSH SIDE ONLY. SIZE AS PER DOOR WIDTH BY SPECIFIED

HEIGHT.

4. INSTALLATION:

A. CONTRACTOR SHALL INSTALL FINISH HARDWARE AS REQUIRED. HARDWARE SHALL BE

FITTED PRIOR TO PAINTING AND THEN REMOVED AND PAINTING 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 ACCEPTABLE TO ARCHITECT. ALL HARDWARE MUST BE THOROUGHLY CLEANED

PRIOR TO TURNING PROJECT OVER TO OWNER.

B. NO EXTRA COST WILL BE ALLOWED BECAUSE OF CHANGES OR CORRECTIONS NECESSARY

TO FACILITATE INSTALLATION OF ANY HARDWARE. CONTRACTOR SHALL BE RESPONSIBLE

FOR PROPER FABRICATION OF ALL WORK OR MATERIAL TO RECEIVE HARDWARE.

DIVISION 0: GENERAL CONDITIONS

GENERAL CONDITIONS (00700)

CONFORM WORK TO THE CONTRACT DOCUMENTS WHICH INCLUDE THE

OWNER/CONTRACTOR AGREEMENT. THE DRAWINGS, AND ALL ADDENDA AND

MODIFICATIONS ISSUED BY THE ARCHITECT.

DIVISION 1: GENERAL REQUIREMENTS

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 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. TRANSMIT EACH ITEM UNDER AIA FORM 810 OR SIMILAR FORM. NUMBER EACH SUBMITTAL

CONSECUTIVELY BASED UPON SPECIFICATION SECTION NUMBERS (I.E. 06400-2, 06400-3,

ETC.). ATTACH OR INCLUDE A COVER OUTING/STAMP SHEET WITH EACH SUBMITTAL IN

APPROVED FORMAT.

A. IDENTIFY PROJECT, CONTRACTOR, SUBCONTRACTOR, MAJOR SUPPLIER, AND

GENERIC NAME OF COMPONENT SYSTEM. ALLOW SPACE ON THE COVER SHEET TO

ACCOMMODATE REQUIRED STAMPS BY EACH REVIEWER. PROVIDE ADDITIONAL SHEETS IF

NECESSARY.

B. IDENTIFY DEVIATIONS FROM DRAWINGS AND SPECIFICATIONS AND INCLUDE A

STATEMENT OF REASON(S) FOR DEVIATION. PROCESS IN ACCORDANCE WITH SECTION

01630.

4. AFTER REVIEW OF SUBMITTAL, REVISE AND RESUBMIT IF SO INDICATED; IDENTIFY

CHANGES MADE SINCE PREVIOUS SUBMITTAL.

5. DISTRIBUTE COPIES OF REVIEWED SUBMITTALS TO CONCERNED CONTRACTORS. INSTRUCT

RECIPIENTS TO PROMPTLY REPORT ANY INABILITY TO COMPLY WITH PROVISIONS.

6. MAKE SUBMITTALS FAR ENOUGH IN ADVANCE OF SCHEDULED INSTALLATION DATES TO

PROVIDE TIME REQUIRED FOR REVIEWS, FOR SECURING NECESSARY APPROVALS, FOR

POSSIBLE REVISIONS AND RESUBMITTALS, AND FOR PLACING ORDERS AND SECURING

DELIVERY.

7. SUBMITTALS PROVIDED FOR WORK AND FOR WHICH NO REQUIREMENT FOR SUBMITTAL IS

STATED IN THE DRAWINGS OR SPECIFICATIONS MAY BE RETURNED WITHOUT REVIEW.

SHOP DRAWINGS

1. SUBMIT DIGITAL COPIES OF ALL SHOP DRAWINGS FOR REVIEW.

2. SHEET SIZE: 8-1/2 X 11 INCHES MINIMUM, 30X42 INCHES MAXIMUM.

PRODUCT DATA

1. MARK EACH COPY TO IDENTIFY APPLICABLE PRODUCTS, MODELS, OPTIONS, AND OTHER

DATA; SUPPLEMENT MANUFACTURER'S STANDARD DATA TO PROVIDE INFORMATION

UNIQUE TO THE WORK.

2. SUBMIT STATED NUMBER OF COPIES FOR PROCESSING, DISTRIBUTION AND RECORD

DOCUMENTATION.

A. FOR DATA INDICATING CHOICES OF COLOR, AND/OR FINISH, PROVIDE "ORIGINALS".

B. ALL OTHER PRODUCT DATA / SUBMITTALS REQUIRING REVIEW TO BE SUBMITTED

DIGITALLY UNLESS OTHERWISE REQUESTED BY TURPENTINE DESIGN.

SUBMITTALS

1. SUBMIT A REASONABLE RANGE OF MANUFACTURER'S STANDARD COLORS, TEXTURES,

SHEENS, AND PATTERNS 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. COORDINATE WITH

SUBMITTAL DATE OF OTHER SECTIONS FOR INTERFACING WORK.

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

4. SUBMIT THREE SETS OF EACH PRODUCT FOR THE ARCHITECTS, PLUS ADDITIONAL SET(S)

REQUIRED BY THE CONTRACTOR.

5. SIZES: UNLESS OTHERWISE SPECIFIED, PROVIDE THE FOLLOWING:

A. PAINT AND LIQUID COATED PRODUCTS: MINIMUM 8-1/2 X 11 INCHES, MAXIMUM 24

INCHES SQUARE; TAPE EDGES OF SAMPLES WHEN GYPSUM BOARD IS USED AS BASE OR

SUBSTRATE.

B. LINEAR PRODUCTS: MINIMUM 6 INCHES LONG, MAXIMUM 24 INCHES LONG.

C. BULK PRODUCTS: CONTAINER LABEL ONLY.

D. PREFABRICATED PRODUCTS: ONE UNIT.

6. FULL SIZE OR ON-SITE SAMPLES OR MOCK-UPS MAY BE USED IN THE WORK UPON

APPROVAL.

MANUFACTURER'S CERTIFICATES AND OTHER/SIMILAR DOCUMENTS

1. SUBMIT DIGITAL COPIES OF CERTIFICATES FOR THE ARCHITECT , PLUS ANY ADDITIONAL

HARD COPIES REQUIRED BY THE CONTRACTOR.

2. INCLUDE SIGNATURE ON EACH COPY.

BACKGROUND DRAWINGS

1. REPRODUCIBLE PDF COPIES OF FLOOR PLAN "BACKGROUNDS" ARE AVAILABLE FROM THE

ARCHITECT, UPON REQUEST FROM THE CONTRACTOR.

2. THESE DRAWINGS CAN BE PROVIDED BY THE ARCHITECT AS AN AID TO THE

CONTRACTOR/S RESPONSIBILITY TO PROVIDE SUBMITTAL DATA ACCURATELY SHOWING

FIELD CONDITIONS. THE ARCHITECT DOES NOT WARRANT ACCURACY OF "BACKGROUND"

DRAWINGS.

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 AND

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. NOTE ANY EFFECT OF SUBSTITUTION ON OTHER WORK OR PRODUCTS OR ON SEPARATE

CONTRACTS.

6. INCLUDE ACCURATE COST DATA COMPARING PROPOSED SUBSTITUTION WITH PRODUCT

AND THE AMOUNT OF ANY NET CHANGE IN THE CONTRACT PRICE.

7. 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.

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

9. BURDEN OF PROOF OF MERIT OF PROPOSED SUBSTITUTION IS THE RESPONSIBILITY OF THE

CONTRACTOR.

CONTRACTOR'S REPRESENTATION

1. REQUESTS CONSTITUTE A REPRESENTATION THAT THE PROPOSING PARTY:

A. HAS INVESTIGATED PROPOSED PRODUCT AND DETERMINED THAT IT MEETS OR

EXCEEDS, IN ALL RESPECTS, SPECIFIED PRODUCT, INCLUDING REQUIRED APPROVAL FROM

AUTHORITIES HAVING JURISDICTION.

B. WILL PROVIDE THE SAME WARRANTY FOR SUBSTITUTION AS FOR SPECIFIED PRODUCT.

C. WILL COORDINATE INSTALLATION AND MAKE OTHER CHANGES WHICH MAY BE

REQUIRED FOR WORK TO BE COMPLETE IN ALL RESPECTS.

D. WAIVES CLAIMS FOR ADDITIONAL COSTS WHICH MAY SUBSEQUENTLY BECOME

APPARENT.

DIVISION 6: WOOD & PLASTICS

ROUGH CARPENTRY (061000)

WORK INCLUDED:

1. FIRE-TREATED WOOD BLOCKING IN WALLS AND CEILINGS.

2. SURFACE MOUNTED PLYWOOD PANEL BOARDS.

3. FIRE-RETARDANT TREATMENT.

EXECUTION:

1. CORRELATE LOCATION OF FURRING, NAILERS, BLOCKING, GROUNDS AND SIMILAR 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 REQUIRED BY RECOGNIZED STANDARDS.

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

B. NAIL PLYWOOD TO COMPLY WITH RECOMMENDATIONS OF AMERICAN PLYWOOD

ASSOCIATION.

6. FRAMING: COMPLY WITH APPLICABLE RECOMMENDATIONS OF NATIONAL FOREST PRODUCTS

ASSOCIATION REFERENCED STANDARD, FOR FABRICATION AND INSTALLATION.

7. PLYWOOD: COMPLY WITH RECOMMENDATIONS OF AMERICAN PLYWOOD ASSOCIATION (APA)

FOR FABRICATION AND INSTALLATION OF PLYWOOD WORK.

FRAMING AND SHEATHING (061100)

WORK INCLUDED:

1. ROOF AND WALL FRAMING

2. ROOF AND WALL SHEATHING

3. WOOD BLOCKING AND FURRING

EXECUTION:

1. SET MEMBERS LEVEL, PLUMB, AND RIGID.

2. MAKE PROVISIONS FOR ERECTION LOADS, AND FOR TEMPORARY BRACING TO MAINTAIN

STRUCTURE SAFE, PLUMB, AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND

INSTALLATION OF PERMANENT BRACING.

3. PLACE BEAMS, JOISTS, AND RAFTERS WITH CROWN EDGE UP.

4. CONSTRUCT LOAD BEARING FRAMING MEMBERS FULL LENGTH WITHOUT SPLICES.

5. STUD FRAMING:

A. PROVIDE SINGLE BOTTOM PLATE AND DOUBLE TOP PLATES FOR LOAD BEARING

PARTITIONS.

B. PROVIDE SINGLE BOTTOM AND TOP PLATES FOR NON-LOAD BEARING PARTITIONS.

C. ANCHOR BOTTOM PLATES TO CONCRETE STRUCTURE WITH ANCHOR BOLTS.

D. TRIPLE STUDS AT CORNERS AND PARTITION INTERSECTIONS.

E. FRAME OPENINGS WITH DOUBLE STUDS AND HEADERS. SPACE SHORT STUDS OVER AND

UNDER OPENING TO STUD SPACING.

6. PROVIDE BLOCKING, NAILERS, GROUNDS, FURRING, AND OTHER SIMILAR ITEMS REQUIRED TO

RECEIVE AND SUPPORT WORK.

7. PROVIDE ADEQUATE BLOCKING FOR ALL WALL-MOUNTED UNITS IN ACCORDANCE WITH

PLANS.

TOLERANCES:

1. FRAMING MEMBERS: 1

4" FROM TRUE POSITION, MAXIMUM.

CABINETWORK AND ARCHITECTURAL WOODWORK (064100)

1. PROVIDE SHOP FABRICATED CABINETWORK AND ARCHITECTURAL WOODWORK ITEMS

COMPLETE WITH HARDWARE ACCESSORIES, AS INDICATED ON ARCHITECTURAL DRAWINGS.

2. ALL CABINETWORK AND ARCHITECTURAL WOODWORK INDICATED ON ARCHITECTURAL

DRAWINGS SHALL BE FABRICATED IN ACCORDANCE WITH THE CURRENT STANDARDS OF

"ARCHITECTURAL WOODWORK INSTITUTE" (AWI), INCLUDING WOOD SELECTION, JOINERY,

SIZING FASTENING AND SHOP FINISHING AS FOLLOWS:

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

INDICATED 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. PROVIDE FIRE RETARDANT TREATED WOOD WHERE REQUIRED BY THE 2018 NC STATE

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 REVIEW 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 3 (THREE) SAMPLES OF ALL ARCHITECTURAL WOODWORK FINISHES TO

ARCHITECT FOR REVIEW AND ACCEPTANCE PRIOR TO FABRICATION.

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

FIRE-RETARDANT MATERIALS USED AND COMPLIANCE WITH AWPA SPECIFICATIONS.

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 DELIVERED UNTIL PAINTING, WE WORK AND SIMILAR

OPERATIONS WHICH COULD DAMAGE FINISH WORK HAVE 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 AND ANY

OTHER CONDITIONS NEEDED PRELIMINARY TO AND DURING THE WORK.

7. WOODWORK CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY

DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS AND SHALL NOT PROCEED

WITH THE PORTION OF WORK IN QUESTION UNTIL THE DISCREPANCIES ARE CLARIFIED.

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 TO BE AS

RECOMMENDED BY MANUFACTURER TO SUIT APPLICATION.

B. EXPOSED WOOD VENEER SPECIES, STAIN COLOR, FINISH AND MATCHING SHALL BE

DESIGNATED ON FINISH SCHEDULE. PROVIDE THE FOLLOWING MATCH AND

ASSEMBLY FOR CONTINUOUS SEQUENTIAL USE OF FLITCHES OR EACH SEPARATE EXPANSE

OF MATCHED WORK AS INDICATED (i.e. PANELS, DOORS & CASEWORK).

1. HORIZONTAL MATCH: REFER TO FINISH SCHEDULE.

2. VERTICAL MATCH: END MATCH.

3. ASSEMBLY: REFER TO FINISH SCHEDULE AND INTERIOR ELEVATIONS.

8. CABINET HARDWARE AND RELATED ACCESSORIES SHALL BE INDICATED ON INTERIOR

ELEVATIONS AND MILLWORK DETAILS.

9. 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.

3. FINISHES

A. FACTORY FINISH EXTRUDED FRAME AND DOOR COMPONENTS SO THAT ALL PARTS

EXPOSED TO VIEW UPON COMPLETION OF INSTALLATION ARE UNIFORM IN FINISH AND

COLOR. EXPOSED SURFACES SHALL BE FREE OF SCRATCHES AND OTHER SERIOUS

BLEMISHES.

B. FINISH SHALL MATCH EXISTING TENANT STANDARD.

4. WORKMANSHIP

A. FINISHED WORK SHALL BE STRONG AND RIGID, SMOOTH AND NEAT IN APPEARANCE,

SQUARE, TRUE, AND FREE OF DEFECTS, WARP, AND BUCKLE. CORNER BENDS SHALL HAVE

MINIMUM RADII FOR THE GAUGES OF METAL USED.

B. EXAMINE PROJECT CONDITIONS AND VERIFY THAT PROJECT IS READY FOR WORK OF

THIS SECTION TO PROCEED. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY

CONDITIONS HAVE BEEN CORRECTED.

C. VERIFY WALL THICKNESS DOES NOT EXCEED MANUFACTURER'S RECOMMENDED

TOLERANCES OF SPECIFIED THROAT SIZE.

5. INSTALLATION

A. COMPLY WITH FRAME AND DOOR MANUFACTURER'S PRINTED INSTALLATION

INSTRUCTIONS AND APPROVED SHOP DRAWINGS. DO NOT ATTEMPT INSTALLATION IN

AREAS WHERE WALL THICKNESS EXCEEDS TOLERANCES OF SPECIFIED THROAT SIZE.

B. INSTALL FRAMES PLUMB AND SQUARE, FREE FROM WARP OR TWIST, SECURELY

ANCHORED TO SUBSTRATES WITH FASTENERS RECOMMENDED BY FRAME MANUFACTURER.

MAINTAIN DIMENSIONAL TOLERANCES AND ALIGNMENT WITH ADJACENT WORK. ENSURE

JOINTS ARE HAIRLINE TIGHT AND SURFACES FLUSH WITH ADJACENT COMPONENTS.

6. ADJUSTING AND CLEANING

A. PROTECT EXPOSED PORTIONS OF ALUMINUM SURFACES FROM DAMAGE BY PLASTER,

LIME, ACID, CEMENT AND OTHER CONTAMINANTS.

B. TOUCH UP MARRED AREAS SO THAT TOUCH UP IS NOT VISIBLE FROM A DISTANCE OF 4

FEET. REMOVE AND REPLACE FRAMES THAT CANNOT BE SATISFACTORILY ADJUSTED.

7. PROTECTION

A. PROTECT AS REQUIRED TO ASSURE THAT FRAMES AND DOORS WILL BE WITHOUT

DAMAGE UNTIL SUBSTANTIAL COMPLETION.

DIVISION 8: DOORS, WINDOWS & GLASS

HOLLOW METAL DOORS AND FRAMES (08110)

WORK INCLUDED:

1. HOLLOW METAL DOORS AND FRAMES.

2. DRILLING AND REINFORCEMENT TO RECEIVE HARDWARE.

3. SHOP PRIMING.

STANDARDS:

1. ANSI A250.7 - STANDARD NOMENCLATURE FOR STANDARD STEEL DOOR AND STEEL

FRAMES.

2. CS242-62 U.S. DEPARTMENT OF COMMERCE COMMERCIAL STANDARD.

3. NFPA 80 - STANDARD FOR FIRE DOORS AND WINDOWS.

4. UL BUILDING MATERIALS LIST

5. STEEL DOORS, FRAMES, AND TIER INSTALLATION SHALL CONFORM WITH SD-100 AND

NAAMM.

6. FIRE-RATED DOOR AND DOOR FRAME ASSEMBLIES (INCLUDING HARDWARE) SHALL

CONFORM TO UL STANDARDS AND LOCAL BUILDING CODES. PLACE UL LABELS WHERE

VISIBLE WHEN DOORS AND FRAMES INSTALLED, OPEN POSITION.

LABELS:

1. COMPLY WITH STANDARDS AND PROVIDE UL LABELS WHERE REQUIRED ON DOORS AND

FRAMES.

QUALIFICATIONS:

1. PROVIDE DOORS AND FRAMES MANUFACTURED BY A FIRM SPECIALIZING IN THE

PRODUCTION OF HOLLOW METAL WORK.

QUALIFICATION OF INSTALLERS:

1. FOR ACTUAL INSTALLATION OF HALLOW METAL WORK, USE ONLY PERSONNEL WHO ARE

THOROUGHLY TRAINED AND EXPERIENCED IN SKILLS REQUIRED AND WHO ARE

COMPLETELY FAMILIAR WITH MANUFACTURER'S CURRENT RECOMMENDATION METHODS OF

INSTALLATION AS WELL AS REQUIREMENTS OF THIS WORK.

SUBMITTALS:

1. SUBMIT THE FOLLOWING IN ACCORDANCE WITH DIVISION 1.

2. SHOP DRAWING SHOWING ELEVATIONS OF EACH DOOR TYPE; DETAILS OF EACH FRAME

TYPE; LOCATION IN THE PROJECT FOR EACH ITEM; CONDITIONS AT OPENINGS WITH

VARIOUS WALL THICKNESS AND MATERIAL; TYPICAL AND SPECIAL DETAILS OF

CONSTRUCTION; METHODS OF ASSEMBLING SECTIONS; LOCATION AND INSTALLATION

REQUIREMENTS FOR HARDWARE, SIZE, SHAPE AND THICKNESS OF MATERIALS; JOINTS AND

CONNECTIONS.

COORDINATION AND MEASUREMENT:

1. TAKE ALL NECESSARY MEASUREMENTS AT THE PROJECT SITE TO ASSURE PROPER FITTING

AND FABRICATIONS OF ALL WORK. VARIATIONS OF ADJACENT CONSTRUCTION SHALL BE

TAKEN INTO ACCOUNT AND PROPERLY PROVIDED FOR WORK UNDER THIS SECTION SHALL BE

CLOSELY COORDINATED WITH THAT OF OTHER TRADES WHOSE WORK AFFECTS, OR IS

AFFECTED BY WORK INCLUDED HEREIN. PROVIDE 15% OF THE FRAMES 3" EXTRA LENGTH, NO

ANGLE CLIPS ATTACHED FRAMES TO E UTILIZED IN AREAS WHERE FLOOR VARIES.

2. SECURE TEMPLATES FROM FINISH HARDWARE SUPPLIER AND ACCURATELY INSTALL, OR MAKE

PROVISIONS FOR, ALL FINISHED HARDWARE AT FACTORY.

REQUIREMENTS OF REGULATORY AGENCIES:

1. A. PROVIDE REQUIRED LABELS PERMANENTLY FASTENED ON EACH DOOR AND FRAME

ASSEMBLY WHICH IS WITHIN THE SIZE LIMITATIONS ESTABLISHED BY THE LABELING

AUTHORITY HAVING JURISDICTION.

B. PROVIDE ANCHORS FOR LABELED FRAMES AS REQUIRED BY AUTHORITY HAVING

JURISDICTION.

HOLLOW METAL FRAMES:

1. MATERIALS

A. SHEET STEEL FOR FRAMES: ASTM A366, COLD ROLLED, PICKLED AND OILED, PRIME

QUALITY FULLY ANNEALED, STRETCHER LEVELED 16 GAUGE STEEL WITH CLEAN, SMOOTH

SURFACE, FREE…