Drawings_NPS_NATC_311660_HVAC_REPLACEMENT_FINAL_CDs_9_29_21.pdf

MEMPHISLITTLE

ROCK

NASHVILLE

TUPELO

MONTGOMERY

BIRMINGHAM

MOBILE

NEW

ORLEANS

BATON

ROUGE

GULF OF MEXICO

NATCHEZ

TRACE

PARKWAY

GREENVILLE

PINE

BLUFF

CLARKSDALE

JACKSON

10PENSACOLA

JACKSON MERIDIAN

NATCHEZ

VICKSBURG

ALABAMA

FLORIDA

M

IS

SI

SS

IP

PI

AL

AB

AM

A

ARKANSAS

LOUISANA

TENNESSEE

MISSISSIPPI

MISSOURI

ARKANSAS

ALABAMA

TUSCALOOSA

M

IS

SI

SS

IP

PI

R

TENNESSEE R.

TENNESSEE

THIS PROJECT

NATCHEZ

E. FRANKLIN ST.

S C

A N

A L S

T

MADISON ST.

HOMOCHITTO ST.

JOHN R. JUNKIN DR.

MISSISSIPPI RIVER

TO NATCHEZ TRACE

PARKWAY

MISSISSIPPI

SOUTHEAST

PROJECT

Project Manager Date

QUALITY DESIGN CERTIFICATION

OR

OR

Development (Title I)

Prepared in Accordance with Design by Design Development (Title I)

Construction Drawing Not Preceded

Approved by Superintendent on

Variance from Design Development (Title I)

Drawing No.

Date

STATEREGION COUNTY

NAME OF PARK

TITLE OF PROJECTCROFT & ASSOCIATES - P15PC00467

PRIME / ARCH / MEP:

CROFT & ASSOCIATES

KENNESAW, GEORGIA

STRUCTURAL:

PES STRUCTURAL ENGINEERS

ATLANTA, GEORGIA

SheetMark REVISION Date Initial

LOCATION WITHIN PARK

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

UNITED STATES

DEPARTMENT OF THE INTERIOR

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

CONSTRUCTION DOCUMENTS

/2

/2

:1

:2

P M

REPLACE / UPGRADE HVAC

SYSTEMS

NATCHEZ VISITOR CENTER

NATCHEZ NATIONAL HISTORICAL PARK

SOUTHEAST ADAMS MISSISSIPPI

1 70

175314

311660B

NATCHEZ HISTORICAL PARK

INDEX OF DRAWINGS

SHEET OF SUB SHEET TITLE OF SHEET

46 M504 DETAILS

47 M505 DETAILS

48 M601 SCHEDULES

49 M602 SCHEDULES

50 M701 VRF PIPING DIAGRAMS

51 M702 VRF PIPING DIAGRAMS

ELECTRICAL

52 E001 ELECTRICAL LEGEND

53 E002 ELECTRICAL NOTES

54 ED101 ELECTRICAL DEMO PLAN - BASE BID FIRST FLOOR

55 ED102 ELECTRICAL DEMO PLAN - BASE BID SECOND FLOOR

56 ED103 ELECTRICAL DEMO PLAN - BASE BID PART B

57 ED104 ELECTRICAL DEMO PLAN - BASE BID PART C

58 ED105 ELECTRICAL DEMO PLAN - BASE BID MEZZANINES

59 E101 ELECTRICAL FLOOR PLAN - BASE BID FIRST FLOOR

60 E102 ELECTRICAL FLOOR PLAN - BASE BID SECOND FLOOR

61 E103 ELECTRICAL FLOOR PLAN - BASE BID PART B

62 E104 ELECTRICAL FLOOR PLAN - BASE BID PART C

63 E105 ELECTRICAL FLOOR PLAN - BASE BID MEZZANINES

64 E106 ELECTICAL FLOOR PLAN - BASE BID ROOF

65 E107 ELECTRICAL FLOOR PLAN - ALT-1 BID PART B

66 E108 ELECTRICAL FLOOR PLAN - ALT-1 BID PART C

67 E109 ELECTRICAL FLOOR PLAN - ALT-1 BID MEZZANINES

68 E501 ELECTRICAL RISER

69 E601 ELECTRICAL PANEL SCHEDULES

70 E602 ELECTRICAL CONNECTIONS SCHEDULE

Grand total: 70

INDEX OF DRAWINGS

SHEET OF SUB SHEET TITLE OF SHEET

GENERAL

1 CS COVER SHEET

2 G102 GENERAL NOTES

3 G103 SITE LOGISTICS PLAN

ARCHITECTURAL

4 AD001 DEMOLITION NOTES

5 AD101 DEMOLITION RCP - BASE BID - FIRST FLOOR

6 AD102 DEMOLITION RCP - BASE BID - SECOND FLOOR

7 AD103 DEMOLITION RCP - BASE BID - PART B

8 AD104 DEMOLITION RCP - BASE BID - PART C

9 AD110 DEMOLITION - BASE BID - ROOF PLAN

10 A131 REFLECTED CEILING PLAN - BASE BID - FIRST FLOOR

11 A132 REFLECTED CEILING PLAN - BASE BID - SECOND FLOOR

12 A133 REFLECTED CEILING PLAN - BASE BID - PART B

13 A134 REFLECTED CEILING PLAN - BASE BID - PART C

14 A140 ARCHITECTURAL - BASE BID - ROOF PLAN

15 A161 ROOF DETAILS

STRUCTURAL

16 S001 GENERAL NOTES & SCHEDULES

17 S002 WIND DESIGN NOTES & SCHEDULES

18 S003 STEEL GENERAL NOTES

19 S101 PLATFORM FRAMING PLAN

20 S201 SECTIONS & DETAILS

MECHANICAL

21 M001 MECHANICAL GENERAL NOTES

22 M002 SEQUENCE OF OPERATIONS

23 M003 CONTROLS DIAGRAMS

24 MD101 MECHANICAL DEMO PLAN - BASE BID FIRST FLOOR

25 MD102 MECHANICAL DEMO PLAN - BASE BID SECOND FLOOR

26 MD103 MECHANICAL DEMO PLAN - BASE BID PART B

27 MD104 MECHANICAL DEMO PLAN - BASE BID PART C

28 MD105 MECHANICAL DEMO PLAN - BASE BID ENLARGED PLANS

29 MD106 DEMOLITION ROOF PLAN - BASE BID

30 M101 MECHANICAL PLAN - BASE BID FIRST FLOOR

31 M102 MECHANICAL PLAN - BASE BID SECOND FLOOR

32 M103 MECHANICAL PLAN - BASE BID PART B

33 M104 MECHANICAL PLAN - BASE BID PART C

34 M105 MECHANICAL PLAN - BASE BID ENLARGED PLANS

35 M106 ENLARGED PLANS - MEZZANINE 214

36 M107 MECHANICAL ROOF PLAN - BASE BID

37 M108 HVAC PIPING PLAN - BASE BID PART A

38 M109 HVAC PIPING PLAN - BASE BID PART B

39 M110 HVAC PIPING PLAN - BASE BID PART C

40 M111 ALTERNATE 1 - FLOOR PLAN PART B

41 M112 ALTERNATE 1 - FLOOR PLAN PART C

42 M113 ALTERNATE 1 - MEZZANINES

43 M501 PIPING SCHEMATICS

44 M502 DETAILS

45 M503 DETAILS

MATCH LINE MARK

KEYNOTE

DETAIL NUMBER

ELEVATION NUMBER

DRAWING NUMBER

SHEET NO. (WHERE SHOWN)

ELEVATION NUMBER

COLUMN LINE NUMBER

ROOM NUMBER AND LEVEL

SHEET NO. (WHERE SHOWN)

PARTITION TYPE

DOOR NUMBER

ELEVATION MARKS

WINDOW TYPE

GRID LINE

W1

A1

A101

A1

A101 A1

A101

LEGENDS & SYMBOLS:

SECTION NUMBER

A101

A1

A*

BUILDING SECTION

DETAIL

EXTERIOR ELEVATION

TITLES

INTERIOR ELEVATION

INDICATES WINDOW ABOVE

SHEET NO. (WHERE SHOWN)

SHEET NO. (WHERE SHOWN)

ROOM NAME NAME

SHEET NO. (WHERE SHOWN)

SECTION NUMBER

A101 A1

WALL SECTION

SHEET NO. (WHERE SHOWN)

COLUMN GRID

A101 A1

@ AT

AVG AVERAGE

AUTO AUTOMATIC

ARCH ARCHITECT (URAL)

ANOD ANODIZED

ALUM ALUMINUM

ALT ALTERNATE

A/C AIR CONDITIONING

ADMIN ADMINISTRATION

ABV ABOVE

AG AMERICANS W/ DISABILITIES

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

ACT ACOUSTICAL TILE

BM BEAM

BRG BEARING

BOT BOTTOM

BLDG BUILDING

CAB CABINET

CARP CARPET

CJ CONTROL JOINT

CLG CEILING

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CONTRACTING OFFICER

COL COLUMN

CONST CONSTRUCTION

CONC CONCRETE

CONT CONTINUOUS

COR THE CONTRACTING OFFICER

REPRESENTATIVE

CW COMPOSITE WOOD

DEM DEMOLISH, DEMOLITION

DN DOWN

DBL DOUBLE

DIFF DIFFUSER

DIA DIAMETER

DIM DIMENSION

DTL DETAIL

DWG DRAWING

EA EACH

ENCL ENCLOSE (URE)

ELEC ELECTRICAL

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EP ELECTRICAL PANEL

EL, ELEV ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRICAL WATER COOLER

EXT EXTERIOR

EXIST EXISTING

EXP J EXPANSION JOINT

FD FIELD DETERMINE

FFE FINISHED FLOOR ELEVATION

FFL FINISHED FLOOR LINE

FE FIRE EXTINGUISHER

FRP FIBER REINFORCED PANEL

FT FOOT/FEET

FRT FIRE RETARDANT TREATED

FLUOR FLUORESCENT

FTG FOOTING

GEN GENERAL

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GWB GYPSUM WALL BOARD

HDWR HARDWARE

HVAC HEATING, VENTILATION & AIR

CONDITIONING

HC HANDICAP

HCB HANDICAP COUPON BOOTH

HGT HEIGHT

H HIGH

HM HOLLOW METAL

HORIZ HORIZONTAL

INSUL INSULATION

INT INTERIOR

ID INSIDE DIAMETER

JAN JANITOR

LBL LABEL

LAV LAVATORY

L LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LVT LUXURY VINYL TILE

MAX MAXIMUM

NIC NOT IN CONTRACT

MAINT MAINTENANCE

MAT MATERIAL

MCG METAL CORNER GUARD

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

MIN MINIMUM

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPP OPPOSITE

OS OVERFLOW SCUPPER

PREFAB PREFABRICATED

PL PLATE

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PT PRESSURE TREATED

QTY QUANTITY

REINF REINFORCE (D) (ING)

R, RAD RADIUS

RCP REFLECTED CEILING

PLAN

RD ROOF DRAIN

REQD REQUIRED

REV REVISION

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT

SHT SHEET

SPK SPEAKER

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STRUCT STRUCTURAL

ST STEEL TUBE

STL STEEL

STO STORAGE

SUSP SUSPENDED

TEMP TEMPERED

TE TOP ELEVATION

TEL TELEPHONE

TV TELEVISION

THK THICK

TBD TO BE DETERMINED

T & G TONGUE & GROOVE

TOB TOP OF BEAM

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED

OTHERWISE

VAR VARIES

VERT VERTICAL

VIF VERIFY IN FIELD

VCT VINYL COMPOSITION TILE

ABBREVIATIONS:

A. "ALIGN" MEANS (I.E.) WHERE A NEW PARTITION IS

TO BE BUILT TO ALIGN WITH ONE SIDE OF THE

COLUMN, STUDS SHALL ALIGN WITH THE COLUMN

OR EXISTING PARTITION SO THAT THE GYPSUM WALL

BOARD WILL BE CONTINUOUS ACROSS STUDS AND

FINISHED FACE OF COLUMN OR EXISTING PARTITION,

AND JOINT SHALL BE SMOOTH AND UNDETECTABLE

B. DIMENSIONS NOTED AS "CLEAR" SHALL BE FROM

FINISHED FACE TO FINISHED FACE

C. "TYPICAL" MEANS TYPICAL FOR ALL SIMILAR

CONDITIONS, UNO

D. WHEREVER THE TERM "OR EQUAL" IS USED, IT

SHALL MEAN EQUAL OR BETTER PRODUCT AS

APPROVED BY THE CONTRACTING OFFICER.

DEFINITIONS:

H. DISCUSS ALL VISIBLE EQUIPMENT: SPRINKLER

HEADS, CONNECTING PIPES, CONDUITS, ETC., W/

THE CONTRACTING OFFICER BEFORE INSTALLATION.

J. REFER TO MECHANICAL FLOOR PLANS FOR EXTENT

OF EXPOSED DUCTWORK IN EXPOSED STRUCTURE

AREAS.

K. PAINT ALL EXPOSED DUCTWORK, PIPING, HANGERS,

ETC., TO MATCH EXISTING.

L. DESIGN SUSPENDED CEILING FRAMING SYSTEM TO

RESIST LATERAL FORCE OF 20% OF THE WEIGHT OF

THE CEILING ASSEMBLY AND ANY LOADS TRIBUTARY

TO THE SYSTEM. USE A MINIMUM CEILING WEIGHT

OF 5 LBS/PSF TO DETERMINE LATERAL FORCE.

M. WHERE CEILING LOADS DO NOT EXCEED 5 LBS/PSF

AND WHERE PARTITIONS ARE NOT CONNECTED TO

THE CEILING SYSTEM, THE FOLLOWING BRACING

METHOD MAY BE USED:

a. PROVIDE LATERAL SUPPORT BY FOUR WIRES

MINIMUM NO.12 GAUGES SPLAYED IN FOUR

DIRECTIONS 90 DEGREES APART, AND

CONNECTED TO THE MAIN RUNNER WITHIN 2” OF

THE CROSS RUNNER AND TO THE STRUCTURE

ABOVE AT AN ANGLE NOT EXCEEDING 45 DEG.

FROM THE PLANE OF THE CEILING. PROVIDE

THESE LATERAL SUPPORT POINTS 12 FEET ON

CENTER IN EACH DIRECTION WITH THE FIRST

POINT WITHIN 4’ FROM EACH WALL.

N. ALLOW LATERAL MOVEMENT OF THE SYSTEM.

ATTACH MAIN RUNNERS AND CROSS RUNNERS AT

TWO ADJACENT WALLS. MAINTAIN CLEARANCE

BETWEEN THE WALL AND THE RUNNERS AT

OPPOSITE WALLS.

O. PROVIDE VERTICAL SUPPORT AS REQUIRED BY

BUILDING CODES. ADDITIONALLY, SUPPORT

VERTICALLY ENDS OF RUNNERS WITHIN 8” OF EACH

END.

A. IF THERE ARE QUESTIONS REGARDING THE ITEMS

NOTED HEREIN OR OTHER COORDINATION

PROBLEMS, THE CONTRACTOR SHALL OBTAIN A

WRITTEN CLARIFICATION FROM THE CONTRACTING

OFFICER PRIOR TO PROCEEDING WITH THE WORK.

B. VERIFY FIELD CONDITIONS AND LOCATIONS OF

ELECTRICAL, MECHANICAL, PLUMBING, FIRE

ALARM, FIRE PROTECTION, AND STRUCTURAL

ELEMENTS AND ANY OTHER APPLICABLE ITEMS.

REVIEW AND DETERMINE CEILING CAVITY

EQUIPMENT TO INSURE ADEQUATE CLEARANCES

FOR CEILING LAYOUT BEFORE RELATED ELEMENTS

ARE CONSTRUCTED.

C. DEVICES ON THIS PLAN HAVE BEEN SHOWN FOR

COORDINATION PURPOSES ONLY. ALL DEVICES

ARE NOT SHOWN. INSTALL ALL DEVICES INDICATED

ON THE MECHANICAL AND ELECTRICAL DRAWINGS

FOR ITEMS NOT SHOWN ON REFLECTED CEILING

PLANS.

D. ALL MECHANICAL WORK SHALL BE PLANNED TO

MINIMIZE THE AMOUNT OF ACCESS PANELS IN

HARD CEILINGS. COORDINATE REQUIRED PANEL

LOCATIONS W/ THE CONTRACTING OFFICER.

PANELS ARE TO BE FINISHED TO MATCH ADJACENT

SURFACE.

E. DIMENSIONS ARE FACE OF FINISH TO CENTER OF

FIXTURE UNO.

F. LOCATION OF THERMOSTATS SHALL BE VERIFIED

W/ THE CONTRACTING OFFICER PRIOR TO

INSTALLATION.

G. ALL SPRINKLER HEADS, RECESSED LIGHTS AND

SIMILAR CEILING MOUNTED EQUIPMENT TO BE

CENTERED IN CEILING TILE UNO. ALIGN MULTIPLE

ITEMS’ CENTERS OR EDGES.

GENERAL REFLECTED CEILING PLAN NOTES

P. SUPPORT LIGHT FIXTURES AND AIR DIFFUSERS

DIRECTLY BY WIRES TO THE STRUCTURE ABOVE

Q. ALL NEW CEILINGS SHOULD BE INSTALLED AT ORIGINAL

CEILING HEIGHT AND IN ORIGINAL ALIGNMENT WITH

SPRINKLER HEADS (VERIFY IN FIELD).

R. ALL GWB CEILINGS TO BE PAINTED TO MATCH

EXISTING.

S. FINISH HVAC DIFFUSERS, DRAPERY POCKETS AND S

SPEAKER GRILLES TO MATCH ADJACENT FINISH UNO

T. GENERAL CONTRACTOR SHALL SUBMIT LOCATION

PLANS FOR ALL DEVICES LOCATED WITHIN GYPSUM

BOARD CEILINGS LIKE FIRE ALARM DEVICES,

SPRINKLER HEADS, THERMOSTATS AND ANY OTHER

THAT DIFFER OR NOT SHOWN ON THIS PLAN.

U. VERIFY ALL CEILING HEIGHTS PRIOR TO REPLACEMENT.

GENERAL NOTES:

1. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE

SUPERVISION AND COORDINATION OF ALL

CONSTRUCTION PROCEDURES.

2. ALL WORK SHALL BE PERFORMED IN STRICT

ACCORDANCE WITH THE APPLICABLE CODES AND

ORDINANCES IN EFFECT AT THE TIME OF

CONSTRUCTION OUTLINED ON LS001. IN THE

EVENT OF A CONFLICT, THE MORE STRINGENT

REQUIREMENT SHALL GOVERN AND BE MET.

3. ALL DIMENSIONS SHALL BE VERIFIED BY THE

CONTRACTOR AND THE CONTRACTING OFFICER

MUST BE NOTIFIED OF ANY DISCREPANCIES

BEFORE PROCEEDING WITH THE WORK.

4. COORDINATE LOCATIONS AND/OR ELEVATIONS OF

FLOOR DRAINS, REGISTERS, GRILLES, LOUVERS,

DUCTS, UNIT HEATERS, PANELS, ETC. WITH

MECHANICAL AND ELECTRICAL CONTRACTORS

AND ARCHITECTURAL DRAWINGS.

5. WHERE A DETAIL IS SHOWN FOR ONE CONDITION,

IT SHALL APPLY TO ALL LIKE OR SIMILAR

CONDITIONS, EVEN THOUGH NOT SPECIFICALLY

MARKED ON THE DRAWINGS.

6. CONTRACTOR SHALL ENSURE THAT

CONSTRUCTION ENVIRONMENT IS MAINTAINED IN

SUCH A WAY TO INHIBIT MOLD AND MILDEW

GROWTH.

7. CONTRACTOR SHALL REMOVE PROMPTLY AND

LEGALLY ALL ACCUMULATED DEBRIS, PROTECT

ALL EXPOSED PORTIONS OF WORK FROM

ELEMENTS, AVOID OVER- LOADING STRUCTURE,

AND SECURELY STORE ALL ITEMS TO BE USED

FOR CONSTRUCTION.

8. THE CONTRACTOR SHALL TAKE ALL NECESSARY

PRECAUTIONARY MEASURES TO PROTECT THE

PUBLIC AND ADJACENT PROPERTIES FROM

DAMAGE THROUGHOUT CONSTRUCTION.

9. ANY EXISTING UTILITIES TO BE ABANDONED SHALL

BE PROPERLY DISCONNECTED, PLUGGED OR

CAPPED, AS REQUIRED BY CODE OR SOUND

CONSTRUCTION PRACTICE.

10. NO CHANGES, MODIFICATIONS OR DEVIATIONS

SHALL BE MADE FROM THE DRAWINGS OR

SPECIFICATIONS WITHOUT FIRST SECURING

WRITTEN PERMISSION FROM THE CONTRACTING

OFFICER.

11. WHERE LACK OF INFORMATION, OR ANY

DISCREPANCY SHOULD APPEAR IN THE

DRAWINGS OR SPECIFICATIONS, REQUEST

WRITTEN INTERPRETATION FROM THE

CONTRACTING OFFICER BEFORE PROCEEDING

WITH THAT PORTION OF THE WORK.

12. PROVIDE ADEQUATE CONCEALED BLOCKING AND

ANCHORING FOR ALL CEILING AND WALL

MOUNTED EQUIPMENT, HARDWARE AND

ACCESSORIES.

13. WHEN A SYSTEM OR ASSEMBLY IS SPECIFIED, ALL

NECESSARY PARTS AND MATERIALS REQUIRED

FOR A COMPLETE INSTALLATION/SYSTEM SHALL

BE INSTALLED ACCORDING TO THE

MANUFACTURERS INSTRUCTIONS.

14. UNLESS OTHERWISE NOTED, ELECTRICAL

CONDUITS, PLUMBING LINES, ETC., SHALL BE RUN

CONCEALED AND FRAMING SHALL BE ADEQUATE

SIZE TO ACCOMPLISH RESULT WITHOUT CAUSING

ANY CHANGES IN THE WALL PLANE.

15. COORDINATE WITH ALL TRADES THE LOCATIONS

OF SLEEVES OR OTHER PRESET ACCESSORIES

INVOLVING OTHER TRADES.

16. THESE PLANS SHOULD BE STUDIED AND USED IN

THEIR ENTIRETY AS INFORMATION VITAL TO EACH

STAGE OF CONSTRUCTION.

17. GENERAL CONTRACTOR WILL BE HELD SOLELY

RESPONSIBLE FOR COMPLETION OF ALL WORK

SHOWN OR REASONABLY IMPLIED BY THESE

DRAWINGS AND/OR SPECIFICATIONS.

18. DETAILS TAKE PRECEDENCE OVER PLANS &

ELEVATIONS - LARGER SCALE DRAWINGS TAKE

PRECEDENCE OVER SMALLER SCALE DRAWINGS.

19. MANUFACTURERS AND MODELS REFLECTED ON

DRAWINGS ARE DESIGN BASIS ONLY UNLESS

SPECIFICALLY NOTED AS “SOLE SOURCE”. FOR

ITEMS NOT LABELED AS “SOLE SOURCE”,

EQUIVALENT PRODUCT SUBSTITUTIONS ARE

PERMITTED PROVIDED THEY OFFER THE SAME OR

BETTER PERFORMANCE AND ARE APPROVED BY

THE CONTRACTING OFFICER THROUGH FORMAL

SUBMITTAL PROCESS.

20. CONTRACTOR SHALL PROTECT ALL MATERIALS

ON THE JOBSITE FROM THE ELEMENTS AND

ENSURE MATERIALS DON’T DEVELOP MOLD

THROUGHOUT THE PROJECT.

21. THE CONTRACTOR SHALL FURNISH COPIES OF

PERMITS, INSPECTIONS, AND CERTIFICATES TO

CONTRACTING OFFICER AS REQUESTED ALONG

WITH FIRST APPLICATION FOR PAYMENT.

22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING ALL REQUIRED BUILDING PERMITS

PRIOR TO THE COMMENCEMENT OF ANY WORK.

23. THE CONTRACTOR SHALL PROVIDE ALL

CERTIFICATES OF OCCUPANCY, PERMITS AND

CLOSE OUT DOCUMENTS TO CONTRACTING

OFFICER UPON COMPLETION OF PROJECT.

24. ANY ITEMS NOT BEING DEMOLISHED ARE TO BE

PROTECTED DURING CONSTRUCTION. IF

DAMAGED OR DESTROYED, REPLACE OR REPAIR

DAMAGED OR DESTROYED ITEMS WITH

APPROVED ITEMS AT NO EXPENSE TO THE

NATIONAL PARK SERVICE.

25. THE DESIGN OF THIS PROJECT IS BASED UPON

INFORMATION PROVIDED BY NATIONAL PARK

SERVICE THROUGH EXISTING DRAWINGS AND ON-

SITE OBSERVATION. VERIFY ALL EXISTING

DIMENSIONS AND CONDITIONS PRIOR TO

COMMENCING WORK. IF EXISTING CONDITIONS

ARE NOT AS DEPICTED OR ANTICIPATED, NOTIFY

THE CONTRACTING OFFICER IMMEDIATELY UPON

DISCOVERY AND DO NOT PROCEED WITHOUT

APPROVAL. IF CONTRACTOR PROCEEDS WITHOUT

APPROVAL, THE CONTRACTOR ACCEPTS FULL

LIABILITY FOR THAT PORTION OF CONSTRUCTION.

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:2

:3

P M

GENERAL NOTESG102

A.LAMB

M.LAROSA

A.LAMB

2 70

NATCHEZ VISITOR CENTER 339

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NATCHEZ NATIONAL HISTORICAL PARK09/29/2021

A. SITE PLAN IS PROVIDED FOR CONTEXT ONLY. THERE ARE NO

PLANNED UPGRADES TO UTILITY INFRASTRUCTURE

SYSTEMS FOR THIS PROJECT.

B. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO

EXISTING CONDITIONS. DAMAGE SHALL BE RESTORED TO

MATCH EXISTING OR BETTER.

C. CONTRACTOR IS RESPONSIBLE FOR REPAIRING DAMAGE TO

EXISTING LANDSCAPING ONCE PROJECT IS COMPLETE.

COORDINATE WITH PARK TO IDENTIFY LANDSCAPE

CONDITIONS TO BE RESTORED.

GENERAL SITE NOTES:

NATCHEZ

NATIO

NAL

HIS

TO

RIC

AL P

ARK

EXIT

GATE

ENTRY

GATE

A

C

B

KEY PLAN

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:2

:2

P M

SITE LOGISTICS PLANG103

D.Designer

A.Author

C.Checker

3 70

NATCHEZ VISITOR CENTER 339

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NATCHEZ NATIONAL HISTORICAL PARK09/29/2021

B L D

G

G103

1 SITE LOGISTICS PLAN

SITE LOGISTICS KEYNOTE

1 PROPOSED SITE STAGING AREA. CONTRACTOR SHALL

COORDINATE WITH THE CONTRACTING OFFICER EXACT

LOCATION AND TOTAL AREA REQUIRED. CONSTRUCTION

PARKING WILL BE LIMITED TO STAGING AREA.

2 AN OFFICE WITHIN THE FACILITY WILL BE AVAILABLE FOR

THE CONTRACTOR TO CONDUCT CONSTRUCTION

BUSINESS. CONTRACTOR WILL BE RESPONSIBLE FOR ITS

OWN INTERNET AND DATA SERVICE.

3 CONTRACTOR FENCING COORDINATE W/ CONTRACTING

OFFICER EXACT LOCATION PRIOR TO INSTALLATION. 6'

HIGH CHAIN LINK FENCE, PRIVACY MESH, LOCKING GATE.

4 CONTRACTOR ENTRANCE TO JOBSITE FOR PURPOSE OF

CONSTRUCTION.

5 CONTRACTOR DUMPSTER LOCATION FOR CONSTRUCTION

WASTE.

6 CRANE / LIFT LOCATIONS

SCALE

100 0 100

SCALE OF FEET

GENERAL DEMOLITION NOTES:

D-1. PERSONNEL PROTECTION

FURNISH AND MAINTAIN TEMPORARY TYPES OF

PROTECTION AS NECESSARY TO ADEQUATELY PROTECT

AND PREVENT ACCIDENTAL INJURY TO THE PUBLIC,

PERSONNEL VISITING AND EMPLOYED AT THE WORK

AREA. TAKE ALL NECESSARY PRECAUTIONS TO KEEP

TRESPASSERS OUT OF WORK AREAS. PROPERLY

SECURE WORK AREAS FROM ENTRY WHEN WORK IS NOT

IN PROGRESS.

D-2. EXISTING CONDITIONS

A. OBVIOUS EXISTING CONDITIONS, INSTALLATIONS AND

OBSTRUCTIONS AFFECTING THE WORK SHALL BE TAKEN

INTO CONSIDERATION AS NECESSARY WORK TO BE

DONE, THE SAME AS THOUGH THEY WERE COMPLETELY

SHOWN OR DESCRIBED.

B. ITEMS OF EXISTING CONSTRUCTION INDICATED TO

REMAIN UPON COMPLETION OF THE CONTRACT, BUT

WHICH REQUIRE REMOVAL TO COMPLETE THE WORK,

SHALL BE CAREFULLY REMOVED AND REPLACED AS

REQUIRED TO PREVENT DAMAGE. THE REPLACED WORK

SHALL MATCH ITS CONDITION AT THE START OF THE

WORK UNLESS OTHERWISE REQUIRED.

C. VISIT THE SITE TO DETERMINE BY INSPECTION ALL

EXISTING CONDITIONS, INCLUDING ACCESS TO THE SITE,

THE NATURE OF STRUCTURES, OBJECTS AND MATERIALS

TO BE ENCOUNTERED, AND ALL OTHER FACTS

CONCERNING OR AFFECTING THE WORK. INFORMATION

ON THE DRAWINGS SHOWING EXISTING CONDITIONS

DOES NOT CONSTITUTE A GUARANTEE THAT OTHER

ITEMS MAY NOT BE FOUND OR ENCOUNTERED.

D-3. PROTECTION OF WORK TO REMAIN

A. PROTECT FROM ALL DAMAGE USING BARRICADES,

TARPAULINS, TEMPORARY WALLS, PLYWOOD, PLANKING,

MASKING, OR OTHER SUITABLE MEANS AND METHODS.

B. IF WORK TO REMAIN IS DAMAGED, RESTORE TO

ORIGINAL CONDITION AT NO ADDITIONAL COST.

C. DO NOT DAMAGE OR ALTER ANY STRUCTURAL

ELEMENT OR THE EXISTING BUILDING, UNLESS SHOWN

ON STRUCTURAL DRAWINGS. WHERE LOAD BEARING

STRUCTURAL ELEMENTS SHOWN ON STRUCTURAL

DRAWINGS ARE TO BE REMOVED OR ALTERED, PROVIDE

TEMPORARY SHORING THAT CARRIES THE EXISTING

LOADS WITHOUT DAMAGE OR DEFLECTION.

D-4. CLEANING

REMOVE DEMOLITION DEBRIS AS IT IS PRODUCED. DO

NOT ALLOW DEBRIS TO ACCUMULATE ON SITE OR IN THE

BUILDING. REMOVE FROM SITE AND MAKE LEGAL

DISPOSAL. KEEP WORK AREA BROOM CLEAN.

D-5. CUTTING AND PATCHING

THE REMOVAL AND REPLACEMENT OF EXISTING

CEILINGS AND THE CUTTING AND PATCHING AND/OR

REPLACEMENT OF EXISTING WALLS, PARTITIONS AND

FLOORS AS MAY BE NECESSARY FOR ACCESS TO

VALVES, PIPING, CONDUIT AND TUBING BY MECHANICAL

AND ELECTRICAL TRADES SHALL BE INCLUDED AND

PERFORMED AS AN OBLIGATION OF, AND AS DIRECTED

BY THE CONTRACTOR AND APPROVED BY THE

CONTRACTING OFFICER. THE PATCHING AND/OR

REPLACEMENT SHALL BE PERFORMED BY THE

APPROPRIATE SUBCONTRACTOR FOR THE WORK

INVOLVED, OR BY OTHER PROPERLY QUALIFIED

SUBCONTRACTOR OR LABOR AS DETERMINED BY THE

CONTRACTOR.

D-6. MATCHING EXISTING PRODUCTS

A. WHERE NEW PRODUCTS ARE IN THE SAME VIEWING

AREA AS EXISTING ONES, EVERY EFFORT SHALL BE

MADE BY THE CONTRACTOR TO USE MATCHING

DESIGNS, PATTERNS AND FINISHES.

B. IF REASONABLY MATCHING PRODUCTS ARE NOT

OBTAINABLE, CONTRACTOR SHALL IMPROVE

APPEARANCE BY MINOR RELOCATING OF SOME EXISTING

PRODUCTS AND GROUPING NEW ONES IN A PATTERN

DETERMINED WITH THE CONTRACTING OFFICER.

D-7. SALVAGED MATERIALS

CAREFULLY REMOVE TO AVOID DAMAGE. THOROUGHLY

CLEAN, PAINT (WHERE APPLICABLE), AND REINSTALL AS

INDICATED, OR STORE AS DIRECTED. FURNISH NEW

MATERIALS IF MATERIAL CANNOT BE RELOCATED.

CONTRACTOR, AT HIS OPTION, MAY FURNISH NEW

MATERIALS (MATCH EXISTING) IN LIEU OF RELOCATING

EXISTING.

D-8. CONCEALED CONDITIONS

IF SUCH CONDITIONS CAUSE CHANGES IN THE WORK

FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS,

THE CONTRACT SUM WILL BE ADJUSTED IN

ACCORDANCE WITH THE GENERAL CONDITIONS.

D-10. BUILDING RULES

MEET WITH CONTRACTING OFFICER TO DISCUSS RULES

AND PROCEDURES FOR ACCESS TO WORK AREAS,

DELIVERY AND STORING OF MATERIALS, REMOVAL OF

TRASH AND DEBRIS, TRASH DUMPSTER LOCATION AND

CONSTRUCTION PERSONNEL PARKING.

D-11. COORDINATING WITH CONTRACTING OFFICER

ACCESS TO SERVER ROOM 267 AND AV EQUIPMENT

ROOM 117. NPS PERSONNEL MUST BE PRESENT WHEN

ACCESS TO THESE ROOMS ARE NEEDED.

D-12. PRIOR TO STARTING ANY WORK ON THE ROOF

COORDINATE WITH THE CONTRACTING OFFICER FOR

ROOF MANUFACTURER'S WARRANTY. MODIFICATION TO

THE ROOF MUST BE MADE BY A CERTIFIED INSTALLER.

DEMOLITION NOTES:

NOTE:

IN EACH OFFICE/ROOM WHERE CEILING TILE AND GRID ARE TO BE REMOVED AND REPLACED,

ALL ITEMS HANGING ON THE WALLS THAT MAY BE DISTURBED DURING THIS PROCESS

SHOULD BE REMOVED, STORED SECURELY, REPLACED WHEN CEILING IS REPLACED.

ONLY CEILINGS INCLUDED IN THIS CONTRACT (HVAC REPLACEMENT) ARE TO BE

REPLACED/REPAIRED AS PART OF THIS WORK.

1. IN ALL ACOUSTICAL TILE CEILINGS SECURE ALL LIGHT FIXTURES, TIE IN PLACE FOR

REINSTALLATION IN SAME LOCATION. TAKE CARE TO NOT DAMAGE LIGHT FIXTURES DURING

CONSTRUCTION.

2. ALL SPRINKLER HEADS TO BE REMOVED FROM TILE AND REMAIN IN PLACE AND IN

WORKING ORDER DURING CONSTRUCTION. EXISTING SPRINKLER HEADS TO BE CENTERED IN

NEW ACOUSTICAL CEILING TILE.

3. CARE SHOULD BE TAKEN TO NOT DAMAGE EXISTING SECURITY EQUIPMENT IN PLACE, NOT

TO INTERRUPT THE WORKING OF THIS EQUIPMENT AT ANY TIME DURING CONSTRUCTION IF

POSSIBLE. IF THIS IS NOT POSSIBLE, NOTIFY CONTRACTING OFFICER (C.O.) IMMEDIATELY.

4. IF THERE IS A QUESTION AS TO FUNCTION OF ANY EXISTING ITEM ATTACHED TO THE

CEILING, VERIFY WITH C.O. IF ITEM IS IN USE. IF NOT IN USE, REMOVE AND DISCARD SAFELY;

IF IN USE, REMOVE, TAG LOCATION FOR REINSTALLATION IN SAME LOCATION. STORE ITEM IN

A PROTECTED AREA.

5. REMOVE ALL CEILING MOUNTED EMERGENCY EXIT SIGNS, TAG SIGN AND LOCATION FOR

REINSTALLATION IN SAME LOCATION. STORE SIGN IN A PROTECTED AREA.

6. REMOVE ALL SMOKE ALARMS, TAG ALARM AND LOCATION FOR REINSTALLATION IN SAME

LOCATION. STORE IN A PROTECTED AREA.

7. AT ALL TIMES CARE SHOULD BE TAKEN TO PROTECT ANY FURNITURE, EQUIPMENT, ETC., IN

AREAS WHERE CEILINGS ARE TO BE REMOVED. IF ANY ITEM IS DAMAGED AT ANY TIME

DURING CONSTRUCTION, SAID ITEM MUST BE REPAIRED/REPLACED AT CONTRACTOR'S

EXPENSE. IF ITEM IS REPLACE, ITEM MUST BE OF LIKE QUALITY, SIZE, AND FUNCTION.

8. IN THE EXHIBIT HALL REMOVE ALL DECORATIVE WOOD CEILINGS, STORE MATERIAL BY

LOCATION IN A DRY, PROTECTED AREA FOR REINSTALLATION IN SAME LOCATION AFTER

HVAC SYSTEMS AND DUCTWORK ARE INSTALLED.

9. IN THE EXHIBIT HALL REMOVE ALL LIGHT FIXTURES, SPEAKER RACKS, ETC. TAG FIXTURE

AND JUNCTION BOX; STORE LIGHT FIXTURE IN A PROTECTED AREA FOR REINSTALLATION IN

SAME LOCATION. TAG SPEAKER RACKS, NOTE ORIENTATION, TAG JUNCTION BOX; STORE IN A

PROTECTED AREA FOR REINSTALLATION IN SAME LOCATION.

10. IN EXHIBIT HALL REMOVE ALL EMERGENCY EXIT SIGNS AND SMOKE ALARMS, TAG

JUNCTION BOXES AND LOCATION FOR REINSTALLATION IN SAME LOCATION.

11. IN EXHIBIT HALL ALL SPRINKLER HEADS IN DECORATIVE WOOD CEILINGS ARE TO BE

REMOVED IN ORDER NOT TO DAMAGE WOOD DURING REMOVAL. HEADS ARE TO BE IN PLACE

AND IN WORKING ORDER DURING CONSTRUCTION. REPEAT PROCESS WHEN DECORATIVE

WOOD CEILINGS ARE REPLACED.

12. IN EXHIBIT HALL CARE SHOULD BE TAKEN TO NOT DAMAGE EXISTING SECURITY

EQUIPMENT IN PLACE, NOT TO INTERRUPT THE WORKING OF THIS EQUIPMENT AT ANY TIME

DURING CONSTRUCTION IF POSSIBLE. IF THIS IS NOT POSSIBLE, NOTIFY CONTRACTING

OFFICER IMMEDIATELY.

13. IN EXHIBIT HALL GREAT CARE SHOULD BE TAKEN TO PROTECT ALL MURALS, WALL

HANGINGS, FREE STANDING EXHIBITS, ETC., DURING CONSTRUCTION. ANY DAMAGE DONE IS

TO BE REPAIRED AT CONTRACTOR'S EXPENSE.

14. REMOVE, STORE, AND/OR PROTECT ALL EXHIBITS WHEN CEILING WORK IS BEING

PERFORMED IN THE EXHIBIT HALL.

15. PROTECT SURROUNDING AREA AND ITEMS FROM FIRE WHERE ANY WELDING IS

OCCURRING. SECURE HOT WORK PERMITS WHERE WELDING IS REQUIRED.

16. CONTRACTOR SHALL RECORD EXACT LOCATION OF CEILING GRIDS SO THAT SPRINKLER

HEADS ARE CENTERED ON THE NEW CEILING TILE.

17. SERVER ROOM - PROTECT IT EQUIPMENT DURING DEMOLITION AND CONSTRUCTION IN

ROOMS 267 AND 117.

1. THE EXISTING SPRINKLER SYSTEM IS INTENDED TO REMAIN IN OPERATION WHILE

CONSTRUCTION TAKES PLACE.

2. TAKE NECESSARY PRECAUTIONS IF SYSTEM OR PART OF THE SYSTEM REQUIRES TO BE

DRAINED TO FACILITATE CONSTRUCTION.

SYSTEM SHALL BE RE-CHARGED AND TESTED AS REQUIRED BY NFPA.

3. REPLACE SPRINKLER HEADS TO MATCH EXISTING IN THE EVENT THEY GET DAMAGED

DURING CONSTRUCTION. ONCE DUCTWORK

IN MECHANICAL ROOMS IS INSTALLED, PROVIDE NEW SPRINKLER HEADS AS REQUIRED

UNDER THE NEW WORK TO MEET NFPA 13.

4. THE EXISTING FIRE ALARM SYSTEM IS INTENDED TO REMAIN IN OPERATION WHILE

CONSTRUCTION TAKES PLACE.

GENERAL NOTES: FIRE SPRINKLER AND FIRE ALARM SYSTEMS:

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

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ASSOCIATES

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/2

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:4

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P M

DEMOLITION NOTESAD001

A. LAMB

A. POWELL

A. LAMB

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N

BCDEFGHJKLMP

D1

D4

D2

D4 A

A M

A T

C H

L

IN

E A

A M

A T

C H

L

IN

E

D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1 D1

D1 D1 D1 D1 D1 D1

D2 D2

D2

D2

CORRIDOR

LOBBY

RECEP

CONF.

OFFICE

OFFICE

OFFICE

OFFICE

ACCOUNTING

OFFICE 7

CONFERENCE 2

OFFICE

CORRIDOR

ELEC. DIST.

CATERING STORAGE

STORAGE

WOMEN

MEN

CONF. STORAGE

DISTRIBUTION ROOM

MECH

BREAK ROOM

STORAGE

WORKROOM

STAIR 4

CORRIDOR

D4

A

C

B

KEY PLAN

DEMO LEGEND:

EXISTING WALL TO REMAIN

DEMO CEILING

DEMO LIGHT, SEE

ELECTRICAL

DEMO AIR SUPPLY,

SEE MECHANICAL

DEMO AIR RETURN,

SEE MECHANICAL

DEMO LIGHT, SEE

ELECTRICAL

GENERAL NOTE:

REFER TO ALTERNATE AND PHASING

NOTES ON DRAWING M001

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:4

:0

P M

DEMOLITION RCP - BASE

BID - FIRST FLOORAD101

A.LAMB

M.LAROSA

A.LAMB

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AD101

1 DEMOLITION RCP - BASE BID - FIRST FLOOR - PART A

8 0 8 16

SCALE OF FEET

B L D

G

DEMOLITION REFLECTED CEILING PLAN KEYNOTES

D1 2'x2' ACT CEILINGS. DEMOLISH WHERE INDICATED

D2 GWB CEILING - REMOVE ONLY AS REQUIRED TO REPLACE

MECHANICAL SYSTEM COMPONENTS.

D3 EXISTING WOOD CEILING TO BE REMOVED CAREFULLY,

PROTECTED, STORED, AND REINSTALLED.

D4 OPEN TO STRUCTURE (EXISTING TO REMAIN). REFER TO

MECHANICAL DWGS FOR SCOPE IN THIS AREA.

BCDEFGHJKLM

D1

D4

A A

M A

T C

H L

IN

E

D1 D1D1D1D1D1D1D1D1

D1 D1 D1 D1 D1

D1

A A

M A

T C

H L

IN

E

D4

D4

D4

D2

STORAGE

MEN

WOMEN

STORAGE

SERVER ROOM

MECH.

BREAK RM.

STORAGE

LOBBY

ADMIN

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

CONF.

BROCHURE

WORK RM.

BROCHURE

STORAGE

ENTRY

STAIR 4

CORRIDOR

A

C

B

KEY PLAN

DEMO LEGEND:

EXISTING WALL TO REMAIN

DEMO CEILING

DEMO LIGHT, SEE

ELECTRICAL

DEMO AIR SUPPLY,

SEE MECHANICAL

DEMO AIR RETURN,

SEE MECHANICAL

DEMO LIGHT, SEE

ELECTRICAL

GENERAL NOTE:

REFER TO ALTERNATE AND PHASING

NOTES ON DRAWING M001

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:4

:3

P M

DEMOLITION RCP - BASE

BID - SECOND FLOORAD102

A.LAMB

M.LAROSA

A.LAMB

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AD102

1 DEMO RCP - BASE BID - SECOND FLOOR - PART A

8 0 8 16

SCALE OF FEET

B L D

G

DEMOLITION REFLECTED CEILING PLAN KEYNOTES

D1 2'x2' ACT CEILINGS. DEMOLISH WHERE INDICATED

D2 GWB CEILING - REMOVE ONLY AS REQUIRED TO REPLACE

MECHANICAL SYSTEM COMPONENTS.

D3 EXISTING WOOD CEILING TO BE REMOVED CAREFULLY,

PROTECTED, STORED, AND REINSTALLED.

D4 OPEN TO STRUCTURE (EXISTING TO REMAIN). REFER TO

MECHANICAL DWGS FOR SCOPE IN THIS AREA.

PQRST

AD103

D4

DOUBLE

HEIGHT

SPACE

(REFER TO

2/AD103)

D4

S im

QUEUING

VESTIBULE

BOOKSTORE

BOOKSTORE STORAGE

CORRIDOR

CORRIDOR

STAIR 3

JAN.

CATERING STORAGE

A A

M A

T C

H L

IN

E A

A M

A T

C H

L

IN

E

D1

D2

D1

FOR DOUBLE HEIGHT SPACES BELOW -

REFER TO SECOND FLOOR PLAN

D4

D4

PQRST

AD103

D1

BB MATCHLINE

D3

D3

A A

M A

T C

H L

IN

E A

A M

A T

C H

L

IN

E

BB MATCHLINE

D1

D2

D2

D2 D2

D1 D1

D1

D1

3 Sim

D2

D4

ELEV. MACH.

STAIR 3

CORRIDOR

ELEC.

ROOM

MECH.

BOOKSTORE

BRIDGE

RAMP

PRE-SHOW

D1

D4

ACCESS DOOR

ACCESS

DOOR

A

C

B

KEY PLAN

DEMO LEGEND:

EXISTING WALL TO REMAIN

DEMO CEILING

DEMO LIGHT, SEE

ELECTRICAL

DEMO AIR SUPPLY,

SEE MECHANICAL

DEMO AIR RETURN,

SEE MECHANICAL

DEMO LIGHT, SEE

ELECTRICAL

GENERAL NOTE:

REFER TO ALTERNATE AND PHASING

NOTES ON DRAWING M001

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:4

:3

P M

DEMOLITION RCP - BASE

BID - PART BAD103

A.LAMB

M.LAROSA

A.LAMB

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8 0 8 16

SCALE OF FEET

B L D

G

AD103

1 DEMO RCP - BASE BID - FIRST FLOOR - PART B

AD103

2 DEMO RCP - BASE BID - SECOND FLOOR - PART B

AD103

4 BOOKSTORE FIRST FLOOR

AD103

3 BOOKSTORE SECOND FLOOR

DEMOLITION REFLECTED CEILING PLAN KEYNOTES

D1 2'x2' ACT CEILINGS. DEMOLISH WHERE INDICATED

D2 GWB CEILING - REMOVE ONLY AS REQUIRED TO REPLACE

MECHANICAL SYSTEM COMPONENTS.

D3 EXISTING WOOD CEILING TO BE REMOVED CAREFULLY,

PROTECTED, STORED, AND REINSTALLED.

D4 OPEN TO STRUCTURE (EXISTING TO REMAIN). REFER TO

MECHANICAL DWGS FOR SCOPE IN THIS AREA.

NOTE - FOR ALTERNATE 1 - DEDUCT

ARCHITECTURAL WORK FROM PLAN

AREA PART B AND PART C, UNO.

NPQRST

D4

D4

D1

D2

D3

D3

D3

D3

D2

D2

D2

D1

BB MATCHLINE BB MATCHLINE

D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

D1

D1

D1

D1

D1

D1

THEATRE

OFFICE

AV. EQUIP.

STORAGE

MECH.

FIRST AID

OFFICE

TICKETING

PRE-SHOW

VISIT PLANNING

ORIENTATION

111 ENTRY

VENDING

WOMEN

MEN

MAINT. ROOM

A

C

B

KEY PLAN

DEMO LEGEND:

EXISTING WALL TO REMAIN

DEMO CEILING

DEMO LIGHT, SEE

ELECTRICAL

DEMO AIR SUPPLY,

SEE MECHANICAL

DEMO AIR RETURN,

SEE MECHANICAL

DEMO LIGHT, SEE

ELECTRICAL

GENERAL NOTE:

REFER TO ALTERNATE AND PHASING

NOTES ON DRAWING M001

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:4

:0

P M

DEMOLITION RCP - BASE

BID - PART CAD104

A.LAMB

M.LAROSA

A.LAMB

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AD104

1 DEMO RCP - BASE BID - FIRST FLOOR - PART C

8 0 8 16

SCALE OF FEET

B L D

G

DEMOLITION REFLECTED CEILING PLAN KEYNOTES

D1 2'x2' ACT CEILINGS. DEMOLISH WHERE INDICATED

D2 GWB CEILING - REMOVE ONLY AS REQUIRED TO REPLACE

MECHANICAL SYSTEM COMPONENTS.

D3 EXISTING WOOD CEILING TO BE REMOVED CAREFULLY,

PROTECTED, STORED, AND REINSTALLED.

D4 OPEN TO STRUCTURE (EXISTING TO REMAIN). REFER TO

MECHANICAL DWGS FOR SCOPE IN THIS AREA.

NOTE - FOR ALTERNATE 1 - DEDUCT

UP

N

BCDEFGHJKLMPQRST

1" / 1'-0"

1" / 1'-0"

D6

D7 D5

D6

D8

D8

D8

D6

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:5

:3

P M

DEMOLITION - BASE BID -

ROOF PLANAD110

Designer

Author

Checker

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AD110

1 DEMO ROOF PLAN - BASE BID

DEMOLITION ROOF PLAN KEYNOTES

D5 CHILLER TO BE REMOVED. REFER TO MECHANICAL AND ELECTRICAL

DRAWINGS.

D6 DEMOLISH EXISTING MECHANICAL EQUIPMENT ON ROOF, MODIFY/REPAIR

EXISTING ROOF IN ORDER TO PERFORM WORK. PROTECT SURROUNDING

ROOF STRUCTURE AND INTERIOR OF FACILITY FROM WEATHER DURING

CONSTRUCTION. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS.

D7 REMOVE EXISTING FAN IN EXTERIOR WALL, REMOVING ENOUGH OF EXISTING

EXTERIOR WALL FINISHES TO PERFORM WORK. PROTECT SURROUNDING

WALL AND INTERIOR OF FACILITY DURING CONSTRUCTION. REFER TO

MECHANICAL AND ELECTRICAL DRAWINGS. REPAIR WALL TO LIKE NEW

CONDITION.

D8 REMOVE EXISTING MECHANICAL EQUIPMENT. PROTECT SURROUNDING ROOF

STRUCTURE AND INTERIOR OF FACILITY DURING CONSTRUCTION. REFER TO

MECHANICAL AND ELECTRICAL DRAWINGS.

NOTE - FOR ALTERNATE 1 ON ROOF -

REFER TO MECHANICAL.

16 0 16 32

SCALE OF FEET

B L D

G

BCDEFGHJKLM

A A

M A

T C

H L

IN

E A

A M

A T

C H

L

IN

E

1 1 1 1 1 1 1 1 1 1 1 1

11111

2 2

CORRIDOR

LOBBY

RECEP

CONF.

OFFICE

OFFICE

OFFICE

OFFICE

ACCOUNTING

OFFICE 7

CONFERENCE 2

OFFICE

CORRIDOR

ELEC. DIST.

CATERING STORAGE

STORAGE

WOMEN

MEN

CONF. STORAGE

DISTRIBUTION ROOM

MECH

BREAK ROOM

STORAGE

WORKROOM

STAIR 4

CORRIDOR

2' x 4' LAY-IN LIGHT FIXTURE

6" RECESSED CAN LIGHT

STRIP LIGHT

RCP LEGEND:

2' x 2' ACT GRID

GWB CEILING

2' x 2' SUPPLY DIFFUSER

2' x 2' RETURN REGISTER

2' x 2' CEILING CASSETTE FAN COIL

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

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:2

:3

P M

REFLECTED CEILING PLAN -

BASE BID - FIRST FLOORA131

A.LAMB

M.LAROSA

A.LAMB

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A131

1 RCP - BASE BID - FIRST FLOOR - PART A

8 0 8 16

SCALE OF FEET

REFLECTED CEILING PLAN KEYNOTES

1 NEW 2'x2' TEGULAR ACT TILE AND GRID. ALL NEW TILE TO GO

BACK IN SAME LOCATION AS EXISTING TO ALIGN WITH

EXISTING CEILING COMPONENTS (I.E.: SPRINKLER HEADS,

LIGHTING, ETC.). INTENT - SPRINKLER HEADS WILL NOT BE

RELOCATED.

2 PATCH/REPAIR GWB CEILING AS REQUIRED WHERE

REMOVED FOR MECHANICAL WORK. PAINT

REPAIRED/REPLACED HORIZONTAL GWB CEILING.

COORDINATE LOCATION OF DIFFUSERS WITH MECHANICAL

DWGS. WHERE LINEAR DIFFUSERS ARE RELOCATED,

REPLACE GWB TO LIKE NEW CONDITION.

3 REINSTALL EXISTING STORED WOOD CEILING IN ORIGINAL

LOCATION. REATTACH ALL LIGHTING, SPRINKLER HEADS,

SECURITY EQUIPMENT, ETC., IN SAME LOCATIONS AS

BEFORE DEMOLITION.

B L D

G

T

TT

N

BCDEFGHJKLM

STORAGE

MEN

WOMEN

STORAGE

SERVER ROOM

MECH.

BREAK RM.

STORAGE

BROCHURE

WORK RM.

CONF.

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

ADMIN

LOBBY

STAIR 4

BROCHURE

STORAGE

AA MATCHLINE

A A

M A

T C

H L

IN

E

1 1 1 11 1 1

11111

2 2

CORRIDOR

ENTRY

A

C

B

KEY PLAN

2' x 4' LAY-IN LIGHT FIXTURE

6" RECESSED CAN LIGHT

STRIP LIGHT

RCP LEGEND:

2' x 2' ACT GRID

GWB CEILING

2' x 2' SUPPLY DIFFUSER

2' x 2' RETURN REGISTER

2' x 2' CEILING CASSETTE FAN COIL

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

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/2

/2

:2

:4

P M

REFLECTED CEILING PLAN -

BASE BID - SECOND FLOORA132

A.LAMB

M.LAROSA

A.LAMB

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A132

1 RCP - BASE BID - SECOND FLOOR - PART A

B L D

G

8 0 8 16

SCALE OF FEET

REFLECTED CEILING PLAN KEYNOTES

1 NEW 2'x2' TEGULAR ACT TILE AND GRID. ALL NEW TILE TO GO

BACK IN SAME LOCATION AS EXISTING TO ALIGN WITH

EXISTING CEILING COMPONENTS (I.E.: SPRINKLER HEADS,

LIGHTING, ETC.). INTENT - SPRINKLER HEADS WILL NOT BE

RELOCATED.

2 PATCH/REPAIR GWB CEILING AS REQUIRED WHERE

REMOVED FOR MECHANICAL WORK. PAINT

REPAIRED/REPLACED HORIZONTAL GWB CEILING.

COORDINATE LOCATION OF DIFFUSERS WITH MECHANICAL

DWGS. WHERE LINEAR DIFFUSERS ARE RELOCATED,

REPLACE GWB TO LIKE NEW CONDITION.

3 REINSTALL EXISTING STORED WOOD CEILING IN ORIGINAL

LOCATION. REATTACH ALL LIGHTING, SPRINKLER HEADS,

SECURITY EQUIPMENT, ETC., IN SAME LOCATIONS AS

BEFORE DEMOLITION.

PQ

RST

A A

M A

T C

H L

IN

E A

A M

A T

C H

L

IN

E

QUEUING

BOOKSTORE

BOOKSTORE STORAGE

CORRIDOR

STAIR 3

JAN.

CATERING STORAGE

DOUBLE

HEIGHT

SPACE

(REFER TO

2/A133)

FOR DOUBLE HEIGHT SPACES BELOW -

REFER TO SECOND FLOOR PLAN

PQ

RST

BB MATCHLINEBB MATCHLINE

A A

M A

T C

H L

IN

E A

A M

A T

C H

L

IN

E

BB MATCHLINE

1 1

THEATRE

PRE-SHOW

PROJECTION

BOOKSTORE

ELEV.

STAIR 3

ACCESS

DOOR

ACCESS DOOR

CORRIDOR

ELEV. MACH.

ELEC.

ROOM

MECH.

RAMP

2' x 4' LAY-IN LIGHT FIXTURE

6" RECESSED CAN LIGHT

STRIP LIGHT

RCP LEGEND:

2' x 2' ACT GRID

GWB CEILING

2' x 2' SUPPLY DIFFUSER

2' x 2' RETURN REGISTER

2' x 2' CEILING CASSETTE FAN COIL

A

C

B

KEY PLAN

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

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ASSOCIATES

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/2

/2

:3

:2

P M

REFLECTED CEILING PLAN -

BASE BID - PART BA133

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M.LAROSA

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B L D

G

A133

1 RCP - BASE BID - FIRST FLOOR - PART B

A133

2 RCP - BASE BID - SECOND FLOOR - PART B

REFLECTED CEILING PLAN KEYNOTES

1 NEW 2'x2' TEGULAR ACT TILE AND GRID. ALL NEW TILE TO GO

BACK IN SAME LOCATION AS EXISTING TO ALIGN WITH

EXISTING CEILING COMPONENTS (I.E.: SPRINKLER HEADS,

LIGHTING, ETC.). INTENT - SPRINKLER HEADS WILL NOT BE

RELOCATED.

2 PATCH/REPAIR GWB CEILING AS REQUIRED WHERE

REMOVED FOR MECHANICAL WORK. PAINT

REPAIRED/REPLACED HORIZONTAL GWB CEILING.

COORDINATE LOCATION OF DIFFUSERS WITH MECHANICAL

DWGS. WHERE LINEAR DIFFUSERS ARE RELOCATED,

REPLACE GWB TO LIKE NEW CONDITION.

3 REINSTALL EXISTING STORED WOOD CEILING IN ORIGINAL

LOCATION. REATTACH ALL LIGHTING, SPRINKLER HEADS,

SECURITY EQUIPMENT, ETC., IN SAME LOCATIONS AS

BEFORE DEMOLITION.

8 0 8 16

SCALE OF FEET

NOTE - FOR ALTERNATE 1 - DEDUCT

NPQRST

14'-1"

BB MATCHLINE BB MATCHLINE

THEATRE

PRE-SHOW

VISIT PLANNING

OFFICE

AV. EQUIP.

STORAGE

MECH.

FIRST AID

OFFICE

ENTRY

ORIENTATION

MAINT. ROOM

MEN

WOMEN

VENDING

A

C

B

KEY PLAN

2' x 4' LAY-IN LIGHT FIXTURE

6" RECESSED CAN LIGHT

STRIP LIGHT

RCP LEGEND:

2' x 2' ACT GRID

GWB CEILING

2' x 2' SUPPLY DIFFUSER

2' x 2' RETURN REGISTER

2' x 2' CEILING CASSETTE FAN COIL

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:3

:5

P M

REFLECTED CEILING PLAN -

BASE BID - PART CA134

A.LAMB

M.LAROSA

A.LMB

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B L D

G

8 0 8 16

SCALE OF FEET

A134

1 RCP - BASE BID - FIRST FLOOR - PART C

REFLECTED CEILING PLAN KEYNOTES

1 NEW 2'x2' TEGULAR ACT TILE AND GRID. ALL NEW TILE TO GO

BACK IN SAME LOCATION AS EXISTING TO ALIGN WITH

EXISTING CEILING COMPONENTS (I.E.: SPRINKLER HEADS,

LIGHTING, ETC.). INTENT - SPRINKLER HEADS WILL NOT BE

RELOCATED.

2 PATCH/REPAIR GWB CEILING AS REQUIRED WHERE

REMOVED FOR MECHANICAL WORK. PAINT

REPAIRED/REPLACED HORIZONTAL GWB CEILING.

COORDINATE LOCATION OF DIFFUSERS WITH MECHANICAL

DWGS. WHERE LINEAR DIFFUSERS ARE RELOCATED,

REPLACE GWB TO LIKE NEW CONDITION.

3 REINSTALL EXISTING STORED WOOD CEILING IN ORIGINAL

LOCATION. REATTACH ALL LIGHTING, SPRINKLER HEADS,

SECURITY EQUIPMENT, ETC., IN SAME LOCATIONS AS

BEFORE DEMOLITION.

NOTE - FOR ALTERNATE 1 - DEDUCT

GENERAL ROOF PLAN NOTES:

A. QUANTITIES AND LOCATIONS OF ROOF TOP MECHANICAL

EQUIPMENT ARE APPROXIMATE. GENERAL CONTRACTOR

MUST COORDINATE EXACT ITEMS AND LOCATIONS FOR

STRUCTURAL SUPPORT AND ROOF PENETRATIONS.

B. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AROUND ALL

ROOF TOP EQUIPMENT AS NECESSARY.

C. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE TO ALL

EXISTING SCUPPERS AND ROOF DRAINS.

D. ALL ROOF PENETRATIONS SHALL EXTEND A MINIMUM OF 8"

ABOVE FINISHED ROOF TO TOP OF CURB OR VENT.

E. DO NOT ENCROACH ON CRICKET VALLEYS WITH PLUMBING

VENTS, MECHANICAL OR ELECTRICAL PENETRATIONS.

F. PROVIDE ROOF MEMBRANE WALKPADS AT SERVICE SIDE OF

ALL ROOF TOP UNITS AND AT ALL DOWNSPOUT LOCATIONS

AT DOWNSPOUTS FROM ADJACENT HIGH ROOFS.

N

BCDEFGHJKLMPQRST

A140

7 7

PQRS PQRS

0'-0"

FIN. FL.

M

IN

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

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ASSOCIATES

KENNESAW,

GEORGIA

/2

/2

:3

:2

P M

ARCHITECTURAL - BASE

BID - ROOF PLANA140

A.LAMB

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16 0 16 32

SCALE OF FEET

ROOF PLAN KEYNOTES

4 NEW DOAS MECHANICAL UNIT. REFER TO MECHANICAL.

5 NEW PLATFORM MOUNTED CONDENSING UNITS. REFER TO

MECHANICAL.

6 NEW ROOF FAN. REFER TO MECHANICAL.

7 NEW ROOF INTAKE/EXHAUST FAN. REFER TO

MECHANICAL.

8 LINE SHACK, MODEL L/S, BY SBC INDUSTRIES OR

APPROVED EQUAL, COORDINATE EXACT LOCATION WITH

MECHANICAL

9 NEW CHILLER, REFER TO MECHANICAL DRAWINGS

10 NEW STRUCTURAL STEEL PLATFORM, REFER TO

STRUCTURAL DRAWINGS

11 GUARDRAIL @ PLATFORM 30" ABOVE ROOF, 21" SPHERE

UNABLE TO PASS THROUGH HORIZONTAL BARS

12 PATH OF WALK PADS (FROM LADDER ACCESS TO

EQUIPMENT PLATFORM), ALIGN VERTICAL RUN WITH ROOF

ACCESS LADDER

B L D

G

A140

1 ROOF PLAN - BASE BID

A140

4 ROOFTOP EQUIPMENT PLATFORM

NOTE - FOR ALTERNATE 1 ON ROOF -

REFER TO MECHANICAL.

GENERAL ROOF PLAN NOTES:

A. QUANTITIES AND LOCATIONS OF ROOF TOP MECHANICAL

EQUIPMENT ARE APPROXIMATE. GENERAL CONTRACTOR

MUST COORDINATE EXACT ITEMS AND LOCATIONS FOR

STRUCTURAL SUPPORT AND ROOF PENETRATIONS.

B. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AROUND ALL

ROOF TOP EQUIPMENT AS NECESSARY.

C. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE TO ALL

EXISTING SCUPPERS AND ROOF DRAINS.

D. ALL ROOF PENETRATIONS SHALL EXTEND A MINIMUM OF 8"

ABOVE FINISHED ROOF TO TOP OF CURB OR VENT.

E. DO NOT ENCROACH ON CRICKET VALLEYS WITH PLUMBING

VENTS, MECHANICAL OR ELECTRICAL PENETRATIONS.

F. PROVIDE ROOF MEMBRANE WALKPADS AT SERVICE SIDE OF

ALL ROOF TOP UNITS AND AT ALL DOWNSPOUT LOCATIONS

AT DOWNSPOUTS FROM ADJACENT HIGH ROOFS.

PLUMBING VENT STACK

SEALANT

DRAWBAND

INSTALL SEALANT

BETWEEN PIPE AND

PREFABRICATED

MEBRANE FLASHING

PREFABRICATED

MEMBRANE FLASHING

(8" [200 MM] MIN.

HEIGHT)

SEALANT (APPROVED

FOR THE SPECIFIC

SYSTEM)

BASE MEMBRANE

ATTACHEMENT

APPROVED FOR

SPECIFIC SYSTEM

ROOF MEMBRANE

COVERBOARD AND

THERMAL INSULATION

ROOF DECK

PIPE PENETRATION

SEALANT

FLASHING MEMBRANE (8"

[200 MM] MIN. HEIGHT)

SEALANT (APPROVED FOR

THE SPECIFIC SYSTEM)

ROOF MEMBRANE

COVERBOARD AND

THERMAL

INSULATION

ROOF DECK

BASE MEMBRANE

ATTACHMENT AS

REQUIRED BY

MANUFACTURER

F O

R H

E

IG

H T

O F

L E

G S

S E

E S

T R

U C

T U

R A

L

APPROPRIATE SEALANT

(E.G., POLYURETHANE)

DRAWBAND

SHEET-METAL RAIN COLLAR

OVERLAPPING FLASHING

COLLAR BY 3" TO 4"

MULTIPLE-PLY MODIFIED

BITUMEN ROOF MEMBRANE

(VERIFY IN FIELD)

MODIFIED BITUMEN

MEMBRANE STRIPPING PLY

(VERIFY IN FIELD)

SHEET-METAL FLASHING

COLLAR MINIMUM OF 8"

ABOVE ROOFING

1/4" MINIMUM CLEARANCE

BETWEEN FLASHING

COLLAR AND SUPPORT

APPROX. 4"

COMPATIBLE ROOF CEMENT

OR COMPATIBLE SEALANT

AT PENETRATION TO

MEMBRANE JUNCTURE

4" MINIMUM FLANGE SET IN

COMPATIBLE ROOF CEMENT

OVER FIELD PLIES PRIME

FLANGE BEFORE STRIPPING

COVER BOARD INSULATION

THERMAL INSULATION

ROOF DECK

FILL GAPS WITH INSULATION

BOARD TO PROVIDE EVEN

SUBSTRATE

1/4" MIN. CLEARANCE TO RAIN COLLAR

T O

T O

P O

F G

U A

R D

R A

IL

1.5" O.D. HORIZ.

RAIL @ 21" O.C.,

PAINT (BEYOND)

1.5" O.D. POST,

PAINT (BEYOND)

1.5" O.D.

GUARDRAIL,

PAINT

FLOOR OR

PLATFORM

SURFACE

A B

O V

E

R O

O F

"ATTACH TO

PLATFORM, SEE

STRUCTURAL

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

/2

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:4

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P M

ROOF DETAILSA161

A.LAMB

A.POWELL

A.LAMB

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NOT TO SCALEA161

2 VENT - PRE-MANUFACTURED BOOT

NOT TO SCALEA161

3 ROOF PENETRATION DETAIL

NOT TO SCALEA161

1 3D STEEL PENETRATION DETAIL

NOT TO SCALEA161

4 GUARDRAIL @ PLATFORM

GENERAL

A. THE FOLLOWING NOTES APPLY TO ALL STRUCTURAL DRAWINGS.

NOTES SHALL APPLY UNLESS OTHERWISE INDICATED BY

STRUCTURAL DRAWINGS OR SPECIFICATIONS.

B. WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR

PLAN NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR

ALL SIMILAR OR LIKE CONDITIONS UNLESS NOTED OTHERWISE.

C. ALL DESIGN AND CONSTRUCTION IS BASED ON AND SHALL BE IN

ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, 2021

EDITION. ALL REFERENCED STANDARDS SHALL BE OF THE

EFFECTIVE DATE NOTED IN THE CONTROLLING BUILDING CODE.

D. CONSTRUCTION DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO,

THE STRUCTURAL DOCUMENTS (DRAWINGS AND SPECIFICATIONS),

BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR

MATERIAL PREPARED AND SUBMITTED BY THE GENERAL

CONTRACTOR.

E. CONSTRUCTION DOCUMENTS SHALL GOVERN IN THE EVENT OF A

CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS OF

ACI, PCI, AISC, SJI OR OTHER STANDARDS. WHERE A CONFLICT

OCCURS WITHIN THE CONSTRUCTION DOCUMENTS, THE STRICTEST

REQUIREMENT SHALL GOVERN.

F. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

SITE CONDITIONS AND NOTIFY CONTRACTING OFFICER OF ANY

DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. FOR

DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS, SEE

ARCHITECTURAL DRAWINGS.

G. DO NOT SCALE FOR DIMENSIONS NOT SHOWN ON DRAWINGS. SEND

WRITTEN REQUEST FOR INFORMATION TO THE CONTRACTING

OFFICER FOR DIMENSIONS NOT PROVIDED.

H. THE STRUCTURE SHOWN ON THESE DRAWINGS IS

SELF-SUPPORTING ONLY IN ITS COMPLETED FORM. THE GENERAL

CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE DESIGN,

ADEQUACY, SAFETY, AND STABILITY OF TEMPORARY ERECTION

BRACING AND SHORING.

I. NO PROVISIONS HAVE BEEN MADE IN THE DESIGN FOR THE

SUPPORT OF A CONCENTRATED LOAD FROM PLUMBING,

MECHANICAL OR HVAC EXCEPT AS SHOWN ON THE DRAWINGS.

J. THE GENERAL CONTRACTOR SHALL COORDINATE ALL SIZES AND

LOCATIONS OF FLOOR, ROOF, AND WALL PENETRATIONS WITH

MECHANICAL AND ARCHITECTURAL DRAWINGS. ALL PENETRATIONS

NOT SHOWN ON STRUCTURAL DRAWINGS MUST BE APPROVED BY

THE CONTRACTING OFFICER UNLESS NOTED OTHERWISE.

K. THE GENERAL CONTRACTOR SHALL VERIFY THAT MISCELLANEOUS

FRAMING SHOWN ON THE STRUCTURAL DRAWINGS FOR

MECHANICAL EQUIPMENT, PARK-FURNISHED ITEMS, PARTITIONS,

ETC. IS CONSISTENT WITH THE REQUIREMENTS OF SUCH ITEMS.

L. ELEVATIONS SHOWN ARE TO TOP OF FOUNDATIONS, SLABS OR

STEEL BEAMS UNLESS NOTED OTHERWISE.

M. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS,

METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES IN ORDER

TO COMPLY WITH THE CONSTRUCTION DOCUMENTS.

N. THE GENERAL CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY

WITH ALL APPLICABLE OSHA REGULATIONS.

SHOP DRAWINGS

A. SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH THE

APPLICABLE PROJECT SPECIFICATIONS.

B. STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC

CONDITIONS ONLY. SHOP DRAWINGS SHALL DETAIL ALL CONDITIONS

IN ACCORDANCE WITH SPECIFIED STANDARDS AND THE SPECIFIC

REQUIREMENTS OF THIS PROJECT AS INDICATED IN THE

CONSTRUCTION DOCUMENTS.

DESIGN LOADS

A. DESIGN ROOF DEAD LOAD:

1. 20 PSF

B. DESIGN ROOF LIVE LOAD:

1. 20 PSF

2. REDUCTIONS APPLIED PER TRIBUTARY AREA AS PERMITTED BY

CODE

C. DESIGN ROOF RAIN LOAD

1. DESIGN RAINFALL: 3.5 "/HR (100-YEAR, 1-HOUR RAINFALL)

D. DESIGN FLOOR DEAD LOAD:

1. 10 PSF SELF-WEIGHT

2. 125 PSF MECHANICAL ALLOWANCE

E. DESIGN FLOOR LIVE LOAD:

1. 20 PSF

2. REDUCTIONS APPLIED PER TRIBUTARY AREA AS PERMITTED BY

CODE

F. DESIGN SNOW LOAD:

1. GROUND SNOW LOAD, Pg = 5 PSF

G. DESIGN WIND LOAD:

1. ULTIMATE DESIGN WIND SPEED, Vult = 109 MPH

2. NOMINAL DESIGN WIND SPEED Vasd = 85 MPH

3. RISK CATEGORY: II

4. WIND EXPOSURE CATEGORY: D

5. COMPONENTS AND CLADDING WIND PRESSURE: (SEE SCHEDULE)

6. INTERNAL PRESSURE COEFFICIENT (GCpi): +/- 0.18 (VISITOR

CENTER) 0 (NEW EQUIPMENT PLATFORM)

H. DESIGN SEISMIC INFORMATION:

1. RISK CATEGORY: III

2. MAPPED SPECTRAL RESPONSE COEFFICIENT, Ss = 0.103

3. MAPPED SPECTRAL RESPONSE COEFFICIENT, S1 = 0.068

4. SPECTRAL RESPONSE COEFFICIENT, Sds = 0.11

5. SPECTRAL RESPONSE COEFFICIENT, Sd1 = 0.109

6. SITE CLASS: D (ASSUMED)

7. BASE SEISMIC-FORCE RESISTING SYSTEM:

. STEEL NOT SPECIFICALLY DETAILED FOR SEISMIC RESITANCE

8. RESPONSE MODIFICATION FACTOR, R:

R = 3.0 (NEW EQUIPMENT PLATFORM)

9. DESIGN BASE SHEAR:

. 1 K (NEW EQUIPMENT PLATFORM)

10. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE (ASCE 7,

SECTION 12.8)

11. SEISMIC DESIGN CATEGORY: B

12. SEISMIC IMPORTANCE FACTOR, Ie = 1.0

13. SEISMIC RESPONSE COEFFICIENT:

. Cs = 0.037 (NEW EQUIPMENT PLATFORM)

J. NO PROVISIONS HAVE BEEN MADE FOR FUTURE HORIZONTAL OR

VERTICAL EXPANSION.

SUSPENDED LOADS AT STRUCTURE

A. ATTACHMENT TO ROOF DECK FOR ANY SUSPENDED LOADS IS

PROHIBITED WITHOUT WRITTEN APPROVAL FROM CONTRACTING

OFFICER.

B. PIPE HANGERS SHALL BE ATTACHED TO BOTTOM FLANGES OF

JOISTS OR BEAMS WITH APPROVED CLAMPS/CONNECTIONS.

C. ALL MULTIPLE TIER CABLE TRAYS, PIPE RACKS OR GROUPS OF

PIPES OR DUCTS SHALL BE SUPPORTED FROM EACH ROOF FRAMING

MEMBER WHERE THE GROUP CROSSES THE MEMBER OR AT 8'-0"

O.C. MAX. WHERE GROUP IS ORIENTED PARALLEL TO THE MEMBER,

UNLESS NOTED OTHERWISE ON DRAWINGS.

D. HANGERS SHALL BE ADDED AT ALL PIPE VALVE AND FITTING

LOCATIONS.

E. CONTRACTORS AND SUBCONTRACTORS SUSPENDING LOADS FROM

STRUCTURE SHALL ACCOUNT FOR AND PROVIDE ALL CONNECTIONS,

STRUTS, TIES AND RIGGING REQUIRED FOR COMPLETE

INSTALLATION AND SHALL FURNISH DRAWINGS SHOWING POINTS OF

SUPPORT, SUPPORT LOADS AND ALL REQUIRED SUPPLEMENTAL

BRACING. PROVIDE SUPPORTS AND HANGERS AS REQUIRED FOR

PIPING AND EQUIPMENT SO THAT ALL COMBINED LOADING SHALL

NOT EXCEED ALLOWABLE LOADINGS OF STRUCTURE AS SHOWN ON

STRUCTURAL DRAWINGS. SUPPORT LOCATIONS SHALL BE

COORDINATED WITH OTHER TRADES AND SHALL BE INSTALLED IN

ACCORDANCE WITH SPECIFICATIONS OF THE ITEMS SUPPORTED.

F. EXPENSE RESULTING FROM IMPROPER COORDINATION OR

LOCATION OF ANCHOR BOLTS, OPENINGS, SLEEVES, INSERTS,

HANGERS OR OTHER SUPPORTS REQUIRED FOR PIPING AND

EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

EXISTING CONDITIONS

A. THE GENERAL CONTRACTOR SHALL SURVEY THE EXISTING

STRUCTURE TO DETERMINE THAT ALL MODIFICATIONS AS INDICATED

IN THE CONSTRUCTION DOCUMENTS ARE FEASIBLE AND PRACTICAL

AND SHALL REPORT ANY DISCREPANCIES OR UNUSUAL CONDITIONS

TO THE CONTRACTING OFFICER.

B. WHEN EXISTING FRAMING IS SHOWN ON THE STRUCTURAL

DRAWINGS IT IS FOR REFERENCE ONLY AS IT RELATES TO THE

STRUCTURAL SCOPE OF WORK. THE STRUCTURAL DRAWINGS ARE

NOT INTENDED TO BE A COMPREHENSIVE REPRESENTATION OF THE

AS-BUILT EXISTING STRUCTURE.

C. WHERE PORTIONS OF THE NEW CONSTRUCTION ARE INDICATED TO

FIT TO EXISTING CONSTRUCTION, THE GENERAL CONTRACTOR

SHALL VERIFY DIMENSIONS OF EXISTING CONSTRUCTION BY FIELD

MEASUREMENTS BEFORE SUBMISSION OF SHOP DRAWINGS AND

FABRICATION.

SPECIAL INSPECTIONS

A. SPECIAL INSPECTIONS ARE REQUIRED IN ADDITION TO THE

INSPECTIONS SPECIFIED IN SECTION 110 OF THE BUILDING CODE.

B. ALL SPECIAL INSPECTIONS SHALL BE IN ACCORDANCE WITH DIVISION

01 SPECIFICATIONS AND THE STATEMENT OF STRUCTURALTESTS

AND SPECIAL INSPECTIONS.

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

M. PLANER

S. TATE

M. PLANER

09/29/2021

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GENERAL NOTES &

SCHEDULES S001

NATCHEZ VISITOR CENTER

NATCHEZ NATIONAL HISTORICAL PARK 16

ABBREVIATIONS

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

L LENGTH

LFH LONG FACE HORIZONTAL

LFV LONG FACE VERTICAL

LG LONG

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LO LOW

LOCS LOCATIONS

LRFD LOAD RESISTANCE FACTORED DESIGN

LSH LONG SIDE HORIZONTAL

LSV LONG SIDE VERTICAL

LW LONG WAY

LWC LIGHT WEIGHT CONCRETE

MAX MAXIMUM

MEP MECHANICAL, ELECTRICAL & PLUMBING

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MPII MANUFACTURER'S PRINTED INSTALLATION

INSTRUCTIONS

MTL METAL

NIC NOT IN CONTRACT

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPNG OPENING

P.T. PRESSURE TREATED

PAF POWDER ACTUATED FASTENERS

PEMB PRE-ENGINEERED METAL BUILDING

PJF PREFORMED JOINT FILLER

PL PLATE

PLF POUNDS PER LINEAR FOOT

PPHCC PRESTRESSED PRECAST HOLLOW CORE

CONCRETE

PREFAB PRE-FABRICATED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POST…