DRAWINGS_2021-06-01_-_MACA_HOTEL_ROOF_REPAIR_-_SIGNED_CONTRACT_DOCUMENTS_DSC-JM.pdf

MAMMOTH

CAVE

NATIONAL PARK

RUSSELLVILLE

SCOTTSVILLE

BONNIEVILLE

CAVE

CITY

HODGENVILLE

BROWNSVILLE

GLASGOW

EDMONTON

TOMPKINSVILLE

COLUMBIA

KE

NT

UC

KY

PA

RK

W

AY

CU

MB

ERL

AND

PK

WY

G R E E N

R

IV

E R

P K W Y

R U S S

ELL

C R

31E

31E

31W

31E

V.C. HQ.

BARREN

HART

COUNTYCOUNTY

H A R T

C O U N

TY

E D M O N S O N

C O U N T Y

HISTORIC

ENTRANCE

MAMMOTH

CAVE

FERRY

HOUCHINS

FERRY

FIRST CREEK

LAKE

MAMMOTH

CAVE

HOTEL

MAPLE

SPRINGS

BROWNSVILLE

N O

LI

N R

IV

ER

G R E E N

RIVER

GR

EE

N

R

IV

E R

B

IG

W O O

DS

CEDAR

SINK

BOWLING

GREEN

ELIZABETHTOWN

KENTUCKY

TENNESSEE

GREEN R.

TO

CUB RUN

TO CUB RUN

70TO

65TO

65TO

& CAVE CITY

E D M O N S O N

C O U N T Y

SCALE OF MILES

14 0 14

LEGEND

HQ.

V.C.

SCALE OF METERS

SCALE OF FEET

2,000

0 4,000

500 1,000

2,000

CAVE ENTRANCE

AMPHITHEATER

CAMPGROUND

PICNIC AREA

RANGER STATION

PARK HEADQUARTERS

VISITOR CENTER

STATE LINE

UNPAVED ROAD

COUNTY LINE

PAVED ROAD

PARK BOUNDARY

RIVER

A/E FIRM - P14PC00056 Mark Sheet REVISION Date Initial QUALITY DESIGN CERTIFICATION Prepared in Accordance with Design

Development (Title I)

OR

Variance from Design Development (Title I)

Approved by Superintendent on

OR

Construction Drawing Not Preceded by Design Development (Title I)

Drawing No.

Date

Project Manager Date

UNITED STATES

TITLE OF DRAWING

DEPARTMENT OF THE INTERIOR

LOCATION WITHIN PARK

NAME OF PARK

REGION COUNTY STATE

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

CIVIL:

VHB INC.

MCLEAN, VA

STRUCTURAL:

EWING COLE

BALTIMORE, MD

MECHANICAL:

HENRY ADAMS

BALTIMORE, MD

ELECTRICAL:

HENRY ADAMS

BALTIMORE, MD

:4 :3

P M fi le P ro je c ts P ro j\ R e v it M A C A

C D .r v t

CONTRACT DOCUMENTS

SOUTHEAST REGIONAL OFFICE

REHAB HOTEL ROOF

MAMMOTH CAVE HOTEL

MAMMOTH CAVE NATIONAL PARK

SOUTHEAST EDMONDSON KY

165212

240532

1 133

CMU

PLASTER/ GWB SURFACES

STEEL (LARGE SCALE)

STEEL (SMALL SCALE)

CONCRETE

GRAVEL / DRAIN ROCK

PLYWOOD

BLOCKING (INTERMITTENT/

AS REQ)

END GRAIN LUMBER (CONTINUOUS)

BATT/ ACOUSTICAL INSULATION

RIGID INSULATION

COMPACTED EARTH

BRICK

FLASHING

GLASS (ELEVATION)

KEY TO MATERIALS

SEE MECHANICAL, ELECTRICAL, AND PLUMBING

DRAWINGS FOR SYMBOLS RELATING TO M.E.P. WORK

(ARCHITECTURAL DRAWINGS

ONLY)

BRICK ELEVATION

SAND, GROUT OR MORTAR

AGGREGATE

BACKFILL

ROCK SURFACE

FINISH WOOD

WALL TYPE

WINDOW TYPE

DOOR NUMBER

ROOM IDENTIFICATION

DEMOLITION NOTE

RAILING

DETAIL/ PARTIAL

SECTION REFERENCE

ELEVATION

REFERENCE

SECTION REFERENCE

NEW WORK

KEY TO SYMBOLS

SEE MECHANICAL, ELECTRICAL, AND PLUMBING

DRAWINGS FOR SYMBOLS RELATING TO M.E.P. WORK

(ARCHITECTURAL DRAWINGS ONLY)

EXISTING

WORK

4.1

X.X

X

X

X

NAME

XXX

X

A A1

A A1

SIM

X

A1

SIM

X

CONSTRUCTION

NOTE

REFERENCE POINT

ACCESSORY

A/E ARCHITECTURE/ENGINEERING

ABA ARCHITECTURAL BARRIERS ACT

ABAAS ARCHITECTURAL BARRIERS ACT

ACCESSIBILITY STANDARDS

ADA AMERICANS WITH DISABILITIES ACT

ADD ADDITION

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AL ALUMINUM

APPROX APPROXIMATELY

AW AWNING

BLDG BUILDING

BLTS BOLTS

BO BOTTOM OF

CFMF COLD FORMED METAL FRAMING

CH CONDUCTOR HEAD

CL CENTERLINE

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CONTRACTING OFFICER

DH DOUBLE-HUNG

DS DOWN SPOUT

DIA/ø DIAMETER

DWGS DRAWINGS

EL/ELEV ELEVATION

EQ EQUAL

ETR EXISTING TO REMAIN

EX/EXT EXISTING

FCU FAN COIL UNIT

F FIXED

F.E. FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

GL GLASS, GLAZING

GWB GYPSUM WALL BOARD

HABS HISTORIC AMERICAN BUILDING SURVEY

HM HOLLOW METAL

HSR HISTORIC STRUCTURE REPORT

IBC INTERNATIONAL BUILDING CODE

IEBC INTERNATIONAL EXISTING BUILDING

CODE

INT INTERIOR

LARPM LIQUID-APPLIED REINFORCED POLYMER

MEMBRANE

LG LARGE

MAL MATERIAL

MIN MINIMUM

MAX MAXIMUM

MEP MECHANICAL/ELECTRICAL/PLUMBING

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NPS NATIONAL PARK SERVICE

OC ON CENTER

OH OPPOSITE HAND

OZ OUNCE

PART PARTIAL

PT PRESSURE-TREATED

REF REFRIGERATOR

REQ'D REQUIRED

RM ROOM

SF SQUARE FEET

SH SINGLE-HUNG

SI SQUARE INCH

SIM SIMILAR

SM SMALL

SS STAINLESS STEEL

TECH TECHNICAL

TYP TYPICAL

USPP UNITED STATES PARK POLICE

VENT VENTILATION

VIF VERIFY IN FIELD

W/ WITH

WD WOOD

KEY TO ABBREVIATIONS

ARCHITECTURAL DRAWINGS ONLY

GENERAL NOTES

1. CONTRACTOR SHALL MEET THE REQUIREMENTS OF ALL CODES, RULES, AND

REGULATIONS GOVERNING THIS PROJECT AS SET BY FEDERAL, STATE, AND LOCAL

CODES, BUILDING DEPARTMENT AGENCIES, AND THE OWNER. (INCLUDE ON CODE

SUMMARY SHEET)

2. CONTRACTOR IS TO MEET THE REQUIREMENTS OF THE APPLICABLE ACCESSIBILITY

GUIDELINES FOR ALL ASPECTS OF THIS PROJECT.

3. THESE DRAWINGS ARE NOT TO BE SCALED FOR ANY REASON.

4. THE INFORMATION INCLUDED IN THESE DRAWINGS WITH REGARDS TO THE EXISTING

BUILDING IS BASED ON PREVIOUS DOCUMENTATION PROVIDED TO THE ARCHITECT AS

WELL AS WHAT IS READILY OBSERVABLE AT THE PROJECT SITE. DESTRUCTIVE

INVESTIGATION TECHNIQUES HAVE NOT BEEN USED TO VERIFY INFORMATION THAT IS

NOT READILY OBSERVABLE.

5. PROVIDE BLOCKING AS INDICATED ON THE DRAWINGS AND AT ALL WALL OR CEILING

MOUNTED ACCESSORIES AS NECESSARY TO SUPPORT THE WORK. VERIFY MOUNTING

HEIGHTS WITH ARCHITECTURAL DRAWINGS AND MANUFACTURERS RECOMMENDATIONS

FOR EACH ITEM.

6. THE 0’-0” REFERENCE ELEVATION SHALL BE THE ACTUAL TOP OF SLAB ELEVATION

INDICATED ON THE CIVIL DRAWINGS AND IS NOTED AS FFE=741.61'.

7. EXISTING GRIDS ARE GREY W/ PREFIX "X"

8. ITEMS AND MATERIALS ARE NEW UNLESS NOTED AS EXISTING.

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

:4 :3

P M fi le P ro je c ts P ro j\ R e v it M A C A

C D .r v t

DRAWING INDEX,

SYMBOLS, AND

ABBREVIATIONS

MAMMOTH CAVE NATIONAL PARK

165212

240532

2 133

G1

AKI

KDN

JRG

06/01/2021

REHAB HOTEL ROOF

SHEET

SUB

SHEET TITLE OF SHEET

69 S3.7 FOUNDATION SECTIONS

70 S4.1 WALL SECTIONS

71 S4.2 WALL SECTIONS

72 S4.3 WALL SECTIONS

73 S4.4 WALL SECTIONS

74 S4.5 WALL SECTIONS

75 S4.6 WALL SECTIONS

76 S5.1 TYPICAL SECTIONS

77 S6.1 SCHEDULES

78 S6.2 SCHEDULES

79 S7.1 ROOF TRUSS DETAILS AND LOADING DIAGRAMS

80 M0.1 MECHANICAL ABBREVIATIONS

81 M0.2 MECHINCAL LEGENDS AND GENERAL NOTES

82 M1.0 BASEMENT PLAN- NEW WORK- DUCTWORK

83 M1.1 FLOOR PLAN- NEW WORK- DUCTWORK

84 M1.2 ROOF PLAN- NEW WORK- DUCTWORK

85 M2.0 BASEMENT PLAN- NEW WORK- HVAC PIPING

86 M3.1 MECHANICAL SECTIONS

87 M5.1 MECHANICAL DETAILS

88 M5.2 MECHANICAL DETAILS

89 M6.1 AUTOMATIC TEMPERATURE CONTROLS

90 M6.2 AUTOMATIC TEMPERATURE CONTROLS

91 M7.1 MECHANICAL SCHEDULES

92 MD1.0 BASEMENT PLAN- DEMOLITION- DUCTWORK

93 MD1.1 FLOOR PLAN- DEMOLITION- DUCTWORK

94 MD1.2 ROOF PLAN- DEMOLITION- DUCTWORK

95 MD2.0 BASEMENT PLAN- DEMOLITION- HVAC PIPING

96 MD2.1 FLOOR PLAN- DEMOLITION- HVAC PIPING

97 P0.1 PLUMBING COVER SHEET

98 P0.2 PLUMBING SITE PLAN

99 P1.0 BASEMENT PLAN- NEW WORK- PLUMBING

100 P1.1 FLOOR PLAN- NEW WORK- PLUMBING

101 P1.2 ROOF PLAN- NEW WORK- PLUMBING

102 P4.1 PLUMBING PART PLANS

103 P5.1 PLUMBING DETAILS AND SCHEDULES

104 P6.1 PLUMBING RISER DIAGRAMS

105 PD1.0 BASEMENT PLAN- DEMOLITION- PLUMBING

106 PD1.1 FLOOR PLAN- DEMOLITION- PLUMBING

107 PD1.2 ROOF PLAN- DEMOLITION- PLUMBING

108 FP0.0 FIRE PROTECTION COVER SHEET

109 FD1.0 BASEMENT PLAN- DEMOLITION- FIRE PROTECTION

110 FD1.1 FLOOR PLAN- DEMOLITION- FIRE PROTECTION

111 FP1.0 BASEMENT PLAN- NEW WORK- FIRE PROTECTION

112 FP1.1 FLOOR PLAN- NEW WORK- FIRE PROTECTION

113 FP2.1 FIRE PROTECTION SECTIONS

114 E.01 ELECTRICAL LEGEND AND CONVENTIONS

115 E.02 ELECTRICAL GENERAL NOTES

116 E.03 ELECTRICAL ABBREVIATIONS AND FIRE ALARM NOTES

117 ED1.0 BASEMENT ELECTRICAL PLAN- DEMOLITION

118 ED1.1 FIRST FLOOR ELECTRICAL PLAN- DEMOLITION

119 ED1.2 ROOF ELECTRICAL PLAN- DEMOLITION

120 ED4.1 FIRST FLOOR ENLARGED ELECTRICAL PLAN- DEMOLITION

121 E1.0 BASEMENT ELECTRICAL PLAN

122 E1.1 FIRST FLOOR POWER PLAN

123 E1.2 FIRST FLOOR LIGHTING PLAN

124 E1.3 FIRE FLOOR FIRE ALARM PLAN

125 E4.1 FIRST FLOOR ENLARGED POWER PLAN

126 E4.2 FIRST FLOOR LIGHTING POWER PLAN

127 E4.3 FIRST FLOOR ENLARGED FIRE ALARM PLAN

128 E5.1 ELECTRICAL DETAILS

129 E6.1 ELECTRICAL ONE-LINE DIAGRAMS

130 E7.1 LIGHTING CONTROL DIAGRAMS

131 E8.1 LUMINAIRE SCHEDULE

132 E8.2 ELECTRICAL EQUIPMENT SCHEDULES

133 E8.3 PANELBOARD SCHEDULES

Grand total: 133

SHEET

SUB

SHEET TITLE OF SHEET

1 G0 COVERSHEET

2 G1 DRAWING INDEX, SYMBOLS, AND ABBREVIATIONS

3 G2 CODE STUDY AND EGRESS PLAN

4 C1 SITE LEGEND AND GENERAL NOTES

5 C2 SITE DEMOLITION AND EROSION & SEDIMENT CONTROL PLAN

6 C3 LAYOUT AND MATERIALS PLAN

7 C4 GRADING, DRAINAGE, AND UTILITIES PLAN

8 C5 STORMSEWER PROFILES

9 C6 STORMSEWER PROFILES

10 C7 SITE DETAILS

11 C8 SITE DETAILS

12 C9 SITE DETAILS

13 AS.1 ARCHITECTURAL SITE PLAN

14 AD.1 DEMO FLOOR PLAN

15 AD.2 DEMO ROOF PLAN

16 AD.3 DEMO ELEVATIONS

17 AD.4 DEMO CEILING PLAN

18 AC.1 CONSTRUCTION TYPES

19 AC.2 CONSTRUCTION TYPES

20 A1.1 GROUND FLOOR PLAN

21 A1.2 ENLARGED FLOOR PLANS

22 A1.3 ENLARGED DIMENSION PLAN

23 A1.4 ROOF PLAN

24 A2.1 REFLECTED CEILING PLAN

25 A3.1 ELEVATIONS

26 A3.2 ENLARGED ELEVATIONS

27 A4.1 BUILDING SECTIONS

28 A4.2 SECTIONS

29 A4.3 SECTIONS

30 A4.4 SECTIONS

31 A6.1 ROOF SECTIONS & DETAILS

32 A6.2 ROOF SECTIONS & DETAILS

33 A6.3 ROOF SECTIONS & DETAILS

34 A6.4 ROOF SECTIONS & DETAILS

35 A6.5 COLUMN DETAILS

36 A6.6 COLUMN DETAILS

37 A6.7 FIREPLACE DETAILS

38 A6.8 TRELLIS DETAILS

39 A6.9 DETAILS

40 A6.10 DETAILS

41 A6.11 CAST STONE DETAILS

42 A6.12 CURTAIN WALL DETAILS

43 A7.1 ENLARGED PLANS & INTERIOR ELEVATIONS

44 A7.2 INTERIOR ELEVATIONS & FINISH SCHEDULE

45 A7.3 MILLWORK

46 A8.1 DOOR SCHEDULE & DETAILS

47 A8.2 WINDOW SCHEDULE

48 A8.3 STOREFRONT WINDOW DETAILS

49 A8.4 STOREFRONT & HOLLOW METAL DETAILS

50 S0.1 ABBREVIATIONS, SYMBOLS, AND SHEET LIST

51 S0.2 GENERAL NOTES

52 S1.1 BASEMENT AND FOUNDATION PLAN

53 S1.2 GROUND FLOOR FRAMING PLAN

54 S1.3 ROOF FRAMING PLAN

55 S1.4 HIGH ROOF AND TRUSS FRAMING PLAN

56 S1.5 BASEMENT AND GROUND FLOOR PART PLANS

57 S1.6 LOBBY ROOF AND TRUSS FRAMING PART PLANS

58 S1.7 EXISTING GROUND FLOOR AND ROOF FRAMING PLANS

59 S1.8 TRUSS AND VESTIBULE FRAMING PLAN

60 S2.1 TRUSS ELEVATIONS

61 S2.2 TRUSS DETAILS

62 S2.3 TRUSS DETAILS

63 S3.1 FOUNDATION SECTIONS

64 S3.2 FOUNDATION SECTIONS

65 S3.3 FOUNDATION SECTIONS

66 S3.4 FOUNDATION SECTIONS

67 S3.5 FOUNDATION SECTIONS

68 S3.6 FOUNDATION SECTIONS

# OF EXITING OCCUPANTS =

REQUIRED EGRESS WIDTH =

PROVIDED EGRESS WIDTH =

EXIT 8

26.8" 144"

# OF EXITING OCCUPANTS =

REQUIRED EGRESS WIDTH =

PROVIDED EGRESS WIDTH =

EXIT 3

24" 36"

180 SF

MENS

153 SF

NORTH VEST.

101C

920 SF

GIFT SHOP

OCC 16

238 SF

REGISTRATION

OCC 2

127 SF

SOUTH VEST.

101B

166 SF

OFFICE

X116

328 SF

OPEN OFFICE

X115

OCC 7

192 SF

OFFICE

X114

1273 SF

KENTUCKY SHOP

X110

OCC 22

2496 SF

GREEN RIVER GRILL

X102

OCC 167

3107 SF

LOBBY

OCC 208

1454 SF

ROTUNDA ROOM

X127

OCC 94 1447 SF

STORAGE

X125

OCC 5306 SF

STOR.

X126

OCC 2

874 SF

LOBBY

X124

442 SF

MENS

X128

339 SF

WOMENS

X129

341 SF

GUEST

X130

OCC 2

341 SF

GUEST

X131

OCC 2

341 SF

GUEST

X213

OCC 2

340 SF

GUEST

X133

OCC 2

781 SF

SPELUNKERS

X108

OCC 52

1510 SF

DINING

X109

OCC 101

1755 SF

KITCHEN

X106

OCC 9212 SF

WOMENS

X105

83 SF

STOR.

X112

73 SF

STOR.

X111

262 SF

VEST.

X123

1302 SF

SOUTH PORCH

101A

194 SF

STOR.

X107

OCC 1

176 SF

BAR

OCC 12

882 SF

NORTH PORCH

101D

250 SF

VEST.

101E

271'-9 1/4"

254'-9 7/8"

1222 SF

KITCHEN

X119

OCC 7

# OF EXITING OCCUPANTS =

REQUIRED EGRESS WIDTH =

PROVIDED EGRESS WIDTH =

EXIT 4

3.4" 36"

# OF EXITING OCCUPANTS =

REQUIRED EGRESS WIDTH =

PROVIDED EGRESS WIDTH =

EXIT 7

11.4" 72"

# OF EXITING OCCUPANTS =

REQUIRED EGRESS WIDTH =

PROVIDED EGRESS WIDTH =

EXIT 6

13.4" 36"

489 SF

STOR.

X120

OCC 2

93 SF

STOR.

X121

OCC 1

# OF EXITING OCCUPANTS =

REQUIRED EGRESS WIDTH =

PROVIDED EGRESS WIDTH =

EXIT 9

4.4" 36"

# OF EXITING OCCUPANTS =

REQUIRED EGRESS WIDTH =

PROVIDED EGRESS WIDTH =

EXIT 5

0.4" 36"

# OF EXITING OCCUPANTS =

REQUIRED EGRESS WIDTH =

PROVIDED EGRESS WIDTH =

EXIT 15

2.8" 3"

# OF EXITING OCCUPANTS =

REQUIRED EGRESS WIDTH =

PROVIDED EGRESS WIDTH =

EXIT 13

4.2" 36"

# OF EXITING OCCUPANTS =

REQUIRED EGRESS WIDTH =

PROVIDED EGRESS WIDTH =

EXIT 10

1" 36"

# OF EXITING OCCUPANTS =

REQUIRED EGRESS WIDTH =

PROVIDED EGRESS WIDTH =

EXIT 11

0.4" 72"

# OF EXITING OCCUPANTS =

REQUIRED EGRESS WIDTH =

PROVIDED EGRESS WIDTH =

EXIT 12

12" 36"

# OF EXITING OCCUPANTS =

REQUIRED EGRESS WIDTH =

PROVIDED EGRESS WIDTH =

EXIT 14

4.2" 72"

250 SF

CORRIDOR

X113

10'-0"W x 8'-6"D

ACCESSIBLE CONCRETE

PAD

EXTERIOR AREA FOR

ASSISTED RESCUE

MIN STAIR WIDTH 44"

CODE ANALYSIS

GENERAL INFORMATION

NOTE: IF A CONFLICT BETWEEN

APPLICABLE CODES OCCURS THE MORE

RESTRICTIVE REQUIREMENT SHALL GOVERN,

UNLESS NOTED OTHERWISE.

USE AND OCCUPANCY CLASSIFICATION

BUILDING USE GROUP

ASSEMBLY GROUP A-3

(LOBBY/REGISTRATION/GIFT SHOP)

303.4 6.1.2.1

IBC NFPA

ACTUAL OCCUPANT LOAD, EGRESS CAPACITY, AND NUMBER OF EXITS

THE FOLLOWING TABLE INDICATES THE ACTUAL OCCUPANT LOAD BY

STORY, PROVIDED EGRESS CAPACITY BY STORY BASED ON THE ABOVE

TABLE, REQUIRED NUMBER OF EXITS BY STORY BASED ON IBC TABLE

1006.3.1 AND NFPA 7.4.1.2 AND 13.2.4, AND PROVIDED NUMBER OF

EXITS BY STORY.

OCCUPANT LOAD, EGRESS CAPACITY, AND NUMBER OF EXITS

STORY ACTUAL

OCCUPANT LOAD

EGRESS CAPACITY

PROVIDED

(INCLUDES DOORS

AND STAIRS)

NUMBER OF EXITS

REQUIRED PROVIDED

1*

* INDICATES LEVEL OF EXIT DISCHARGE.

495 OCCUPANTS 2,640 OCCUPANTS 2 4

PROJECT NAME: REHAB HOTEL ROOF AT MAMMOTH CAVE NATIONAL PARK

PROJECT LOCATION: SOUTHEAST REGION, EDMONDSON COUNTY, KENTUCKY

APPLICABLE CODES

2018 INTERNATIONAL BUILDING CODE (IBC)

2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC)

2018 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

2015 NATIONAL STANDARD PLUMBING CODE

2018 NFPA 1 FIRE CODE

2018 NFPA 101, LIFE SAFETY CODE

2018 NFPA 10 PORTABLE FIRE EXTINGUISHERS

2019 NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS

2019 NFPA 24 INSTALLATION OF PRIVATE FIRE MAINS

2017 NFPA 70 NATIONAL ELECTRICAL CODE

2019 NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE

NPS DIRECTOR'S ORDER #58: STRUCTURAL FIRE MANAGEMENT

2016 ASHRAE 90.1

GENERAL BUILDING HEIGHTS AND AREAS

ALLOWABLE HEIGHT, NUMBER OF STORIES, AND BUILDING AREA

CONSTRUCTION TYPE

A-3 OCCUPANCY

5-B

HEIGHT: 60' STORIES: 2

AREA FACTOR: 24,000

SF/STORY

27,780

SEE BELOW

STORIES: 1

ACTUAL

FULLY SPRINKLERED

GRADE PLANE: 737.2'

HEIGHT: 16'-0"

STORIES: 1

EXISTING TO REMAIN: 19,001 SF

NEW ENTRY/LOBBY: 6,363 SF

TOTAL: 25,364 SF

HEIGHT - TABLE 504.3

STORIES - TABLE 504.4

AREA FACTOR - TABLE 506.2

STORIES - TABLE 13.1.6

IBC NFPA

FIRE RESISTANCE-RATED CONSTRUCTION

SPECIFIC FIRE RATING REQUIREMENTS FOR BUILDING CONSTRUCTION TYPE 5-B SHALL BE PER IBC AND NFPA REQUIREMENTS LISTED BELOW. WHERE THERE IS A DIFFERENCE BETWEEN THE CHART BELOW AND THE

APPLICABLE CODE THE CODE SHALL PREVAIL.

SEE AC SERIES DRAWINGS FOR SPECIFIC UL ASSEMBLY REQUIREMENTS.

WHERE THERE IS A CONFLICT DIFFERENCE BETWEEN A UL PRESCRIBED ASSEMBLY AND A DETAIL ON THE

DRAWINGS THE MORE RESTRICTIVE CONDITION SHALL BE CONSTRUCTED.

PRIMARY STRUCTURAL FRAME 0

NONBEARING WALLS EXTERIOR

NONBEARING WALLS INTERIOR

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

SHAFT ENCLOSURES

CORRIDOR WALLS

DOORS - CORRIDOR WALLS

NOTE: SEE DRAWINGS FOR SPECIFIC FIRE RESISTANCE RATING LOCATIONS

FIRE-RESISTIVE RATING REQUIREMENTS FOR BUILDING ELEMENTS

IEBC : 5-B NFPA: 5 RATING PROVIDED

BUILDING ELEMENT TABLE 601 TABLE A8.2.1.2

0 0

N/A N/A

TABLE 1020.1 7.1.3.1 (1)

TABLE 716.5 TABLE 8.3.4.2

0 MINUTE 0 MINUTE 0 MINUTE

BEARING WALLS EXTERIOR

BEARING WALLS INTERIOR *

MEANS OF EGRESS

* WHERE INTERIOR BEARING WALLS ARE CORRIDOR WALLS THEY MUST RESIST THE PASSAGE OF SMOKE AS

REQUIRED BY IBC SECTION 710 - SMOKE PARTITIONS.

COMMENTS

LEVEL 2 ALTERATIONS

(IEBC SECTION 504)

MIXED USE NON SEPARATED

MERCANTILE M

(GIFT SHOP/KENTUCKY SHOP)

309.1 6.1.10

ASSEMBLY GROUP A-2

(DINING)

303.3 6.1.2.1

RESIDENTIAL R-1

(HOTEL/TRANSIENT)

310.3 6.1.8.1.3

ALLOWABLE AREA DETEREMINATION: IBC 506.2

MINIMUM FRONTAGE DISTANCE: 506.3.2

EQUATION 5-4

W=(L1*W1)+(L2*W2)+(L3*W3)/F W=(261*30)+(96*30)+(135*30)+(217*30)/492 W=(7,830)+(2,880)+(4,050)+(6,510)/492 W=21,270/492 W=43'

AMOUNT OF INCREASE: 506.3.3

EQUATION 5-5

If=[F/P-0.25]W/30

If=[492/709-0.25]42/30 If=[.69-0.25]42/30 If=[.44]42/30 If=.63

MIXED OCCUPANCY, ONE STORY: 506.2.2

EQUATION 5-1

Aa=At+(NS*If) Aa=24,000+(6,000*.64) Aa=24,000+(3,780) Aa=27,780 (TOTAL ALLOWABLE AREA)

BUSINESS B

(OFFICES)

304.1 6.1.11

1009.7 EXTERIOR AREAS FOR ASSISTED RESCUE. EXTERIOR AREAS FOR

ASSISTED RESCUE SHALL BE ACCESSED BY AN ACCESSIBLE

ROUTE FROM THE AREA SERVED.

WHERE THE EXIT DISCHARGE DOES NOT INCLUDE AN ACCESSIBLE

ROUTE FROM AN EXIT LOCATED ON THE LEVEL OF EXIT DISCHARGE TO

A PUBLIC WAY, AN EXTERIOR AREA OF ASSISTED RESCUE SHALL BE

PROVIDED ON THE EXTERIOR LANDING IN ACCORDANCE

WITH SECTIONS 1009.7.1 THROUGH 1009.7.4.

1009.7.1 SIZE. EACH EXTERIOR AREA FOR ASSISTED RESCUE SHALL

BE SIZED TO ACCOMMODATE WHEELCHAIR SPACES IN ACCORDANCE

WITH SECTION 1009.6.3.

1009.7.2 SEPARATION. EXTERIOR WALLS SEPARATING THE EXTERIOR

AREA OF ASSISTED RESCUE FROM THE INTERIOR OF THE BUILDING

SHALL HAVE A MINIMUM FIRE-RESISTANCE RATING OF 1 HOUR, RATED

FOR EXPOSURE TO FIRE FROM THE INSIDE. THE FIRE-RESISTANCE-

RATED EXTERIOR WALL CONSTRUCTION SHALL EXTEND HORI-

ZONTALLY NOT LESS THAN 10 FEET (3048 MM) BEYOND THE LANDING

ON EITHER SIDE OF THE LANDING OR EQUIVALENT FIRE-RESISTANCE-

RATED CONSTRUCTION IS PERMITTED TO EXTEND OUT PERPENDICULAR

TO THE EXTERIOR WALL NOT LESS THAN 4 FEET (1220 MM) ON THE

SIDE OF THE LANDING. THE FIRE-RESISTANCE-RATED CONSTRUCTION

SHALL EXTEND VERTICALLY FROM THE GROUND TO A POINT NOT LESS

THAN 10 FEET (3048 MM) ABOVE THE FLOOR LEVEL OF THE AREA

FOR ASSISTED RESCUE OR TO THE ROOF LINE, WHICHEVER IS LOWER.

OPENINGS WITHIN SUCH FIRE-RESISTANCE-RATED EXTERIOR WALLS

SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 716.

EXCEPTION: THE FIRE-RESISTANCE RATING AND OPENING PROTECTIVES

ARE NOT REQUIRED IN THE EXTERIOR WALL WHERE THE BUILDING IS

EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER

SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR

903.3.1.2.

EXTERIOR AREA FOR ASSISTED RESCUE

16 0 16 32

SCALE OF FEET

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:4 :3

P M fi le P ro je c ts P ro j\ R e v it M A C A

C D .r v t

CODE STUDY AND

EGRESS PLAN

MAMMOTH CAVE NATIONAL PARK

165212

240532

3 133

G2 Designer

Author

Checker

06/01/2021

REHAB HOTEL ROOF

C1.01

C1.01

W.M.

OR

T

E

W W

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

06/01/21

EXISTING

BUILDING

(HOTEL)

EXISTING

BUILDING

(HOTEL)

FF=741.86

FF=741.83

FF=741.84

FF=741.57FF=741.54

FF=741.66

FF=741.70

FF=732.30

FF=741.72

FF=732.29

FF=732.12

FF=741.57

FF=741.61

FF=741.64

FF=741.61

FF=741.81

FF=741.66

MAG NAIL SET

N=1951079.34 E=1538264.97

EL=736.88

MAG NAIL SET

N=1950881.78 E=1538068.79

EL=741.57

CONC. WALK

CONC. WALK

CONC. WALK

CONC. WALK

W

OO

D W

AL

K

CONC. WALK

CONC. WALK

CONC. WALK

CONC. DITCH

24" OAK

12" OAK 24" OAK

24" OAK

24" OAK

18" BEECH

20" CEDAR

24" OAK

24" OAK

24" OAK

24" OAK

4" OAK

4" OAK

24" TREE

24" TREE

24" TREE

12" TREE

12" TREE

24" TREE

12" TREE 12" TREE

12" TREE

12" TREE

12" TREE

24" TREE

(TYP.)

UTILITY POLE

(TYP.)

STORM DI

RIM=739.63

INV. 737.13 +/-

STORM MH

RIM=737.37

INV. 732.84 +/-

STORM YDI

RIM=739.49

INV. 737.37 +/-

STORM YDI

RIM=738.82

INV. N/A STORM YDI

RIM=739.05

STORM YDI

RIM=739.18

STORM DI

RIM=741.15

STORM DI

RIM=741.27

STORM DI

RIM=740.08

INV. 738.00 +/-

12" CMP

RIM=736.86

STORM YDI

RIM=739.57

STORM YDI

RIM=731.56

TRENCH DRAIN

RIM=740.79

STORM DI

RIM=732.53

INV=724.71

GENERATOR

TRANSFORMER

GAS TANK

MH MH MH

MH

SEWER MH

RIM=738.83

SEWER MH

RIM=731.01

SEWER MH

RIM=730.77

SEWER MH

RIM=731.62

GREASE TRAP

RIM=740.96

GREASE TRAP

RIM=740.92

GREASE TRAP

RIM=740.42

WATER

VALVE

(TYP.)

741 742

725 715

744740

741 741

734731 731732

STORM

GRATE

RIM

=733.53

BOTTOM

=727.03

WOOD WALK

STORM YDI

RIM=740.88

EX. PIPE

COLLAPSED

BENCHMARK 1

BENCHMARK 2

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

(HOTEL)

EXISTING

BUILDING

(HOTEL)

BENCH

BENCH

MAG NAIL SET

N=1951079.34 E=1538264.97

EL=736.88

MAG NAIL SET

N=1950881.78 E=1538068.79

EL=741.57

CONC. CURB

& GUTTER (TYP.)

CONC. CURB

& GUTTER (TYP.)

BOLLARD

(TYP.)

CONC. WALK

CONC. WALK

W

OO

D W

AL

K

CONC. WALK

CONC. DITCH

ASPHALT

ASPHALT

ASPHALT ASPHALT

AS

PH

AL

T

WOOD FENCE

GATE

WOOD FENCE

WOOD

FENCE

GRAVEL

UNDER

WALK

24" OAK

12" OAK 24" OAK

24" OAK

24" OAK

18" BEECH

20" CEDAR

24" OAK

24" OAK

24" OAK

24" OAK

4" OAK

4" OAK

24" TREE

24" TREE

12" TREE

12" TREE

24" TREE

12" TREE

12" TREE

24" TREE

LIGHT POLE

(TYP.)

UTILITY POLE

(TYP.)

GENERATOR

TRANSFORMER

GAS TANK

MH MH MH

MH WATER

VALVE

(TYP.)

WOOD WALK

BENCHMARK 1

BENCHMARK 2

150° 150°

90° 90°

25'

8'5.

6'

6'

6'

3'

8'

5'

6'

5'

5' 1.

5'

±10'±10'

±10' ±10'

±10'

8.

10'

6.

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

(HOTEL)

EXISTING

BUILDING

(HOTEL)

FF=741.86

FF=741.83

FF=741.84

FF=741.57FF=741.54

FF=741.66

FF=741.70

FF=732.30

FF=741.72

FF=732.29

FF=732.12

FF=741.57

FF=741.61

FF=741.64

FF=741.81

FF=741.66

BENCH

BENCH

MAG NAIL SET

N=1951079.34 E=1538264.97

EL=736.88

MAG NAIL SET

N=1950881.78 E=1538068.79

EL=741.57

CONC. CURB

& GUTTER (TYP.)

CONC. CURB

& GUTTER (TYP.)

BOLLARD

(TYP.)

CONC. WALK

W

OO

D W

AL

K

CONC. WALK

CONC. DITCH

ASPHALT

ASPHALT

ASPHALT ASPHALT

AS

PH

AL

T

WOOD FENCE

GATE

WOOD FENCE

WOOD

FENCE

GRAVEL

UNDER

WALK

12" OAK 24" OAK

24" OAK

24" OAK

18" BEECH

20" CEDAR

24" OAK

24" OAK

24" OAK

24" OAK

4" OAK

4" OAK

24" TREE

12" TREE

12" TREE

24" TREE

12" TREE

12" TREE

24" TREE

UTILITY POLE

(TYP.)

STORM YDI

RIM=739.05

STORM YDI

RIM=739.18

STORM DI

RIM=741.15

STORM DI

RIM=741.27

STORM YDI

RIM=739.57

STORM YDI

RIM=731.56

STORM DI

RIM=732.53

RIM=731.62

INV=724.71

GENERATOR

TRANSFORMER

GAS TANK

MH MH MH

MH

SEWER MH

RIM=738.83

SEWER MH

RIM=731.01

SEWER MH

RIM=730.77

GREASE TRAP

RIM=740.96

GREASE TRAP

RIM=740.92

SEWER MPI

RIM=740.42

WATER

VALVE

(TYP.)

741 742

705 720

731 732

731 731

STORM

GRATE

RIM

=733.53

BOTTOM

=727.03

WOOD WALK

STORM DI

RIM=739.63

INV. 737.13 +/-

STORM MH

RIM=737.37

INV. 732.84 +/-

STORM YDI

RIM=739.49

INV. 737.37 +/-

BENCHMARK 1

BENCHMARK 2

1 741

741.27

741.45

741.19

741.11

741.25 741.25

741.08

741.2MG 741.3MG

741.12

741.11

741.42

741.57741.57741.57

741.57

741.51

741.27

741.19

740.95

741.19

741.58 741.58

741.27

741.77 741.77

740.43 740.46

740.58 740.53

740.8MG

740.8MG

740.8MG

740.9MG

737.5MG

737.7MG

741.60

741.60

741.50

741.50 739.49

739.42 738.9MG

739.1MG

741.57

741.40 741.46

741.24 741.30

741.2MG

738.4MG

738.3MG

741.3MG741.46 741.6MG

741.56 741.53

741.53 741.53 741.53

741.62

7736735

736.6MG

736.39

736.45

737.91

738.5MG

738.5MG

201106

105111

108 203

E103

E305

740.77

736.7MG

736.32

Storm Sewer Pipe Schedule

Start Str.

End Str.

Size

Material

SDR-35 PVC

SDR-35 PVC

SDR-35 PVC

SDR-35 PVC

SDR-35 PVC

SDR-35 PVC

SDR-35 PVC

SDR-35 PVC

RCP

RCP

SDR-35 PVC

SDR-35 PVC

SDR-35 PVC

Length

29.7

16.6

10.8

33.8

4.5

26.7

30.9

21.4

74.9

44.3

28.3

20.8

18.9

Slope

1.01%

1.03%

1.02%

1.01%

2.67%

2.66%

2.23%

0.75%

0.51%

0.52%

1.02%

5.33%

1.01%

Start Inv.

739.96

739.83

739.49

739.28

739.94

739.82

739.80

738.84

738.10

737.62

737.97

738.79

737.58

End Inv.

739.66

739.66

739.38

738.94

739.82

739.11

739.11

738.68

737.72

737.39

737.68

737.68

737.39

Storm Sewer Structure Schedule

Number

Type

DRAINAGE CLEANOUT

DRAINAGE CLEANOUT

PVC DRAIN BASIN W/SOLID COVER

PVC DRAIN BASIN

DRAINAGE CLEANOUT

DRAINAGE CLEANOUT

DRAINAGE CLEANOUT

PVC DRAIN BASIN

CONCRETE DRAIN INLET

CONCRETE DRAIN INLET

DRAINAGE CLEANOUT

DRAINAGE CLEANOUT

PVC DRAIN BASIN W/SOLID COVER

PVC DRAIN BASIN

DRAINAGE MANHOLE

DRAINAGE MANHOLE

DROP OVER DRAIN MH

DRAINAGE CLEANOUT

DRAINAGE CLEANOUT

DRAINAGE CLEANOUT

CONCRETE DRAIN INLET

MOD. KYTC CURB BOX INLET, TYPE B

CONCRETE FLARED END STRUCTURE (15" PIPE)

DRAINAGE CLEANOUT

DRAINAGE CLEANOUT

PVC DRAIN BASIN W/SOLID COVER

DRAINAGE CLEANOUT

PVC WYE CONNECTION

Top

741.46

741.60

741.26

741.05

741.44

741.42

741.47

741.05

740.65

740.69

739.47

741.29

740.08

740.30

740.49

739.50

738.69

740.13

741.51

741.27

740.58

740.24

738.23

732.00

731.69

732.35

731.49

731.23

Height

1.50

1.77

1.77

1.77

1.50

1.60

1.67

2.21

2.55

3.07

1.50

2.50

2.50

2.00

3.20

3.49

3.27

1.67

1.50

2.57

3.05

3.14

9.16

1.83

2.25

5.48

6.10

6.02

Storm Sewer Pipe Schedule

Start Str.

End Str.

Size

Material

SDR-35 PVC

RCP

RCP

SDR-35 PVC

SDR-35 PVC

SDR-35 PVC

RCP

RCP

SDR-35 PVC

SDR-35 PVC

SDR-35 PVC

SDR-35 PVC

Length

18.3

187.1

49.3

63.9

62.9

20.4

65.4

33.8

13.7

44.3

27.3

3.3

Slope

0.99%

0.63%

0.99%

0.55%

2.08%

2.06%

0.50%

0.71%

5.32%

5.42%

5.42%

5.51%

Start Inv.

738.30

737.29

736.01

738.46

740.01

738.70

737.53

737.10

730.17

729.44

726.87

725.39

End Inv.

738.12

736.11

735.52

738.11

738.70

738.28

737.20

736.86

729.44

727.04

725.39

725.21

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

06/01/21

EOP

10.38

5.

MG

CL

XXX

E le va tio ns

E le va tio ns

Station

Station

STM_100 TO STM_E103

9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00 14+25 14+50 14+75 15+00 15+25

74.9 LF

15" RCP

S=0.51%

R=

0.

IN

V=

8.

IN

V=

8.

O

UT

21.4 LF

8" SDR-35 PVC

S=0.75%

29.7 LF

6" SDR-35 PVC

S=1.01%

R=

1.

IN

V=

9.

O

UT 10

R=

1.

IN

V=

9.

IN

V=

9.

IN

V=

9.

O

UT

R=

1.

IN

V=

9.

IN

V=

9.

O

UT

33.8 LF

8" SDR-35 PVC

S=1.01%

10.8 LF

8" SDR-35 PVC

S=1.02%

R=

1.

IN

V=

8.

IN

V=

9.

IN

V=

9.

IN

V=

8.

O

UT

44.3 LF

15" RCP

S=0.52%

R=

8.

IN

V=

5.

IN

V=

5.

IN

V=

5.

E1 02 O

UT

48.8 LF

18" RCP

S=5.29%

E1

R=

7.

IN

V=

2.

8" PVC SANITARY

SEWER

EX. GRADE

PR. GRADE

R=

0.

IN

V=

7.

IN

V=

7.

IN

V=

8.

IN

V=

7.

O

UT

187.1 LF

18" RCP

S=0.63%

8" PVC SANITARY

SEWER

8" PVC SANITARY

SEWER

49.3 LF

18" RCP

S=0.99%

R=

9.

IN

V=

6.

IN

V=

6.

O

UT

CAUTION: APPROXIMATE

LOCATION OF EXISTING

OVERHEAD UTILITY LINES

E le va tio ns

E le va tio ns

Station

Station

STM_101 TO STM_102

9+75 10+00 10+25 10+50

R=

1.

IN

V=

9.

O

UT

16.6 LF

6" SDR-35 PVC

S=1.03%

R=

1.

IN

V=

9.

IN

V=

9.

IN

V=

9.

O

UT

PR. GRADE

EX. GRADE E

le va tio ns

Station

Station

STM_104 TO STM_107

9+75 10+00 10+25 10+5010+60

R=

1.

IN

V=

9.

O

UT

4.5 LF

6" SDR-35 PVC

S=2.67%

R=

1.

IN

V=

9.

IN

V=

9.

O

UT

26.7 LF

6" SDR-35 PVC

S=2.66%

R=

1.

IN

V=

8.

IN

V=

9.

IN

V=

9.

IN

V=

8.

O

UT

PR. GRADE

EX. GRADE E

le va tio ns

E le va tio ns

Station

Station

STM_106 TO STM_107

9+75 10+00 10+25 10+5010+60

R=

1.

IN

V=

8.

IN

V=

9.

IN

V=

9.

IN

V=

8.

O

UT

30.9 LF

6" SDR-35 PVC

S=2.23%

R=

1.

IN

V=

9.

O

UT

PR. GRADE

EX. GRADE E

le va tio ns

E le va tio ns

Station

Station

STM_110 TO STM_114

9+75 10+00 10+25 10+50 10+75 11+00

R=

9.

IN

V=

7.

O

UT

28.3 LF

6" SDR-35 PVC

S=1.02%

PR. GRADE

EX. GRADE

8" PVC SANITARY

SEWER

R=

0.

IN

V=

7.

IN

V=

7.

IN

V=

7.

O

UT

18.9 LF

8" SDR-35 PVC

S=1.01%

R=

0.

IN

V=

7.

IN

V=

7.

IN

V=

8.

IN

V=

7.

O

UT

E le va tio ns

E le va tio ns

Station

Station

STM_111 TO STM_112

9+75 10+00 10+25 10+50

R=

1.

IN

V=

8.

O

UT

20.8 LF

6" SDR-35 PVC

S=5.33%

R=

0.

IN

V=

7.

IN

V=

7.

IN

V=

7.

O

UT

PR. GRADE

EX. GRADE

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

Notes:

le va tio ns

E le va tio ns

Station

Station

STM_200 TO STM_205

9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00

65.4 LF

15" RCP

S=0.50%

R=

0.

IN

V=

7.

IN

V=

7.

O

UT

33.8 LF

15" RCP

S=0.71%

R=

8.

IN

V=

6.

65.4 LF

15" RCP

S=0.50%

R=

0.

IN

V=

8.

IN

V=

8.

IN

V=

7.

O

UT

63.9 LF

8" SDR-35 PVC

S=0.55%

R=

0.

IN

V=

8.

O

UT

PR. GRADE

EX. GRADE

APPROXIMATE LOCATION OF EX.

WATERLINES. CONTRACTOR TO

VERIFY LOCATION IN THE FIELD

AND LOWER EXISTING WATERLINES

TO CREATE 18" OF VERTICAL

SEPARATION IF A CONFLICT EXISTS.

1/2 C6

E le va tio ns

E le va tio ns

Station

Station

STM_201 TO STM_203

9+75 10+00 10+25 10+50 10+75 11+00 11+25

R=

1.

IN

V=

0.

O

UT

62.9 LF

6" SDR-35 PVC

S=2.08%

R=

1.

IN

V=

8.

IN

V=

8.

O

UT

20.4 LF

6" SDR-35 PVC

S=2.06%

R=

0.

IN

V=

8.

IN

V=

8.

IN

V=

7.

O

UT

PR. GRADE

EX. GRADE E

le va tio ns

E le va tio ns

Station

Station

STM_300 TO STM_E305

9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50

R=

2.

IN

V=

0.

O

UT

13.7 LF

6" SDR-35 PVC

S=5.32%

R=

1.

IN

V=

9.

IN

V=

9.

O

UT

44.3 LF

6" SDR-35 PVC

S=5.42%

R=

2.

IN

V=

7.

IN

V=

6.

O

UT

27.3 LF

8" SDR-35 PVC

S=5.42%

R=

1.

IN

V=

5.

IN

V=

5.

O

UT

R=

1.

IN

V=

5.

IN

V=

5.

O

UT

3.3 LF

8" SDR-35 PVC

S=5.51%

37.9 LF

12" HDPE

S=0.55%

E3

R=

6.

IN

V=

5.

EX. GRADE

E le va tio ns

E le va tio ns

Station

Station

STM_113 TO STM_114

9+75 10+00 10+25 10+50

R=

0.

IN

V=

8.

O

UT

18.3 LF

8" SDR-35 PVC

S=0.99%

R=

0.

IN

V=

7.

IN

V=

7.

IN

V=

8.

IN

V=

7.

O

UT

PR. GRADE

EX. GRADE

10'

(MIN.)

10' L D.I. M.J.

10'L D.I. M.J.

MEGA-LUG

FOR PVC OR

D.I.

MEGA-LUG

FOR PVC

OR D.I.

18" MIN.

EX. MAIN

PVC

OR

D.I.

PVC

OR

D.I.

NOTE:

LOWERED SECTION TO BE DUCTILE IRON MECHANICAL JOINT PIPE

WITH RESTRAINED JOINTS AT ANY INCLUDED JOINTS. VERTICAL

BENDS SHALL BE 45°. RESTRAINED LENGTHS SHALL BE PER

MINIMUM RESTRAINED JOINT LENGTHS DETAIL ABOVE.

C6

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

HOGAN

06/01/21

Notes:

FITTING 11.25° 22.5° 45° 90° PLUG/VALVE REDUCER TEE

8" HORIZONTAL BEND 3' 6' 13' 30' 53' - -

6" HORIZONTAL BEND 3' 5' 10' 23' 41' - -

8" VERTICAL BEND 6' 11' 22'

- - - -6" VERTICAL BEND 4' 8' 17' - - - -

8" PLUG/VALVE - - - - 52' - -

6" PLUG/VALVE - - - - 74' - -

6 X 6 - - - - - - 43'

6 X 4 - - - - - 38' 8'

4 X 4 22'

NOTE: RESTRAINT LENGTHS ASSUME TYPE 3 TRENCH CONDITIONS, ML SOIL TYPE, TEST PRESSURE OF 150 PSI, AND A 1.5

SAFETY FACTOR.

RESERVED

VAN

ACCESSIBLE

PARKING

12"

TOP OF PANEL

WIDTH VARIES - SEE PLANS

ELEVATION

2' -0

DETAIL A

SEE

DETAIL A

1.6" - 2.4"

DETAIL B

.2 0"

0.9" - 1.4"

1.

5"

SEE

DETAIL B

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

C8

HDPE N-12

FLOW

C8

C8

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

*(1)

SE

E

PL

A

N S

6" M

IN

3.

VARIES

Aº

V A

R

IA

B

LE

E

LE

V A

TI

O

N

V A

R

IA

B

LE

IN

V

ER

T

H

EI

G H

T

V A

R

IA

B

LE

O V

ER

A

LL

H

EI

G

H T

2)

3/

8" 6"

MINIMUM TRENCH WIDTH

SEE TABLE

" M

IN

3.

V A

R

IE

S

VARIES

/1

6"

DUCTILE IRON

DO NOT POLLUTE DRAINS TO WATERWAYS

NOTES

DI

A.

VA

RIE

S

ALTERNATE TOP SLAB

TIMOTHY J.ST

ATE O

F KENTUCKY

P R

O

FESSIONA L ENGIN

EE

R

LICENSED

26364

FF=734.56

FF=734.54

FF=734.53

EXISTING PARKING LOT

S E R

VI

C E

B

EAVER DAM

C H

APEL RD.

EXISTING PARKING LOT

PROPOSED LOCATION OF

CONSTRUCTION FENCE, FINAL

LOCATION TO BE APPROVED

BY CONTRACTING OFFICER

EXISTING BRIDGE TO

VISITOR CENTER

FUTURE

CABINS

NEW ACCESSIBLE

PARKING SEE CIVIL

NEW CONCRETE

PAVING SEE CIVIL

RELOCATED STATIONS

FOR WHITE-NOSE BAT

SYNDROME SEE CIVIL

EXISTING HERITAGE TRAIL CONSTRUCTION FENCE, SEE CIVIL FOR

ALL SITE RELATED IMPROVEMENTS AND

OVERALL LIMITS OF CONSTRUCTION

CONSTRUCTION

FENCE GATE

CONSTRUCTION

FENCE GATE

DROP OVER DRAIN

MANHOLE, SEE CIVIL

WOOD LANDING

STRUCTURE, SEE CIVIL

ASPHALT PAVEMENT

REPAIR, SEE CIVIL

6'-0" WIDE x 32'-0" LONG, 8'-0" HIGH, TEMPORARY PLYWOOD PROTECTIVE COVER

FOR OWNER FACILITIES MANAGEMENT PROTECTION WHILE ACCESSING THE MAINTENANCE

STORAGE DURING EXTERIOR WORK. COORDINATE WITH CONTRACTING OFFICER

TIE IN TO EXISTING PIPE, SEE CIVIL

EXISTING TENNIS

COURTS

SEE CIVIL & ELEC FOR SITE DEMO

50 100

SCALE OF FEET

0 50

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:4 :3

P M fi le P ro je c ts P ro j\ R e v it M A C A

C D .r v t

ARCHITECTURAL SITE

PLAN

MAMMOTH CAVE NATIONAL PARK

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REHAB HOTEL ROOF

SCALE AAS.1

1 ARCHITECTURAL SITE PLAN

TREE

26.1

4.1

4.1

4.1

4.1

4.1

4.1

4.1

4.1

4.1

8.1

X7 X8 X9 X10 X15 X17 X19X9A X13

XQ

XN

XJ

XF

XD

XB

XA

XO

XK

XH

XE

XI

X1 X3 X4 X6

X2 X5

XP

XM

XL

XG

XC

X11 X12 X14 X16 X18 X20

4.1

AD.3

AD.32

AD.3

AD.34

AD.33AD.3 6

AD.3 7

4.1

8.1

4.1

5.3

GREEN RIVER GRILL

X102

KENTUCKY SHOP

X110

STOR.

X111

STOR.

X112

OFFICE

X114

OPEN OFFICE

X115 OFFICE

X116

GIFTSHOP

X101

LOBBY

BUS.

X119

MENS

X104 VEST.

101E

WOMENS

X105

VEST.

X118

REG.

X117

SPELUNKERS

X108

9.1 3.2

SEE DETAIL

8/AD.3

5.3

AD.1

9.1

3.3

9.1

3.4

DEMO, SEE STRUCT, REMOVE

CONCRETE AS NEEDED FOR

STRUCTURAL CORBEL

31.1

3.1

3.1 26.1

26.1

DEMOLITION SYMBOLS & NOTES

SEE MECHANICAL, ELECTRICAL, AND PLUMBING

DRAWINGS FOR SYMBOLS RELATING TO M.E.P. WORK

SCOPE OF WORK

APPLIES TO THE

AREA ENCLOSED BY

THE DASHED LINE.

SCOPE OF WORK APPLIES

TO THE ITEM SHOWN WITH

DASHED LINES. SEE

DEMOLITION DRAWINGS AND

NOTES FOR EXTENT.

SCOPE OF WORK

APPLIES TO THE ENTIRE

ROOM FOR THE ITEM OF

WORK IDENTIFIED EITHER

IN THE NOTE OR AT THE

SYMBOL.

THE FOLLOWING NOTES APPLY TO ALL DEMOLITION WORK WHETHER INDICATED ON THE DEMOLITION DRAWINGS OR REQUIRED ELSEWHERE IN THE CONTRACT DOCUMENTS.

1.1 GENERAL REQUIREMENTS: THE FOLLOWING GENERAL REQUIREMENTS NOTES

APPLY TO ALL DEMOLITION WORK. THE NOTES ARE NOT SYMBOLICALLY REFERENCED

ELSEWHERE IN THE DRAWINGS.

1.2 THE SCOPE OF THE ARCHITECTURAL DEMOLITION FOR THIS PROJECT, APART

FROM SPECIFIED UNDER SECTION "SELECTIVE DEMOLITION," IS SHOWN IN SHEETS

NUMBERED AD.1 THROUGH AD.3.

1.3 THE DEMOLITION AS INDICATED ON THE DRAWINGS APPLIES TO THE DEFINED

SCOPE OF WORK. THE DRAWINGS, IN GENERAL, DO NO SPECIFICALLY ADDRESS

DEMOLITION THAT IS DEPENDENT ON THE CONTRACTOR'S INDIVIDUAL "MEANS AND

METHODS" OF EXECUTING THE WORK. THE REQUIREMENT FOR THIS DEMOLITION IS

UNDER SPECIFICATION SECTION "SELECTIVE DEMOLITION."

4.1

4.1

4.1 4.1

SCOPE OF WORK

APPLIES TO THE

ENTIRE OPENING FOR

THE ITEM OF WORK

IDENTIFIED

1.4 THE EXTENT OF DEMOLITION SHALL BE COORDINATED WITH THE NEW AND

REBUILT WORK.

1.5 THE TERM "REMOVE" IS DEFINED IN THE SPECIFICATION SECTION "SELECTIVE

DEMOLITION."

1.6 DURING DEMOLITION, PROVIDE TEMPORARY SUPPORT TO ADJACENT EXISTING

CONSTRUCTION AND STRUCTURE TO HOLD IN PLACE WITHOUT ANY MOVEMENT

UNTIL NEW SUPPORTING WORK IS IN PLACE.

1.7 SEE MECH & ELEC DWGS FOR EXISTING EQUIPMENT TO REMAIN

1.8 "EXTENT OF WORK" SYMBOLS ARE DEFINED AS FOLLOWS:

X9 X10X9A

XN

XF

XK

XH

XI

4.1

5.1

8.1

8.1

3.2

22.1

8.1

8.2

KENTUCKY SHOP

X110

OFFICE

X116

GIFTSHOP

X101

LOBBY

BUS.

X119

MENS

X104

VEST.

101E

VEST.

X118

9.1 3.2

22.3

9.1

4.1

8.1

3.2

22.1

4.1

26.1 26.1

DEMOLITION NOTES

3.1 REMOVE EXISTING CONCRETE

PLANTER & ANY ASSOCIATED

STRUCTURE

3.2 REMOVE SLAB ON GRADE

4.1 REMOVE EXISTING WALL

5.1 REMOVE EXISTING COLUMN

5.2 EXISTING COLUMN TO REMAIN

7.1 REMOVE EXISTING ROOF

MEMBRANE, INSULATION,

COVERBOARDS, FLASHING,

COPING AND GRAVEL STOP

7.2 REMOVE EXISTING ROOF

STRUCTURE

7.3 REMOVE EXISTING ROOF

OVERHANG AND ASSOCIATED

STRUCTURE, SEE STRUCTURAL

DEMO DWGS.

8.1 REMOVE EXISTING DOOR AND

REMOVE PAINT, SAND, AND

PREPARE EXISTING FRAME

SURFACE FOR PRIMING AND

PAINTING

8.2 REMOVE ALL EXISTING WINDOW

COMPONENTS REQUIRED FOR

INSTALL OF REPLACEMENT

WINDOWS

8.3 REMOVE EXISTING SKYLIGHT

10.1 REMOVE EXISTING CANOPY AND

FRAMING

10.2 REMOVE EXISTING SIGN

22.1 SEE PLUMBING AND MECH DWGS

22.2 EXISITING ANTENNAE TO REMAIN

26.1 REMOVE EXISTING LIGHTING

31.1 REMOVE EXISTING TREE & ROOT

SYSTEM

7.4 REMOVE EXISTING METAL SIDING

AND SUBSTRATE

7.5 REMOVE EXISTING GUTTER AND

DOWNSPOUT

8.4 REMOVE EXISTING LOUVER

5.3 REMOVE EXISTING RAILING/

HANDRAIL

9.1 REMOVE EXISTING FLOOR FINISH,

PREPARE FOR NEW TILE

3.3 REMOVE EXISTING RAMP

3.4 DEMO EXISTING FLOOR AREA FOR

HATCH, COORDINATE WITH

CONTRACTING OFFICER

16 0 16 32

SCALE OF FEET

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

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C D .r v t

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SCALE AAD.1

1 FIRST FLOOR PLAN DEMO

SCALE AAD.1

2 FIRST FLOOR PLAN DEMO ENLARGED

7.1

7.1

7.1

7.1

7.1

7.1 7.2

10.1

7.2

7.2

7.2

7.2

8.3

X7 X8 X9 X10 X15 X17 X19X9A X13

XQ

XN

XJ

XF

XD

XB

XA

XO

XK

XH

XE

XI

X1 X3 X4 X6

X2 X5

XP

XM

XL

XG

XC

X11 X12 X14 X16 X18 X20

22.1

EXISTING

CHIMNEY TO

REMAIN

22.2

7.17.2

EXISTING

PORCH STAIR

TO REMAIN

SEE MECH DWGS FOR

EXISTING EQUIPMENT

TO REMAIN

10.2

7.6

DEMOLITION NOTES

3.1 REMOVE EXISTING CONCRETE

PLANTER & ANY ASSOCIATED

STRUCTURE

3.2 REMOVE SLAB ON GRADE

4.1 REMOVE EXISTING WALL

5.1 REMOVE EXISTING COLUMN

5.2 EXISTING COLUMN TO REMAIN

5.3 REMOVE EXISTING RAILING/

HANDRAIL

7.1 REMOVE EXISTING ROOF

MEMBRANE, INSULATION,

COVERBOARDS, FLASHING,

COPING AND GRAVEL STOP

7.2 REMOVE EXISTING ROOF

STRUCTURE

7.3 REMOVE EXISTING ROOF

OVERHANG AND ASSOCIATED

STRUCTURE, SEE STRUCTURAL

DEMO DWGS.

8.1 REMOVE EXISTING DOOR AND

REMOVE PAINT, SAND, AND

PREPARE EXISTING FRAME

SURFACE FOR PRIMING AND

PAINTING

8.2 REMOVE ALL EXISTING WINDOW

COMPONENTS REQUIRED FOR

INSTALL OF REPLACEMENT

WINDOWS

8.3 REMOVE EXISTING SKYLIGHT

10.1 REMOVE EXISTING CANOPY AND

FRAMING

10.2 REMOVE EXISTING SIGN

22.1 SEE PLUMBING AND MECH DWGS

22.2 EXISITING ANTENNAE TO REMAIN

22.3 REMOVE & SALAVAGE MIRROR &

HAND DRYER

7.4 REMOVE EXISTING METAL SIDING

AND SUBSTRATE

7.5 REMOVE EXISTING GUTTER AND

DOWNSPOUT

9.1 REMOVE EXISTING FLOOR FINISH,

PREPARE FOR NEW TILE

26.1 REMOVE EXISTING LIGHTING

31.1 REMOVE EXISTING TREE & ROOT

SYSTEM

7.6 REMOVE EXISTING GUTTER AND

DOWNSPOUT

DEMOLITION SYMBOLS & NOTES

SEE MECHANICAL, ELECTRICAL, AND PLUMBING

DRAWINGS FOR SYMBOLS RELATING TO M.E.P. WORK

SCOPE OF WORK

APPLIES TO THE

AREA ENCLOSED BY

THE DASHED LINE.

SCOPE OF WORK APPLIES

TO THE ITEM SHOWN WITH

DASHED LINES. SEE

DEMOLITION DRAWINGS AND

NOTES FOR EXTENT.

SCOPE OF WORK

APPLIES TO THE ENTIRE

ROOM FOR THE ITEM OF

WORK IDENTIFIED EITHER

IN THE NOTE OR AT THE

SYMBOL.

THE FOLLOWING NOTES APPLY TO ALL DEMOLITION WORK WHETHER INDICATED ON THE DEMOLITION DRAWINGS OR REQUIRED ELSEWHERE IN THE CONTRACT DOCUMENTS.

1.1 GENERAL REQUIREMENTS: THE FOLLOWING GENERAL REQUIREMENTS NOTES

APPLY TO ALL DEMOLITION WORK. THE NOTES ARE NOT SYMBOLICALLY REFERENCED

ELSEWHERE IN THE DRAWINGS.

1.2 THE SCOPE OF THE ARCHITECTURAL DEMOLITION FOR THIS PROJECT, APART

FROM SPECIFIED UNDER SECTION "SELECTIVE DEMOLITION," IS SHOWN IN SHEETS

NUMBERED AD.1 THROUGH AD.3.

1.3 THE DEMOLITION AS INDICATED ON THE DRAWINGS APPLIES TO THE DEFINED

SCOPE OF WORK. THE DRAWINGS, IN GENERAL, DO NO SPECIFICALLY ADDRESS

DEMOLITION THAT IS DEPENDENT ON THE CONTRACTOR'S INDIVIDUAL "MEANS AND

METHODS" OF EXECUTING THE WORK. THE REQUIREMENT FOR THIS DEMOLITION IS

UNDER SPECIFICATION SECTION "SELECTIVE DEMOLITION."

4.1

4.1

4.1 4.1

SCOPE OF WORK

APPLIES TO THE

ENTIRE OPENING FOR

THE ITEM OF WORK

IDENTIFIED

1.4 THE EXTENT OF DEMOLITION SHALL BE COORDINATED WITH THE NEW AND

REBUILT WORK.

1.5 THE TERM "REMOVE" IS DEFINED IN THE SPECIFICATION SECTION "SELECTIVE

DEMOLITION."

1.6 DURING DEMOLITION, PROVIDE TEMPORARY SUPPORT TO ADJACENT EXISTING

CONSTRUCTION AND STRUCTURE TO HOLD IN PLACE WITHOUT ANY MOVEMENT

UNTIL NEW SUPPORTING WORK IS IN PLACE.

1.7 SEE MECH & ELEC DWGS FOR EXISTING EQUIPMENT TO REMAIN

1.8 "EXTENT OF WORK" SYMBOLS ARE DEFINED AS FOLLOWS:

16 0 16 32

SCALE OF FEET

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

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P M fi le P ro je c ts P ro j\ R e v it M A C A

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SCALE AAD.2

1 DEMO ROOF PLAN

DEMOLITION SYMBOLS & NOTES

SEE MECHANICAL, ELECTRICAL, AND PLUMBING

DRAWINGS FOR SYMBOLS RELATING TO M.E.P. WORK

SCOPE OF WORK

APPLIES TO THE

AREA ENCLOSED BY

THE DASHED LINE.

SCOPE OF WORK APPLIES

TO THE ITEM SHOWN WITH

DASHED LINES. SEE

DEMOLITION DRAWINGS AND

NOTES FOR EXTENT.

SCOPE OF WORK

APPLIES TO THE ENTIRE

ROOM FOR THE ITEM OF

WORK IDENTIFIED EITHER

IN THE NOTE OR AT THE

SYMBOL.

THE FOLLOWING NOTES APPLY TO ALL DEMOLITION WORK WHETHER INDICATED ON THE DEMOLITION DRAWINGS OR REQUIRED ELSEWHERE IN THE CONTRACT DOCUMENTS.

1.1 GENERAL REQUIREMENTS: THE FOLLOWING GENERAL REQUIREMENTS NOTES

APPLY TO ALL DEMOLITION WORK. THE NOTES ARE NOT SYMBOLICALLY REFERENCED

ELSEWHERE IN THE DRAWINGS.

1.2 THE SCOPE OF THE ARCHITECTURAL DEMOLITION FOR THIS PROJECT, APART

FROM SPECIFIED UNDER SECTION "SELECTIVE DEMOLITION," IS SHOWN IN SHEETS

NUMBERED AD.1 THROUGH AD.3.

1.3 THE DEMOLITION AS INDICATED ON THE DRAWINGS APPLIES TO THE DEFINED

SCOPE OF WORK. THE DRAWINGS, IN GENERAL, DO NO SPECIFICALLY ADDRESS

DEMOLITION THAT IS DEPENDENT ON THE CONTRACTOR'S INDIVIDUAL "MEANS AND

METHODS" OF EXECUTING THE WORK. THE REQUIREMENT FOR THIS DEMOLITION IS

UNDER SPECIFICATION SECTION "SELECTIVE DEMOLITION."

4.1

4.1

4.1 4.1

SCOPE OF WORK

APPLIES TO THE

ENTIRE OPENING FOR

THE ITEM OF WORK

IDENTIFIED

1.4 THE EXTENT OF DEMOLITION SHALL BE COORDINATED WITH THE NEW AND

REBUILT WORK.

1.5 THE TERM "REMOVE" IS DEFINED IN THE SPECIFICATION SECTION "SELECTIVE

DEMOLITION."

1.6 DURING DEMOLITION, PROVIDE TEMPORARY SUPPORT TO ADJACENT EXISTING

CONSTRUCTION AND STRUCTURE TO HOLD IN PLACE WITHOUT ANY MOVEMENT

UNTIL NEW SUPPORTING WORK IS IN PLACE.

1.7 SEE MECH & ELEC DWGS FOR EXISTING EQUIPMENT TO REMAIN

1.8 "EXTENT OF WORK" SYMBOLS ARE DEFINED AS FOLLOWS:

GROUND FLOOR

0.00'

GIFT SHOP

8.00'

BASEMENT

-10.42'

NEW PARAPET

14.00'

X7X8X9X9A X1X3X4X6 X2X5X11X12X14X16X18X20

8.2

4.1

8.2

4.1

8.28.2

4.14.1 8.1

8.2

8.2

7.4

7.54.1

GROUND FLOOR

0.00'

BASEMENT

-10.42'

NEW PARAPET

14.00'

XQ XN XJ XF XD XB XAXI

8.2

4.1

7.2 7.4

GROUND FLOOR

0.00'

EXIST ROOF

10.00'

X7 X8 X9 X10 X15 X17 X19X9A X13X1 X3 X4 X6X2 X5 X20

8.2

4.1

4.1

4.1

8.1 8.2 8.2

4.14.1

8.1

8.2

8.2 4.1

4.1

8.1

7.5

7.4 7.4

A4.2

AD.3

KY SHOP

-3.00'

1992 FLOOR

0.25'

NEW PARAPET

14.00'

XP XL XG XC

8.2

4.1 4.1

7.5 7.5

KY SHOP

-3.00'

XF XE

8.2

4.1

7.27.4

EXIST ROOF

10.00'

1992 FLOOR

0.25'

XBXA XPXMXLXGXC

8.2 4.1 4.1

8.2

7.2

4.18.2

8.1 8.14.1 4.1

7.5

7.5

8.4

SEE DETAIL 8/AD.3

GROUND FLOOR

0.00'

EXIST ROOF

10.00'

XOXKXHXE 8.27.2

4.1

8.2

7.2

4.1

7.4

DEMOLITION NOTES

3.1 REMOVE EXISTING CONCRETE

PLANTER & ANY ASSOCIATED

STRUCTURE

3.2 REMOVE SLAB ON GRADE

4.1 REMOVE EXISTING WALL

5.1 REMOVE EXISTING COLUMN

5.2 EXISTING COLUMN TO REMAIN

7.1 REMOVE EXISTING ROOF

MEMBRANE, INSULATION,

COVERBOARDS, FLASHING,

COPING AND GRAVEL STOP

7.2 REMOVE EXISTING ROOF

STRUCTURE

7.3 REMOVE EXISTING ROOF

OVERHANG AND ASSOCIATED

STRUCTURE, SEE STRUCTURAL

DEMO DWGS.

8.1 REMOVE EXISTING DOOR AND

REMOVE PAINT, SAND, AND

PREPARE EXISTING FRAME

SURFACE FOR PRIMING AND

PAINTING

8.2 REMOVE ALL EXISTING WINDOW

COMPONENTS REQUIRED FOR

INSTALL OF REPLACEMENT

WINDOWS

8.3 REMOVE EXISTING SKYLIGHT

10.1 REMOVE EXISTING CANOPY AND

FRAMING

10.2 REMOVE EXISTING SIGN

22.1 SEE PLUMBING AND MECH DWGS

22.2 EXISITING ANTENNAE TO REMAIN

26.1 REMOVE EXISTING LIGHTING

31.1 REMOVE EXISTING TREE & ROOT

SYSTEM

7.4 REMOVE EXISTING METAL SIDING

AND SUBSTRATE

7.5 REMOVE EXISTING GUTTER AND

DOWNSPOUT

8.4 REMOVE EXISTING LOUVER

5.3 REMOVE EXISTING RAILING/

HANDRAIL

9.1 REMOVE EXISTING FLOOR FINISH,

PREPARE FOR NEW TILE

3.3 REMOVE EXISTING RAMP

3.4 DEMO EXISTING FLOOR AREA FOR

HATCH, COORDINATE WITH

CONTRACTING OFFICER

1992 FLOOR

0.25'

E X

IS

T

T O

R E M A

IN

8.2

8.1

4.1

7.2

8.4

7.2

5.3

EXISTING LANDING

16 0 16 32

SCALE OF FEET

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

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P M fi le P ro je c ts P ro j\ R e v it M A C A

C D .r v t

DEMO ELEVATIONS

MAMMOTH CAVE NATIONAL PARK

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SCALE AAD.3

1 DEMO- NORTH ELEVATION

SCALE AAD.3

2 DEMO- EAST ELEVATION

SCALE AAD.3

5 DEMO- SOUTH ELEVATION

SCALE AAD.3

4 DEMO- EAST ELEVATION

SCALE AAD.3

3 EAST ELEVATION

SCALE AAD.3

6 DEMO- WEST ELEVATION

SCALE AAD.3

7 WEST ELEVATION

SCALE AAD.3

8 DEMO- SECTION WEST PORCH

X7 X8 X9 X10 X15X13

XQ

XN

XF

XD

XO

XK

XH

XE

XI

OFFICE

OPEN OFFICE

OFFICE

KENTUCKY SHOP

GREEN RIVER GRILL

CORRIDOR

VEST.

WOMENS

STOR. STOR.

SPELUNKERS

DEMO EXISTING

BULKHEAD, SEE MECH

FOR PLUMBING DEMO

DEMO EXISTING CEILING

DEMO EXISTING CEILING

DEMO OVERHEAD CANOPY AND CEILING,

SEE STRUCTRUAL AND REMOVE

CONCRETE AND CORBELS AS NEEDED

DEMO EXISTING CEILING

DEMO

EXISTING

CEILING

8 0 8 16

SCALE OF FEET

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:4 :3

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C D .r v t

DEMO CEILING PLAN

MAMMOTH CAVE NATIONAL PARK

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AD.4

Designer

Author

Checker

06/01/2021

REHAB HOTEL ROOF

SCALE AAD.4

1 DEMO ENLARGED CEILING PLAN

A.1

PLAN

R-VALUE: 13

C.1

PLAN

R-VALUE: 13

D

PLAN

R-VALUE: 13

3 3/4" 3 3/8"

SEE PLAN SEE PLAN SEE PLAN

E

PLAN

R-VALUE: 13

SEE PLAN

RIGID

INSULATION

BOARD, 2"

THICK UNO

VERTICAL T&G WOOD

SIDING BOARDS,

3/4" THICK UNO

METAL BATTEN

RIGID INSULATION

BOARD, 2" THICK

UNO

MORTAR; 1" CAVITY

SLUGGED FULL

RIGID INSULATION

BOARD, 2" THICK UNO

G

PLAN

R-VALUE:

F

PLAN

R-VALUE: 32

EXTERIOR 1/2"

PLYWOOD SHEATING,

TREATED

3 5/8" BATT

INSULATION

3 5/8" CFMF

6" BATT

INSULATION

ABUSE RESISTANT

GYPSUM BOARD,

5/8" THICKNESS

UNO

SHEET APPLIED

WEATHER BARRIER

THERMALLY

MODIFIED, VERTICAL

T&G WOOD SIDING

RIGID INSULATION

BOARD, 2" THICK

UNO

SHEET APPLIED

WEATHER BARRIER

1/2" EXTERIOR

PLYWOOD SHEATING,

TREATED

6" CFMF

Z-CLIP

FLUID APPLIED

WEATHER BARRIER

PVC MEMBRANE

MASONRY TIE

B.1

PLAN

MORTAR SETTING

BED, 1/2"

3/4" SCRATCH COAT

W/ SELF FURRING

EXPANDED METAL LATH

DRAINAGE MAT

STONE VENEER

FULL STONE FACADE

I.1

PLAN

R-VALUE:

H

PLAN

R-VALUE:

RIGID INSULATION

BOARD, 2" THICK

UNO

1/2" EXTERIOR

PLYWOOD

SHEATING,

TREATED

6" CFMF

PVC MEMBRANE

C.2

PLAN

NO INSULATION

SEE PLAN

DRAINAGE MAT

B.2

PLAN

NO DRAINAGE MAT

NO WEATHER BARRIER

3 5/8"

I.2

PLAN

R-VALUE:

3 5/8" J

PLAN

METAL LATH

1/2" EXTERIOR

PLYWOOD SHEATING,

TREATED

SHEET APPLIED

WEATHER BARRIER

1" NOMINAL TRIM

BOARDS, CLEAR

FINISH TO MATCH

TRUSS

6" CFMF

1'-1 5/8"

THERMALLY MODIFIED,

VERTICAL T&G WOOD

SIDING

RIGID INSULATION

BOARD, 2" THICK UNO

SHEET APPLIED

WEATHER BARRIER

1/2" EXTERIOR PLYWOOD

SHEATING, TREATED

CFMF

MORTAR SETTING

BED, 1/2"

3/4" SCRATCH COAT

W/ SELF FURRING

EXPANDED METAL LATH

DRAINAGE MAT

STONE VENEER

2" RIGID INSULATION

6X8X8 CMU BLOCK

6" BATT INSULATION

FLUID APPLIED

WEATHER BARRIER FLUID APPLIED

WEATHER

BARRIER

METAL BATTEN

3 5/8"

Z-CLIP

6" CFMF

6"

4 1/4"

1/2" EXTERIOR

PLYWOOD

SHEATING,

TREATED

K

PLAN

R-VALUE:

6"

THERMALLY MODIFIED,

VERTICAL T&G WOOD

SIDING

RIGID INSULATION

BOARD, 2" THICK UNO

SHEET APPLIED

WEATHER BARRIER

1/2" EXTERIOR PLYWOOD

SHEATING

CFMF

METAL BATTEN

ABUSE RESISTANT

GYPSUM BOARD, 5/8"

THICKNESS UNO

EXISTING WALL

A.2

PLAN

R-VALUE: 13

SEE

PLAN

MORTAR; 1" CAVITY

SLUGGED FULL

RIGID INSULATION

BOARD, 2" THICK UNO

SHEET APPLIED

WEATHER BARRIER

MASONRY TIE

FULL STONE FACADE

DRAINAGE MAT

1/2" EXTERIOR

PLYWOOD

SHEATHING, TREATED

STUCCO FINISH

COAT

1/2" EXTERIOR

PLYWOOD

SHEATHING,

TREATED

Z-CLIP

Z-CLIP

Z-CLIP

Z-CLIP

Z-CLIP

CFMF STUDS

SHEET APPLIED

WEATHER BARRIER

SHEET APPLIED

WEATHER BARRIER

EXTEND ALL WALLS TO BOTTOM OF

DECK ABOVE, UNO

3.01

PLAN

2.02

PLAN 6"

4.01

PLAN SEE

PLAN

2.01

PLAN 3 5/8"

1.02

PLAN 6"

1.01

PLAN 3 5/8"

VERTICAL WOOD

SIDING

1 5/8" METAL

STUDS

5/8" ABUSE

RESISTANT GYP.

1 5/8" METAL

STUDS

5/8" ABUSE

RESISTANT GYP.

METAL STUD

BATT INSULATION

TO MATCH STUD

SIZE

5/8" ABUSE

RESISTANT GYP.

METAL STUD

BATT INSULATION

TO MATCH STUD

SIZE

12 12

SCALE OF INCHES

6 0

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:4 :2

P M fi le P ro je c ts P ro j\ R e v it M A C A

C D .r v t

CONSTRUCTION TYPES

MAMMOTH CAVE NATIONAL PARK

165212

240532

18 133

AC.1

Designer

Author

Checker

06/01/2021

REHAB HOTEL ROOF

SCALE AAC.1

1 EXTERIOR WALL TYPES

SCALE AAC.1

3 INTERIOR WALL TYPES

GENERAL NOTES:

1. SEE ROOF PLAN FOR LOCATION OF WALK WAY PAD(S).

2. SEE STRUCTURAL DRAWINGS FOR LOCATION OF SLOPING STEEL.

3. SEE ROOF PLANS FOR SLOPES

4. SEE ROOF PLAN & DETAILS FOR EXTENT OF WATER PROOF MEMBRANE

1.01

SECTION

PVC ON EXISTING ROOF

R-VALUE: 30

R O O F

E X

IS

T

M

IN

RIGID INSULATION

BOARD, 5" THICK

MIN. UNO

PVC

2.01

SECTION

SHINGLE ROOF ON TRUSS

R-VALUE: 30

WOOD TRUSS,

SEE STRUCTURAL

RIGID INSULATION BOARD,

5" THICK MIN. UNO

1 1/2" T&G WOOD

FINISH CEILING

5/8" PLYWOOD

SHEATHING

SLATE SHINGLE

ROOF

2.02

SECTION

SHINGLE ROOF ON TRUSS

WOOD TRUSS,

SEE STRUCTURAL

1 1/2" T&G

WOOD FINISH

CEILING

5/8" PLYWOOD

SHEATHING

SLATE SHINGLE

ROOF

2.03

SECTION

SHINGLE ROOF ON TRUSS

R-VALUE: 30

WOOD TRUSS,

SEE STRUCTURAL

RIGID INSULATION

BOARD, 5" THICK

MIN. UNO

5/8" PLYWOOD

SHEATHING

SLATE SHINGLE

ROOF

SELF-ADHERING

SHEET

UNDERLAYMENT

TAPERED RIGID

INSULATION BOARD,

VARIES

1.03

SECTION

PVC ON METAL DECK

R-VALUE: 30

RIGID

INSULATION

BOARD, 1"

THICK MIN. UNO

PVC

6" HSS, SEE

STRUCTURAL

1" METAL

DECKING, SEE

STRUCTURAL

1.02

SECTION

PVC ON EXISTING ROOF

R-VALUE: 30

R O O F

E X

IS

T

M

IN

RIGID

INSULATION

BOARD, 5"

THICK MIN.

UNO

PVC

SELF-ADHERING

SHEET

UNDERLAYMENT

SELF-ADHERING

SHEET

UNDERLAYMENT

1.01

SECTION

SLAB ON GRADE

CONTROL JOINT,

SEE FINISH PLANS

CONCRETE SLAB

ON GRADE, SEE

STRUCTURAL

VAPOR BARRIER,

SECTION

24" X 24" ACP

NRC = ASTM C423: 0.70 MIN

SECTION

24" X 24" HIGH WASHABILITY ACP

NRC = ASTM C423: 0.70 MIN

SECTION

1 1/2" TONGUE AND GROOVE WOOD PLANKS

T&G WOOD CEILING

SYSTEM

HANGER WIRE

GRID SUSPENSION

SYSTEM

ACOUSTICAL CEILING

PANEL

8 0 8 16

SCALE OF FEET

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:4 :2

P M fi le P ro je c ts P ro j\ R e v it M A C A

C D .r v t

CONSTRUCTION TYPES

MAMMOTH CAVE NATIONAL PARK

165212

240532

19 133

AC.2

Designer

Author

Checker

06/01/2021

REHAB HOTEL ROOF

SCALE A

ROOF TYPES

SCALE A

FLOOR TYPES

SCALE A

CEILING TYPES

A4.1

A4.1

MENS

NORTH VEST.

101C

GIFT SHOP

REGISTRATION

SOUTH VEST.

101B

OFFICE

X116

OPEN OFFICE

X115

OFFICE

X114

KENTUCKY SHOP

X110

GREEN RIVER GRILL

X102

LOBBY

A .14

A .13

A .1 7

A3.2

A3.2

A .2 2

X7 X8 X9 X10 X15 X17 X19X13

XQ

XN

XJ

XF

XD

XB

XA

XO

XK

XH

XE

XI

X1 X3 X4 X6

X2 X5

XP

XM

XL

XG

XC

X11 X12 X14 X16 X18 X20

A4.1

A4.1

A4.1

A3.1

A .12

A3.1

A .1 6

1 2 3 4

H

A

C

D

E

F

G

A1.2

ROTUNDA ROOM

X127

STORAGE

X125

STOR.

X126

LOBBY

X124

MENS

X128

WOMENS

X129

GUEST

X130

GUEST

X131

GUEST

X213

GUEST

X133

SPELUNKERS

X108

DINING

X109

KITCHEN

X106

WOMENS

X105STOR.

X112

STOR.

X111

VEST.

X123

HOTEL ENTRY PORCH

SOUTH PORCH

101A

STOR.

X107

BAR

NORTH PORCH

101D

VEST.

101E

A1.2

C.1

E

A1.2

A .2

C.1

C.1

A.1 C.1

A.1

C.1

A.2I.2

A.1C.1

C.1

VEST.

X134

B

CORRIDOR

X113

A4.4

A .14

A .1 7

A1.2

102B

C.1

A.1

C.1

A.1

IT CLOSET

X

C.1

C.1

C.1

NOTE:

EXISTING GRIDS ARE GREY W/ PREFIX "X"

16 0 16 32

SCALE OF FEET

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:3 :2

P M fi le P ro je c ts P ro j\ R e v it M A C A

C D .r v t

GROUND FLOOR PLAN

MAMMOTH CAVE NATIONAL PARK

165212

240532

20 133

A1.1

AKI

KDN

JRG

06/01/2021

REHAB HOTEL ROOF

SCALE AA1.1

1 GROUND FLOOR PLAN

UP

A4.1

A4.1

A .13

A .1 7

A3.2

A3.2

MENS

NORTH VEST.

101C

GIFT SHOP

REGISTRATION

SOUTH VEST.

101B

OFFICE

X116

OPEN OFFICE

X115

OFFICE

X114

KENTUCKY SHOP

X110

GREEN RIVER GRILL

X102

LOBBY

A7.1

X7 X8 X9 X10 X15X13

XQ

XN

XF

XD

XO

XK

XH

XE

XI

A4.1

A4.1

A4.1

1 2 3 4

H

A

C

D

E

F

G

13'-3" 17'-6" 13'-3"

101F

BAR

WOMENS

X105

SPELUNKERS

X108

CORRIDOR

X113

STOR.

X112

STOR.

X111

VEST.

101E

SOUTH PORCH

101A

NORTH PORCH

101D

A4.2

A6.5

A4.2

A4.2

2.01

A .2

A4.2

A4.3

A4.3

A6.6

A6.5

A6.7

101H

101E

A6.6

A6.6

A6.9

A6.12

A6.5

A7.3

101C

A4.2

B

101D

101G

EXISTING AREAWAY,

SEE MECHANICAL

ROOF ABOVE

ROOF

ABOVE

A6.5

EXISTING AREAWAY,

SEE MECHANICAL

A4.4

A4.4

FE FE

A6.9

A6.6

A6.10

A7.2

A6.10

FLOOR ACCESS HATCH

SEE SHEET 7/A6.10

A7.1

A7.1

A7.1

A7.1

A6.6

A6.9

A6.5

FLOOR TYPE 1.01

101A 1O1B

102A

DOOR OPENER,

SEE ELECTRICAL

DOOR

OPENER, SEE

ELECTRICAL

T

U

S

W

Y

X X

Y

V

X3 X4

XP

A4.3

A6.9

A4.4

X1

A .1 6

CAST STONE CAP

A4.3

A3.2

A4.3

NOTE:

EXISTING GRIDS ARE GREY W/ PREFIX "X"

X3 X4

XC

8'-6"

WOOD LANDING,

SEE CIVIL

127 125

8 0 8 16

SCALE OF FEET

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

:3 :2

P M fi le P ro je c ts P ro j\ R e v it M A C A

C D .r v t

ENLARGED FLOOR PLANS

MAMMOTH CAVE NATIONAL PARK

165212

240532

21 133

A1.2

AKI

KDN

JRG

06/01/2021

REHAB HOTEL ROOF

SCALE AA1.2

4 GROUND FLOOR PLAN ENLARGED

SCALE AA1.2

3 HOTEL ENTRY PORCH ENLARGED

SCALE AA1.2

2 HOTEL SIDE ENTRANCE ENLARGED

SCALE AA1.2

1 NEW LANDING ENLARGED

UP

X7 X8 X9 X10 X15X13

XQ

XN

XF

XD

XA

XO

XK

XH

XE

XI

1 2 3 4

H

A

C

D

E

F

G

B

A8.3

MENS

NORTH VEST.

101C

GIFT SHOP

REGISTRATION

SOUTH VEST.

101B

OFFICE

X116

OPEN OFFICE

X115

OFFICE

X114

KENTUCKY SHOP

X110

GREEN RIVER GRILL

X102

LOBBY

13'-3" 17'-6" 13'-3"

101F

BAR

WOMENS

X105

SPELUNKERS

X108

CORRIDOR

X113

STOR.

X112

STOR.

X111

VEST.

101E

SOUTH PORCH

101A

NORTH PORCH

101D

101H

101E

101C

101D

101G

ROOF ABOVE

ROOF ABOVE

EQ. 18'-7 1/4" EQ.

35'-7 1/4"

15'-0 5/8" 10'-3" 7"

5'-7"

101A 1O1B

E Q

E Q

1'-10 3/8"

A1.3

A8.4

A8.3

A8.3

SEE SHEET 5/A4.2

RECESSED

FLOOR MAT

A1.3

A1.3

X10 X15X134

D

5'-10" 14'-7"

4'-2 5/8" MENS

5'-10"

" 9

XQ

2 3

H

G

2'-5"

2'-5"SOUTH VEST.

101B

SOUTH PORCH

101A

LOBBY

RECESSED

FLOOR

MAT

XF

2 3

B

2'-8"2'-8"

NORTH VEST.

101C

NORTH PORCH

101D

LOBBY

RECESSED

FLOOR

MAT

4 0 4 8

SCALE OF FEET

8 0 8 16

SCALE OF FEET

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

PRIME/ARCH:

GWWO, INC.

BALTIMORE, MD

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SCALE A

SCALE B

:3 :3

P M fi le P ro je c ts P ro j\ R e v it M A C A

C D .r v t

ENLARGED DIMENSION

PLAN

MAMMOTH CAVE NATIONAL PARK

165212

240532

22 133

A1.3

AKI

KDN

JRG

06/01/2021

REHAB HOTEL ROOF

SCALE AA1.3

1 GROUND FLOOR PLAN ENLARGED- DIMENSION

SCALE BA1.3

2 MENS ROOM ENLARGED- DIMENSION

SCALE BA1.3

4 SOUTH VESTIBULE ENLARGED - DIMENSION

SCALE BA1.3

3 NORTH VESTIBULE ENLARGED - DIMENSION

X7 X8 X9 X10 X15 X17 X19X13

XQ

XN

XJ

XF

XD

XB

XA

XO

XH

XE

XI

X1 X3 X4 X6

X2 X5

XP

XM

XL

XG

XC

X11 X12 X14 X16 X18 X20

A3.1

A .12

A3.1

A .1 6

1 2 3 4

H

A

C

D

E

F

G

3" / 12"3" / 12"

/4

3" / 12" 3" / 12"

3" / 12"3" / 12"

7.4

7.4

7.4

53'-1 1/2"

7.4

7.4

ROOF TYPE

2.03

ROOF TYPE

1.01

ROOF TYPE

2.01

ROOF TYPE

1.01

ROOF TYPE

1.01

ROOF TYPE

2.02

ROOF TYPE

2.01

3" / 12" 3" / 12"

A6.1

A6.1

A6.2

A6.3

A6.3

A6.2

A6.2

A6.1

A6.2

A6.2

A6.2

A6.1

A6.2

/4

/4

1/4" / 12"

1/4" / 12"

B

A6.3

A6.3

ROOF TYPE

1.01

35'-9"

1/4" / 12"

1/4" / 12"

A6.2

SIM

/4

/4

ROOF TYPE

1.02

SNOW GUARD

LAP COPING SEAM

OVERSIZED COPING CAP, SHEET METAL

OVERSIZED COPING CAP, SHEET METAL

REPLACE EXISTING GUTTER W/ 5"X5"

SEE SHEET 1/A6.4

CHIMNEY

DS &

CH

DS &

CH

DS &

CH

DS &

CH

DS &

CH

DS &

CH

A6.4

DS &

CH

DS &

CH

DS &

CH

GUTTER, BOTH

SIDES; 5"X5"

GUTTER, BOTH

SIDES; 5"X5"

GUTTER, BOTH

SIDES; 5"X5"

DS &

CH

DS &

CH.

DS &

CH

DS

DS DS

DS

DS

DS

DS

DS

DS

DS

DS

/4

/4

ROOF OUTLINE

OF ENTRYWAY

VESTIBULE;

SEE SHEET 2/A1.4

TYP.

4.5 NEW CAST STONE CAP

7.1 NEW LOBBY ROOF BEYOND

7.2 PVC THERMOPLASTIC SINGLE PLY

ROOFING

CONSTRUCTION NOTES

7.3 NEW WOOD SIDING

7.4 NEW PARAPET AND COPING

8.1 NEW ALUMINUM STOREFRONT

WINDOW

8.2 NEW DOOR

8.3 NEW GLAZED ALUMINUM CURTAIN

WALL

8.4 NEW LOUVER4.3 NEW STONE VENEER

9.1 STUCCO

10.1…