B08_Attachment_2__Drawings_BICY_229154.pdf

BUILDING INFORMATION AND LIMITATIONS

BUILDING OCCUPANCY CLASSIFICATION: BUSINESS (GROUP B)

CONSTRUCTION TYPE: ll-B

SPRINKLERED: N

ALLOWABLE BUILDING HEIGHT: 3 STORIES, 60'

ACTUAL BUILDING HEIGHT: 1 STORIES,<25'

ALLOWABLE BUILDING AREA (PER STORY): 36,000 GSF

ACTUAL BUILDING AREA (PER STORY): 5,142 GSF

TOTAL OCCUPANT LOAD: 42

PROJECT LOCATION

PARK BOUNDARY

LOCATION MAP

PROJECT LOCATION

PROJECT INFORMATION

INDEX OF DRAWINGS

REV SHEET

SUB

SHEET TITLE OF SHEET

1 G0.00 COVER

2 G0.01 GENERAL NOTES, SYMBOL LEGEND AND ABBREVIATIONS

3 G0.02 TYPICAL TOILET ROOMS AND MOUNTING HEIGHTS

4 G0.03 CODE COMPLIANCE

5 G0.04 CODE COMPLIANCE

6 G1.01 LEVEL 1 LIFE SAFETY PLAN

7 C0.01 GENERAL NOTES AND DETAILS

8 C0.02 LEGEND

9 C0.03 STORMWATER POLLUTION PREVENTION NOTES

10 C1.01 STORMWATER POLLUTION PREVENTION PLAN

11 C1.02 DEMOLITION AND TREE PROTECTION PLAN

12 C1.03 MASTER PLANNING PLAN

13 C1.04 DETAILED HORIZONTAL CONTROL AND SITE PLAN

14 C1.05 DETAILED GRADING, DRAINAGE, AND UTILITY PLAN

15 C1.06 DETAILED GRADING, DRAINAGE, AND UTILITY PLAN

16 A1.01 ARCHITECTURAL SITE PLAN

17 A1.02 LEVEL 1 FLOOR PLAN

18 A1.03 LEVEL 1 ACCESSIBILITY PLAN

19 A1.04 LEVEL 1 PARTITION PLAN

20 A1.05 LEVEL 1 CEILING PLAN

21 A1.06 ROOF PLAN

22 A1.07 LEVEL 1 FINISH PLAN

23 A2.01 EXTERIOR ELEVATIONS

24 A3.01 BUILDING SECTIONS

25 A3.02 BUILDING SECTIONS

26 A3.03 WALL SECTIONS

27 A4.01 ENLARGED ARCHITECTURAL SITE PLAN - PROJECT SITE

28 A4.02 ENLARGED INTERIOR VIEWS - FLOOR PLAN

29 A4.03 ENLARGED INTERIOR VIEWS - ELEVATIONS

30 A5.01 ROOF DETAILS

31 A5.02 ROOF DETAILS

32 A5.03 ROOF DETAILS

33 A5.04 ROOF DETAILS

34 A5.05 ROOF DETAILS

35 A5.06 ROOF DETAILS

36 A5.07 EXTERIOR DETAILS

37 A5.08 EXTERIOR DETAILS

38 A5.09 EXTERIOR DETAILS

39 A5.10 EXTERIOR DETAILS

40 A5.11 PARTITION DETAILS

41 A5.12 INTERIOR AND FINISH DETAILS

42 A5.13 INTERIOR CASEWORK DETAILS

43 A5.14 OPENING DETAILS

44 A5.15 OPENING DETAILS

45 A5.16 OPENING DETAILS

46 A5.17 OPENING DETAILS

47 A5.18 OPENING DETAILS

48 A5.19 OPENING DETAILS

49 A6.01 PARTITION TYPES

50 A6.02 OPENING TYPES AND SCHEDULE

51 A9.01 EXTERIOR PERSPECTIVE VIEW

TITLE OF DRAWING: DRAWING NO.

PMIS/PKG NO.

OF

A/E

PRIME/ARCH

SHEET

MECHANICA

HENRY

ADAMS, LLC.

BALTIMORE, MD

WALKER

ARCHITECTS, INC.

GAINESVILLE, FL

UNITED STATES

DEPARTMENT OF THE INTERIOR

LOCATION WITHIN PARK

NAME OF THE PARK

REGION STATECOUNTY

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

QUALITY DESIGN CERTIFICATION

PREPARED IN ACCORDANCE WITH DESIGN

DEVELOPMENT (TITLE I) _________________________

VARIANCE FROM DESIGN DEVELOPMENT (TITLE I)

APPROVED BY SUPERINTENDENT ON ______________

CONSTRUCTION DRAWING NOT PRECEDED

BY DESIGN DEVELOPMENT (TITLE I)

PROJECT MANAGER DATE

DRAWING NO.

DATE

CIVIL

PLUMBIN

HENRY

ADAMS, LLC.

BALTIMORE, MD

CHW, INC.

ALACHUA, FL

ELECTRICAL

STRUCTURAL

AES, INC.

JACKSONVILLE,F

HENRY

ADAMS, LLC.

BALTIMORE, MD

/2

/2

:4

:0

P

M NEW FIRE OPERATIONS CENTER

BIG CYPRESS NATIONAL PRESERVE

229154

BICY HEADQUARTERS

DESIGN DEVELOPMENT

SOUTH-EAST COLLIER FLORIDA

REV SHEET

SUB

SHEET TITLE OF SHEET

52 E0.01 ELECTRICAL COVER SHEET

53 E0.02 ELECTRICAL NOTES AND CONVENTIONS

54 E0.03 ELECTRICAL SITE PLAN

55 E1.01 LEVEL 1 LIGHTING PLAN

56 E2.01 LEVEL 1 POWER PLAN

57 E2.02 ROOF POWER AND LIGHTING PROTECTION PLAN

58 E4.01 ELECTRICAL PART PLANS

59 E5.01 ELECTRICAL DETAILS

60 E5.02 ELECTRICAL DETAILS

61 E5.03 ELECTRICAL DETAILS

62 E5.04 ELECTRICAL DETAILS

63 E6.01 ELECTRICAL ONE-LINE DIAGRAM

64 E6.02 TELECOMMUNCATIONS RISER DIAGRAM

65 E6.03 ELECTRICAL GROUNDING AND BONDING DIAGRAM

66 E7.01 LIGHTING CONTROL DIAGRAMS

67 E7.02 LIGHTING CONTROL SCHEDULE AND MATRIX

68 E8.01 LUMINAIRE SCHEDULE

69 E8.02 ELECTRICAL EQUIPMENT SCHEDULES

70 E8.03 PANELBOARD SCHEDULES

71 M0.01 MECHANICAL COVER SHEET

72 M0.02 MECHANICAL SITE PLAN

73 M1.01 LEVEL 1 DUCTWORK PLAN

74 M2.01 LEVEL 1 MECHANICAL PIPING PLAN

75 M4.01 MECHANICAL SECTIONS

76 M5.01 MECHANICAL DETAILS

77 M6.01 AUTOMATIC TEMPERATURE CONTROLS

78 M7.01 MECHANICAL SCHEDULES

79 P0.01 PLUMBING COVER SHEET

80 P0.02 PLUMBING SITE PLAN

81 P1.00 FOUNDATION PLUMBING PLAN

82 P1.01 LEVEL 1 PLUMBING PLAN

83 P1.02 ROOF PLUMBING PLAN

84 P3.01 PLUMBING PART PLANS

85 P3.02 PLUMBING PART PLANS

86 P3.03 PLUMBING PART PLANS

87 P5.01 PLUMBING DETAILS

88 P6.01 DOMESTIC WATER RISER DIAGRAMS

89 P6.02 SANITARY RISER DIAGRAMS

90 P6.03 CONDENSATE RISER DIAGRAMS

91 P7.01 PLUMBING SCHEDULES

97 S3.03 SECTIONS

92 S0.01 GENERAL NOTES

93 S1.01 FOUNDATION PLAN

94 S1.02 GENERATOR PAD AND FIRE SUPPRESSION TANK PLANS

95 S3.01 SECTIONS

96 S3.02 SECTIONS

98 S5.01 TYPICAL DETAILS

NTS

N

MARK REVISION DATE INITIAL

NJones Image

WALL SECTION

DETAIL/ SECTION

NUMBER

SHEET NUMBER

BUILDING SECTION

EXTERIOR ELEVATION

SHEET NUMBER

ELEVATION NUMBER

INTERIOR ELEVATION

SHEET NUMBER

ELEVATION NUMBER

LARGE SCALE BLOWUP

OF PLAN OR DETAIL

PLAN OR DETAIL

NUMBER

SHEET NUMBER

LEVEL REFERENCE

LEVEL DESCRIPTION

LEVEL ELEVATION

NEW

STRUCTURAL GRID

GRID REFERENCE

GRID LINE

EXISTING

STRUCTURAL GRID

EXISTING GRID

REFERENCE

EXISTING GRID LINE

MATCH LINE 1 / A0103

1 / A0102

SHEET NUMBER

SHEET NUMBER

MATCH LINE

REVISION

CLOUDED AREA

OF REVISION

NORTH ARROW

SIMILAR INDICATION

DETAIL SECTION

DETAIL/ SECTION

NUMBER

SHEET NUMBER

A101

DETAIL NUMBER

SHEET NUMBER

N

Level 01

100' - 0"

A101

SIM

A101

A101

A101

A201

01 / A301

PARTITION PARTITION TYPE

DOOR

ASSEMBLY

EXTERIOR

GLAZED

OPENINGS

ROOM NAME

AND NUMBER

ROOM NAME

ROOM NUMBER

KEYNOTE

DEMOLITION

CONSTRUCTION

STOREFRONT

OPENINGS

OPENING TYPE

FURNITURE, FIXTURES &

EQUIPMENT

EQUIPMENT IDENTIFIER

DOOR NUMBER

OPENING TYPE

D01

M8G

1t

1t

1t

ROOM NAME

ROOM FINISHES TAG

ROOM NAME

ROOM NUMBER

FLOOR:

BASE:

WALL:

CONFERENCE

FLOORING

BASE

WALL

150 SF

APPROXIMATE ROOM AREA

ROOM FINISHES

.0

NEW CONSTRUCTION

AC AIR CONDITIONING

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ARCH ARCHITECT, ARCHITECTURAL

AUTO AUTOMATIC

BLDG BUILDING

BRG BEARING

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CFCM COLD FORMED METAL FRAMING

CIP CAST-IN-PLACE (CONCRETE)

CJ CONTROL JOINT

CL CENTERLINE

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

DEMO DEMOLISH, DEMOLITION

DEPT DEPARTMENT

DIA DIAMETER

DIM DIMENSION

DN DOWN

EA EACH

EJ EXPANSION JOINT

ELEC ELECTRIC, ELECTRICAL

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

EXP EXPANSION

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FT FOOT/FEET

FURN FURNISH, FURNISHED, FURNISHINGS

GA GAUGE, GAGE

GWB GYPSUM WALL BOARD

HSS HOLLOW STRUCTURAL SECTION

HVAC HEATING-VENTILATING-AIR CONDITIONING

ID INSIDE DIAMETER

INT INTERIOR

LAV LAVATORY

LWIC LIGHTWEIGHT INSULATING CONCRETE

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER, MANUFACTURED

MIN MINIMUM

MISC MISCELLANEOUS

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

PCF POUNDS PER CUBIC FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

QTY QUANTITY

R RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR

REV REVISE (ISION)

RO ROUGH OPENING

RTU ROOF TOP UNIT

SF SQUARE FOOT, FEET

SIM SIMILAR

SPEC SPECIFY, SPECIFICATION

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STRUC STRUCTURE, STRUCTURAL

TBD TO BE DETERMINED

TEMP TEMPORARY

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

T&G TONGUE AND GROOVE

UC UNDERCOUNTER

UOI UNLESS OTHERWISE INDICATED

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

WD WOOD

WP WEATHERPROOF

1. DO NOT SCALE DRAWINGS. RELY ON THE NUMERIC DIMENSIONS SHOWN FOR

MEASUREMENT. IF DIMENSIONS ARE IN QUESTION, OBTAIN CLARIFICATION FROM THE

ARCHITECT

2. REVIEW AND FIELD VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE

CONSTRUCTION, FABRICATION, OR INSTALLATION OF ANY INSTANCE. NOTIFY THE

ARCHITECT WHEN CONDITIONS VARY FROM THE PROJECT DRAWINGS.

3. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER

SMALLER SCALE DRAWINGS.

4. UNLESS INDICATED OTHERWISE, PLAN DIMENSIONS ARE TAKEN FROM CENTERLINE OF

STRUCTURE, FACE OF CONCRETE OR FACE OF STUD. PLAN DIMENSIONS TO PLUMBING

FIXTURES AND ACCESSORIES ARE TAKEN FROM FINISHED FACE OF WALL.

5. DOORS NOT OTHERWISE DIMENSIONED SHALL BE 8" FROM ADJACENT CMU OR

CONCRETE WALL TO ROUGH DOOR OPENING, AND 5" FROM FACE OF ADJACENT STUD

WALL TO ROUGH DOOR OPENING.

6. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB UNLESS OTHERWISE

INDICATED.

7. PROVIDE BACKING/BLOCKING FOR THE ATTACHMENT OF MISCELLANEOUS ITEMS

INCLUDING, BUT NOT LIMITED TO: TOILET ACCESSORIES, DOOR HARDWARE,

ELECTRICAL DEVICES, GRAB BARS, CASEWORK, AND MILLWORK. SEE PARTITION

DETAILS SHEET.

8. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE PRODUCT MANUFACTURER'S

WRITTEN INSTALLATION INSTRUCTIONS AND STANDARD DETAILS, IN STRICT

ACCORDANCE WITH THE PROJECT SPECIFICATION REQUIREMENTS AND DESIGN

INTENT.

9. PROVIDE ACCESS DOORS OF APPROPRIATE SIZE, TYPE AND FIRE RATING FOR ALL

CONCEALED ITEMS THAT REQUIRE ADJUSTMENT, MAINTENANCE, MONITORING, ETC.

COORDINATE LOCATIONS WITH ARCHITECT.

10. ENCLOSE DUCTS, PIPES, CONDUITS, AND OTHER UTILITIES IN FINISHED SPACES TO

MATCH ADJACENT FINISHES UNLESS INDICATED OTHERWISE. (FOR EXAMPLE DO NOT

LEAVE CONDUIT EXPOSED IN A ROOM THAT IS NOT A MECHANICAL ROOM, PROVIDE A

GYPSUM BOARD PARTITION ENCLOSURE TO CONCEAL.)

11. DO NOT SUPPORT/HANG ITEMS FROM METAL ROOF DECK, SUPPORT FROM PRE

ENGINEERED METAL BUILDING PURLINGS. COORDINATE WITH MANUFACTURER TO

PROVIDE ROOF PURLIN DESIGN THAT SUPPORTS PULL LOADS COMING FROM

SYSTEMS BELOW DECK.

12. PROVIDE TERMITE TREATMENT UNDER NEW CONCRETE SLABS ON GRADE.

GOVERNMENT PROVIDED AND

INSTALLED FURNITURE OR EQUIPMENT

(HALFTONE/HALFTONE LINES)

CONTRACTOR PROVIDED AND

INSTALLED FURNITURE OR EQUIPMENT

(SOLID LINES)

REFERENCE SYMBOLS (ALL DISCIPLINES) REFERENCE SYMBOLS (ARCHITECTURAL)

TYPICAL PHASING GRAPHICS

ABBREVIATIONS

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

REFERENCE

COVER SHEET

WALKER

ARCHITECTS,

GAINESVILLE, FL

/2

/2

:4

:0

P

M GENERAL

AI

4/29/2024

G0.01TW

GENERAL NOTES, SYMBOL

LEGEND AND ABBREVIATIONS

229154

NPS FIRE OPERATIONS CENTER AT

BIG CYPRESS NATIONAL PRESERVE

GENERAL NOTES

FURNITURE EQUIPMENT GRAPHICS

PULL

SHELF/ MOP

HOLDER

SERVICE

FAUCET AND

CONTROLS

MOP BASIN

JANITOR CLOSET

M A

X

M

IN

WATER

CLOSET

PROVIDE METAL

BLOCKING AS

REQUIRED

GRAB BAR

SINK/

LAVATORY

MIRROR AT

SINK/LAVATORY

T O

B O

T T

O M

O F

R

E F

L E

C T

IV

S

U R

F A

C E

TOILET PAPER

DISPENSER

M

IN

SEAT COVER

DISPENSER

M A

X

SOAP OR

HAND SANITIZER

DISPENSER

M A

X

PAPER TOWEL

DISPENSER

BABY CHANGE

STATION

PLUMBING FIXTURES & ACCESSORIES NOTES:

1. VERIFY ALL PLACEMENT WITH PLAN, ELEVATION, AND

CURRENT CODES.

2. SEE SPECIFICATIONS FOR ACCESSORY MANUFACTURER

AND MODEL.

3. INSULATE ALL EXPOSED PIPES.

4. COORDINATE ALL FIXTURES WITH PLUMBING DRAWINGS

AND SPECIFICATIONS.

5. PROVIDE AND INSTALL NON-COMBUSTIBLE INTERNAL WALL

BLOCKING AS REQUIRED TO ACHIEVE SECURE ATTACHMENT

MEETING STRENGTH REQUIREMENTS OF APPLICABLE

CODES FOR ALL WALL MOUNTED ACCESSORIES.

6. ORIENT FLUSH LEVER AT TOILET TO THE OPEN SIDE OF THE

ROOM.

M

IN

SANITARY NAPKIN

DISPOSAL

T O

D

IS

P E

N S

E R

O U

T L

T

(I N

S T

A L L A

T

IO

N

M

IN

A

B O

V E

G R

A B

B A

R

COAT

HOOK

S

T A

N D

A R

D

A

C C

E S

S

IB

L E

T O

T

P

F

B O

W L

T O

T O

P O

F R

E F

L E

C T

IV

S

R

F A

C E

FIRE EXTINGUISHER

IN RECESSED

CABINET

M

A X

T O

S P

O

T L E

T

T O

S P

O

T L E

T

DRINKING FOUNTAINS

WITH BOTTLE FILLER

M

IN

M A

X

CANE

APRON

M

IN

FBC-A 2020 604.4 FBC-A 2020 609.4 LAV HEIGHT: FBC-A 2020 606.3

KNEE CLEARANCE: FBC-A 2020 306.3

TOE CLEARANCE: FBC-A 2020 306.2

C L E

A R

M

IN

11" MIN

6" MIN

8" MIN

FBC-A 2020 603.3 DISPENSER HEIGHT: FBC-A 2020 606.3

SPACING FROM GRAB BAR: FBC-A 2020 609.3

OBSTRUCTED

REACH RANGE:

FBC-A 2020 308.2.2

FBC-A 2020 603.4

UNOBSTRUCTED

REACH RANGE:

FBC-A 2020 308.3.1

OBSTRUCTED

REACH RANGE:

FBC-A 2020 308.2.2

OBSTRUCTED

REACH RANGE:

FBC-A 2020 308.2.2

SPOUT HEIGHT: FBC-A 2020 602.4

KNEE CLEARANCE: FBC-A 2020 306.3

TOE CLEARANCE: FBC-A 2020 306.2

VERTICAL CLEARANCE: FBC-A 2020 307.4

2"

FBC-B 2020 906.9.1

9"

EQ EQ

SHOWER AND

CONTROLS

FBC-A 2020 608.5.2

N O

T A

T S

IN

K

M A

X

WC1

ACCESSIBLE

WATER CLOSET

1'-6"

1'-0" 2'-0"

60" WIDE x 56"

DEEP CLEAR

FLOOR SPACE

30" WIDE x 48"

DEEP CLEAR

FLOOR SPACE

ACCESSIBLE

SINK

1'-6" HOLD

48" WIDE x 30"

DEEP CLEAR

FLOOR SPACE

ACCESSIBLE

SINK

GENERIC SINGLE OR DOUBLE SINK

SHOWN HERE IN COUNTERTOP. SEE

PLUMBING FIXTURE SCHEDULE FOR

ACTUAL FIXTURE TYPE.

S1 S2

GB36

GB48

TPD

IN WOMEN'S

TOILET ONLY

SD

PTD

LOCATE

ACCESSORIES

IN FIELD WITH

OWNER PTD

SD

LOCATE

ACCESSORIES

IN FIELD WITH

OWNER

CH COAT HOOK

GBxx GRAB BAR (xx INDICATES LENGTH)

MIR MIRROR

PTD PAPER TOWEL DISPENSER

SCD SEAT COVER DISPENSER

SD SOAP DISPENSER

SHRS SHOWER SEAT

TPD TOILET PAPER DISPENSER

TOILET ACCESSORIES ABBREVIATIONS:

SCD

MIR

TLT1

ACCESSIBLE

TOILET ROOM

SEE PLANS

7'-6" MIN

REFER TO DRAWING S1 THIS

SHEET FOR ADDITIONAL

SINK DETAILS AND RELATED

TOILET ACCESSORIES

S1WC1

REFER TO DRAWING WC1 THIS

SHEET FOR ADDITIONAL

WATER CLOSET AND RELATED

TOILET ACCESSORIES DETAILS

NOTE THAT THIS IS A GENERIC

LAYOUT SHOWING FIXTURES,

ACCESSORIES, AND POSSIBLE

DOOR LOCATIONS. SEE FLOOR

PLANS FOR ACTUAL PLAN

LAYOUT WITH DIMENSIONS.

TOILET TYPE TLT1 - SEE

FLOOR PLANS FOR TOILET

TYPE DESIGNATIONS ON

DRAWING.

CLEAR FLOOR SPACE

REQUIREMENTS

SHOWN DASHED

TOILET ROOM AND ACCESSORY NOTES:

1. ENLARGED PLANS INDICATE DIMENSIONS, TOILET

ACCESSORY LOCATIONS, AND REQUIRED CLEARANCES TO

BE MAINTAINED.

2. ENLARGED TOILET ROOM LAYOUT (TLT1) AND SINK TYPES

(S1, S2) ARE KEYED ONTO ENLARGED FLOOR PLANS.

3. REFER TO ENLARGED FLOOR PLAN SHEETS FOR EXACT

TOILET ROOM AND/OR FIXTURE ORIENTATION, DOOR

LOCATION(S), ADJACENT WALL CONSTRUCTION, AND

ADDITIONAL EQUIPMENT ITEMS.

4. DIMENSIONS INDICATED HERE ARE TYPICAL, UNLESS

DIMENSIONED OTHERWISE ON FLOOR PLAN SHEETS OR

INTERIOR ELEVATIONS.

5. DIMENSIONS SHOWN FOR ACCESSORIES AND EQUIPMENT

ITEMS AND CLEAR FLOOR SPACE ARE FROM FACE OF ROOM

FINISH (SUCH AS TILE).

6. NOTE THAT DOORS CANNOT INFRINGE UPON OR SWING INTO

THE REQUIRED RECTANGULAR "CLEAR FLOOR SPACE"

AREAS SHOWN ON ENLARGED PLANS.

7. PLUMBING FIXTURES SHOWN HERE ARE GENERIC - SEE

PLUMBING DRAWINGS FOR ACTUAL SCHEDULED FIXTURES.

8. ORIENT FLUSH LEVER AT TOILETS TO THE OPEN SIDE OF THE

ROOM.

SHR1 ACCESSIBLE TRANSFER

TYPE SHOWER

1'-6"

48" WIDE x 36"

DEEP CLEAR

FLOOR SPACE

CONTROL

WALL

SEAT

WALL

3'-0"

C

L E

A R

M

IN

CLEAR

4'-0"

SHRS

CH 6"

CONTROLS

LOCATED 42" AFF

TO CENTERLINE

GB15/30

M A

X

30" WIDE x 48"

DEEP CLEAR

FLOOR SPACE

4"

WC LOCATION: 16"-18" FROM SIDE WALL,

PER FBC-A 2020 604.2

FBC-A 2020 604.3.1

FBC-A 2020 305

DISPENSER LOCATIONS:

FBC-A 2020 604.7

GRAB BAR LOCATIONS & SIZES:

FBC-A 2020 604.5

FBC-A 2020 305

FBC-A 2020 305

FBC-A 2020 608.2.1

GRAB BAR LOCATIONS AND SIZES:

FBC-A 2020 608.3.1

CONTROLS: FBC-A 2020 608.5.1

8" 8"7

AUDIO/VISUAL

FIRE ALARM

EXIT SIGN WALL

SWITCH

WALL

PHONE

JACK

FIRE ALARM

PULL STATION

(GENERALLY

LOCATE UNDER

A/V ALARM)

W

IT

H O

W N

E R

C O

O R

D

IN

A T

E

8"

COMBINATION

POWER/SIGNAL/OUTLET

FOR WALL MOUNTED

TELEVISION OR

MONITOR

T.V./DATA/

PHONE

POWER

RECEPTACLES

LIGHT

SWITCHES

DOME

LIGHT

OCCUPANCY

SENSOR

CARD

READER

THERMOSTAT

" 5

POWER

DISCONNECT

REMOTE DOOR

RELEASE

"5

NIGHT

LIGHT

TV

D/V

TV E

E

ED/V

L L OS CR T DRLD/V

AREA OF

REFUGE

INTERCOM

M

IN

C L

E A

R

LOCATE ROOM

IDENTIFICATION

SIGN ON LATCH

SIDE OF DOOR

D

IM

E N

S

IO

N S

S E

E C

O D

E S

IG

N

A G

A D

A D

E T

A

IL

S F

O R

9"

SIGN

MEN

CORRESPONDING GRADE II BRAILLE. 1/10"

WITHIN CELL. 2/10" BETWEEN CELLS, 1/40"

MIN. RAISE ABOVE THE BACKGROUND.

WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR, CLEAR OF DOOR SWING.

WOMEN

H

IG

H E

S T

L

IN

E O

F T

E X

T

M

A X

T O

B O

T T

O M

O F

O F

L O

W E

S T

L

IN

E O

F T

E X

T

M

IN

T O

B O

T T

O M

EXIT

ROOM

NAME

NUMBER

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

REFERENCE

COVER SHEET

WALKER

ARCHITECTS,

GAINESVILLE, FL

/2

/2

:4

:1

P

M GENERAL

AI

4/29/2024

G0.02TW

TYPICAL TOILET ROOMS AND

MOUNTING HEIGHTS

229154

NPS FIRE OPERATIONS CENTER AT

BIG CYPRESS NATIONAL PRESERVE

1/4" = 1'-0"

ACCESSORIES & PLUMBING FIXTURES

1/4" = 1'-0"

TOILET ROOM TYPICALS

1/4" = 1'-0"

ELECTRICAL CONTROL DEVICES

1/4" = 1'-0"

SPACE SIGNAGE

1 1/2" = 1'-0"

CODE SIGNAGE ADA DETAILS

8. FIRE AND SMOKE PROTECTION FEATURES

GENERAL NOTES

2. AUTHORITIES HAVING JURISDICTION

10. MEANS OF EGRESS

MINIMUM NUMBER OF BUILDING EXITS REQUIRED

BUILDING - TABLE 1017.2

BUILDING - TABLE 1006.2.1

BUILDING - TABLE 1020.3

BUILDING - 1005.3.1 / 1011.2

200 FEET

100 FEET FOR OCC LOAD 30 OR LESS, 70 FEET FOR OCC LOAD OVER 30

36 INCHES REQUIRED / 60 INCHES PROVIDED

36 INCHES REQUIRED / 102 INCHES PROVIDED

1 EXIT REQD. / 2 EXIT PROVIDED LOCATED 1/2 DIAGONAL OF BLDG. BUILDING - 1006.2.1 AND 1007.1.1

MAXIMUM TRAVEL DISTANCE TO EXIT

MAXIMUM COMMON PATH OF TRAVEL

MINIMUM EGRESS WIDTH

CORRIDORS

STAIRS

BUILDING - SECTION 1008NOT REQUIRED AND PROVIDEDEMERGENCY LIGHTING OF EGRESS

9. FIRE PROTECTION SYSTEMS

FIRE SPRINKLERS

BUILDING - 905.3.1

BUILDING - 906.3

BUILDING - 907.2.2

NOT REQUIRED AND NOT PROVIDED

MINIMUM ABC AT 75' MAXIMUM TRAVEL DISTANCE

NOT REQUIRED AND NOT PROVIDED BUILDING - 903.2

STANDPIPES

PORTABLE FIRE EXTINGUISHERS

FIRE ALARM AND DETECTION NOT REQUIRED AND NOT PROVIDED

YES

YES

NATIONAL PARK SERVICES (NPS)

1. THE INTENDED USE OF THE BUILDING IS BASED ON INFORMATION FROM THE OWNER.

2. THE INTENDED USE OF THE BUILDING IS BUSINESS OCCUPANCY FIRE OPERATIONS CENTER

3. ALL DEMOLITION AND CONSTRUCTION INVOLVED TO COMPLETE THIS PROJECT SHALL CONFORM TO ALL

APPLICABLE CODES.

3. APPLICABLE CODES & STANDARDS

INTERNATIONAL BUILDING CODE (IBC), 2021

FLORIDA BUILDING CODE, 2023 (WHEN MORE STRINGENT THAN IBC)

INTERNATIONAL MECHANICAL CODE (IMC), 2021

INTERNATIONAL PLUMBING CODE (IPC), 2021

INTERNATIONAL FUEL GAS CODE (IFGC), 2021

INTERNATIONAL ENERGY CONSERVATION CODE (IECC), 2021

INTERNATIONAL FIRE CODE (IFC), 2021

NFPA 10 2021

NFPA 70 - NATIONAL ELECTRICAL CODE (NEC) 2020

NFPA 90A 2019

NFPA 780 2020

NATIONAL ELECTRICAL SAFETY CODE (NESC) 2017

ABAAS: ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS

ASCE 7-16 (AMERICAN SOCIETY OF CIVIL ENGINEERS) MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES

ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

ACI 301-20 SPECIFICATIONS FOR STRUCTURAL CONCRETE

ASHRAE 55-2010

ASHRAE 62.2-2013

ASHRAE / IES 90.1-2016

ANSI/ASHRAE/IESNA 90.1-2016

CLIMATE CHANGE AND NATURAL HAZARDS HANDBOOK (WASCO CC & NH HANDBOOK)

IEEE STANDARDS

NPS REFERENCE MANUAL 58

INTERNATIONAL WILDLAND URBAN INTERFACE CODE

1. PROJECT SUMMARY

THE PROPOSED PROJECT IS A ONE STORY 5,142 SF NEW BUILDING FOR A FIRE OPERATIONS CENTER AT BIG CYPRESS NATIONAL PRESERVE HEADQUARTERS IN OCHOPEE, FLORIDA. IT IS A PRE-ENGINEERED METAL BUILDING ON SLAB TO GRADE CONCRETE ELEVATED UP TO 7' FROM ITS ORIGINAL ELEVATION, AND DESIGNED TO SUPPORT HIGH-VELOCITY HURRICANE WINDS. CLASIFIED AS CATEGORY IV BUILDING, FOR THE USE AS A SHELTER IN CASE OF EMERGENCY.

4. CLASSIFICATION OF THE WORK

BUILDING CODE CLASSIFICATION OF THE WORK:

NEW CONSTRUCTION (IBC - BUILDING, SECTION 101)

BUILDING CODE REQUIREMENTS:

NEW CONSTRUCTION SHALL COMPLY WITH IBC - BUILDING

5. OCCUPANCY AND HAZARD OF CONTENTS CLASSIFICATION

BUILDING USE AND OCCUPANCY:

THE BUILDING CONTAINS A SINGLE OCCUPANCY GROUP

THE BUILDING OCCUPANCY IS GROUP B - BUSINESS (IBC BUILDING - 304)

THE SINGLE USE BUILDING INCLUDES THE FOLLOWING ACCESSORY OCCUPANCIES (IBC 508.2):

SMALL ASSEMBLY SPACES WITH AN OCCUPANT LOAD OF <50 PERSONS AND <750 GSF (IBC 303.1.2) Accessory occupancies are those occupancies that are ancillary to the main occupancy of the building and are limited to 10% of the floor area of the story in which they are located. The allowable height and number of stories of the building are in accordance with the main occupancy. No separation is required for accessory occupancies, except for those listed at IBC 508.2.4.

THE BUILDING DOES NOT INCLUDE INCIDENTAL USES (IBC 509)

Incidental uses are ancillary functions associated with a given occupancy that generally pose a greater level of risk to that occupancy and are limited to those uses listed in Table 509. They shall not be individually classified occupancies. They shall not occupy more than 10% of the building area of the story in which they are located. They shall be separated from the remainder of the building per Table 509 and 509.4.

INTERNATIONAL BUILDING CODE

6. TYPE OF CONSTRUCTION

THE TYPE OF CONSTRUCTION IS II-B (IBC BUILDING - T601)

BUILDING ELEMENT HOURLY RATING

PRIMARY STRUCTURAL FRAME 0

BEARING WALLS, EXTERIOR 0

BEARING WALLS, INTERIOR 0

NONBEARING WALLS, EXTERIOR SEE BELOW

NONBEARING WALLS, INTERIOR 0

FLOOR CONSTRUCTION 0

ROOF CONSTRUCTION 0

NONBEARING WALLS, EXTERIOR (FBC BUILDING - T705.5)

NOT APPLICABLE TO THE PROJECT

FIRE SEPARATION DISTANCE HOURLY RATING

X < 5' 1 5' < X < 10' 1 10' < X < 30' 0 X > 30' 0

INTERNATIONAL BUILDING CODE

7. BUILDING HEIGHT AND AREA

BUILDING HEIGHT (504.3)

ALLOWABLE: 55'

ACTUAL: 25'

NUMBER OF STORIES ABOVE GRADE (504.4)

ALLOWABLE: 3

ACTUAL: 1

BUILDING AREA (506)

ALLOWABLE: 23,000 GSF

ACTUAL: 6,338 GSF

INTERNATIONAL BUILDING CODE

PROJECT COMPLIES?REFERENCEIBC

YES

YES

BUILDING - 1012.5.1NOT LESS THAN CORRIDORS / 60 INCHES PROVIDEDRAMPS, MEANS OF EGRESS

BUILDING - 1012.5.136 INCHES CLEAR BETWEEN HANDRAILS / 48 INCHES PROVIDEDRAMPS

YES

YES

YES

YES

YES

MAXIMUM DEAD END CORRIDOR BUILDING - TABLE 1020.520 FEET YES

PROJECT COMPLIES?

YES

YES

YES

OCCUPANT LOAD AND EXIT WIDTH CALCULATIONS

SEE SHEET G1.1

EXTERIOR WALLS (IBC 705.5, 705.5, TABLE 601 AND 602)

THE FIRE SEPARATION DISTANCE IS GREATER THAN 30', SO THE RATING REQUIREMENT FOR EXTERIOR

WALLS IS 0 HOURS.

FIRE WALLS (IBC 706)

FIRE WALLS ARE NOT REQUIRED AND NOT PROVIDED.

FIRE BARRIERS (IBC 707)

SHAFT ENCLOSURES NOT APPLICABLE

INTERIOR EXIT STAIRWAYS AND RAMPS NOT APPLICABLE

ENCLOSURES FOR EXIT ACCESS STAIRWAYS NOT APPLICABLE

EXIT PASSAGEWAY NOT APPLICABLE

HORIZONTAL EXIT NOT APPLICABLE

ATRIUMS NOT APPLICABLE

INCIDENTAL USES SEE OCCUPANCY SECTION ABOVE

CONTROL AREAS NOT APPLICABLE

SEPARATED OCCUPANCIES NOT APPLICABLE

FIRE AREAS NOT APPLICABLE

FIRE PARTITIONS (IBC 708)

CORRIDORS (1020.1) NOT REQUIRED (GROUP B, UNSPRINKLERED, <30

OCCUPANT LOAD SERVED)

SMOKE BARRIERS (IBC 709) NOT REQUIRED

SMOKE PARTITIONS (IBC 710) NOT REQUIRED

FLOOR AND ROOF ASSEMBLIES (IBC 711)

SUPPORTING CONSTRUCTION SAME AS ASSEMBLIES BELOW

SEPARATED OCCUPANCIES NOT APPLICABLE

FIRE AREAS NOT APPLICABLE

DWELLING UNITS NOT APPLICABLE

SMOKE COMPARTMENTS NOT APPLICABLE

INCIDENTAL USES SAME AS OCCUPANCY SECTION ABOVE

VERTICAL OPENINGS (IBC 712) NOT APPLICABLE

PENETRATIONS (IBC 714) NOT APPLICABLE (NO RATED WALLS)

FIRE RESISTANT JOINT SYSTEMS (FBC I15)

NOT APPLICABLE (NO RATED WALLS)

PROJECT COMPLIES?REFERENCEIBC

FIXTURE PLUMBING CODE REQUIREMENT

11. PLUMBING FIXTURES

WATER CLOSETS 1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER

CONFIRMATION OF PROJECT COMPLIANCECALCULATION

21/(50/2) = 1 (.84) PER SEX

LAVATORIES 1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE REMAINDER 21/(40/2) = 1 (1.05) PER SEX

WATERCLOSETS: REQUIRED: 1 PER SEX

PROVIDED: NEUTRAL = 4

LAVATORIES: REQUIRED: 1 PER SEX

PROVIDED: NEUTRAL = 4DRINKING FOUNTAINS 1 PER 100 OCCUPANTS 42/100 = 1 (.42) REQUIRED

BUSINESS OCCUPANCY = 42 PERSONS

SERVICE SINK 1 REQUIRED 1 REQUIRED IN BUILDING

YES

YES

YES

YES

PROJECT CONDITION

COMPLIES?

DRINKING FOUNTAINS: REQUIRED: 1

PROVIDED: 2 (1 HI / 1 LO)

SERVICE SINK: REQUIRED: 1

PROVIDED: 1

42/2 = 21 PER SEX

12. STAIR REQUIREMENTS

TREAD DEPTH

BUILDING - 1011.5.2

BUILDING - 1011.8

BUILDING - 1014.2

7" MAXIMUM, 4" MINIMUM

12' MAXIMUM

11" MINIMUM BUILDING - 1011.5.2

RISER HEIGHT

MAXIMUM RUN HEIGHT

HANDRAIL HEIGHT 34" - 38"

PROJECT COMPLIES?REFERENCEIBC

BUILDING - 1014.3.1HANDRAIL DIAMETER 1-1/4" - 2" OUTSIDE DIAMETER

BUILDING - 1014.7HANDRAIL DISTANCE FROM WALL 1-1/2"

BUILDING - 1014.9INTERMEDIATE HANDRAILS ALL PORTIONS OF STAIRWAY REQUIRED CAPACITY WITHIN 30" OF RAIL

AREA OF REFUGE OR 48" CLEAR BETWEEN HANDRAILS NOT APPLICABLE YES

PRESSURIZED STAIR TOWER NOT APPLICABLE YES

13. ACCESS REQUIREMENTS

ROOF ACCESS

ACCESSIBILITY - 201.1.1

ACCESSIBILITY - 206.2.1

ACCESSIBILITY - TABLE 208.2

ELEVATOR NOT REQUIRED AND NOT PROVIDED

ONE MINIMUM AND PROVIDED

NOT APPLICABLE BUILDING - 1011.12

VERTICAL ACCESSIBILITY

ACCESSIBLE ROUTE FROM SITE ARRIVAL POINTS

NUMBER OF ACCESSIBLE PARKING SPACES 2 REQUIRED, 2 PROVIDED

YES

YES

YES

YES

PROJECT COMPLIES?REFERENCEIBC

YES

YES

YES

YES

YES

YES

YES

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

REFERENCE

COVER SHEET

WALKER

ARCHITECTS,

GAINESVILLE, FL

/2

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4/29/2024

G0.03TW

CODE COMPLIANCE

229154

NPS FIRE OPERATIONS CENTER AT

BIG CYPRESS NATIONAL PRESERVE

15. ENERGY EFFICIENCY - COMMERCIAL14. INTERIOR FINISHES

WALL AND CEILING FINISHES (FBC TABLE 803.11)

CLASS A = FLAME SPREAD 0-25, SMOKE DEVELOPED 0-450

CLASS B = FLAME SPREAD 26-75, SMOKE DEVELOPED 0-450

CLASS C = FLAME SPREAD 76-200, SMOKE DEVELOPED 0-450

GROUP: B

SPRINKLERED: NO

SPACE CLASS REQUIRED CLASS SPECIFIED

INTERIOR EXITS B B

CORRIDORS AND EXIT ACCESS C C

ROOMS AND SPACES C C

CLIMATE ZONE: 1A (ENERGY - TABLE C301.1)

COMPLIANCE PATH: PERFORMANCE / PRESCRIPTIVE

OPAQUE THERMAL ENVELOPE ASSEMBLIES (C402.2, PRESCRIPTIVE)

ELEMENT REQUIRED PROVIDED

ROOF, INSULATION ABOVE DECK NA* R-19 + R-11 LS

WALLS, METAL FRAMED NA* R13 + R6.5ci

WALLS, BELOW GRADE NA* NOT REQUIRED

FLOORS, JOIST/FRAMING NA* NOT REQUIRED

FLOORS, SLAB ON GRADE NA* NOT REQUIRED

DOORS, OPAQUE NA* R4.75

* PROJECT FOLLOWS PERFORMANCE ENERGY MODEL PATH, NO PRESCRIPTIVE REQUIREMENT

ROOF SOLAR REFLECTANCE AND THERMAL EMITTANCE (C402.3, PRESCRIPTIVE)

REQUIRED PROVIDED

3-YEAR AGED SR OF 0.63 AND

3 YEAR AGED THERMAL EMITTANCE OF 0.75 SR: 0.67 TE: 0.87

OR

3-YEAR AGED SRI OF 75 SRI: 81

FENESTRATION (C402.4, PRESCRIPTIVE)

ELEMENT REQUIRED PROVIDED

U-FACTOR

FIXED NA* 0.50

OPERABLE NA* 0.65

ENTRANCE DOORS NA* 1.10

SHGC

SOUTH, EAST, WEST NA* 0.25

NORTH NA* 0.35

SKYLIGHTS

U-FACTOR NA* NO SKYLIGHTS

SHGC NA* NO SKYLIGHTS

MAXIMUM AREA, VERTICAL NA*

MAXIMUM AREA, SKYLIGHTS NA*

* PROJECT FOLLOWS PERFORMANCE ENERGY MODEL PATH, NO PRESCRIPTIVE REQUIREMENT

FLOOR FINISHES (FBC 804.4.2)

CLASS I = MINIMUM CRITICAL RADIANT FLUX 0.45 WATTS/CM2

CLASS II = MINIMUM CRITICAL RADIANT FLUX 0.22 WATTS/CM2

GROUP: B

SPRINKLERED: YES

CLASS REQUIRED CLASS SPECIFIED

II II

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

REFERENCE

COVER SHEET

WALKER

ARCHITECTS,

GAINESVILLE, FL

/2

/2

:3

:1

P

M

AI

AI

4/29/2024

G0.04TW

CODE COMPLIANCE

229154

NPS FIRE OPERATIONS CENTER AT

BIG CYPRESS NATIONAL PRESERVE

TOTAL EXIT TRAVEL DISTANCE

(Two distinct paths to exit available.)

Maximum: 300'

EGRESS WIDTH PROVIDED

(INCHES, xx")

EGRESS CAPACITY PROVIDED

(PERSONS)

EGRESS CAPACITY UTILIZED

(PERSONS)

COMMON PATH OF EGRESS

TRAVEL DISTANCE

(Portion of exit access travel distance prior to having two distinct paths to exit) Maximum: 100'

GENERAL NOTE:

PROVIDE TACTILE EXIT SIGNAGE AT EACH REQUIRED EXIT DOOR.

CITATION REFERENCE: FBC-B (2020) 1013.4, & NFPA 101 (2018) 7.10.1.3.

PLAN LEGEND

FIRE EXTINGUISHER CABINET

(MOUNT WITH CENTER OF CABINET

36" ABOVE FINISH FLOOR)

E

F.E.C.

LIGHTED EXIT SIGN WITH BATTERY

BACK-UP

(SEE ELECTRICAL)

BUSINESS (BUSINESS OCC):

AREA CALCULATION 1/150 gsf

EXIT

D EXIT DISCHARGE

ACCESSORY MECHANICAL (BUSINESS OCC):

AREA CALCULATION 1/300 gsf

ACCESSORY STORAGE (BUSINESS OCC):

AREA CALCULATION 1/300 gsf

EXERCISE (BUSINESS OCC):

AREA CALCULATION 1/50 gsf

0 0

Distance: x'-x"

Total

Distance: x'-x"

Common

SPACE USE

ACCESSORY EQUIPMENT (BUSINESS OCC):

AREA CALCULATION 1/300 gsf

A

B C

D E F

G

3,196 SF

BUSINESS

140 SF

ACCESSORY

MECHANICAL

89 SF

BUSINESS

100 SF

ACCESSORY

EQUIPMENT

100 SF

ACCESSORY

EQUIPMENT

384 SF

ACCESSORY

STORAGE

100 SF

ACCESSORY

STORAGE

E D

D

E

F.E.C.

F.E.C.

859 SF

EXERCISE

FLOOR AREA INSIDE EXTERIO WALLS = 4,971 GSF

BASE BID - BUILDING AREA UNDER

HORIZONTAL PROJECTION OF THE

ROOF = 6,338 SF

OPTION - BUILDING AREA UNDER

HORIZONTAL PROJECTION OF THE

ROOF = 1,457 SF

BUILDING AREA UNDER

HORIZONTAL PROJECTION OF THE

ROOF INCLUDING BASE BID AND

OPTION = 7,795 SF

EXTERIOR FLOOR AREA = 1, 329 SF

TO PUBLIC WAY

MAXIMUM TRAVEL

DISTANCE TO EXIT =

79'-0" < 300' = OK

TO PUBLIC WAY

MAXIMUM TRAVEL

DISTANCE TO EXIT =

116'-0" < 300' = OK

66 330

EXIT DOOR

COMMON PATH =

0-0" < 100' = OK

EGRESS PATH

SERVES MAXIMUM

21 PEOPLE < 30

66 330

EXIT DOOR

CORRIDORS

SERVES MAXIMUM

21 PEOPLE < 30

ACCESSORY EQUIPMMENT: 198 GSF

ACCESSORY MECHANICAL: 258

ACCESSORY STORAGE: 497

BUSINESS: 3,159 GSF

EXERCISE: 859 GSF

TOTAL OCCUPIABLE FLOOR AREA = 4,971 SF

TOTAL OCCUPANTS = 42

MIN. EGRESS DOOR WIDTH REQD. = 8 INCH

33 INCH PROVIDED

* FLOOR AREA TABULATION

* SEE CODE COMPLIANCE SUMMARY

B A

S E

B

ID

C L

IN

WHEELCHAIR MAXIMUM

TRAVEL DISTANCE TO

GRADE LEVEL

= 85'-0"

OCCUPANT LOAD SCHEDULE

LEVEL FUNCTION OF SPACE (FBC-B 1004.5) AREA

OCCUPANT LOAD

FACTOR (FBC-B 1004.5)

OCCUPANT

LOAD

MIN. EGRESS

WIDTH

(INCHES)

MIN. EGRESS

WIDTH ON

STAIRS

(INCHES) COMMENTS

LEVEL 1 ACCESSORY EQUIPMENT 100 SF 300 SF 0.33 0.07 0.10

LEVEL 1 ACCESSORY EQUIPMENT 100 SF 300 SF 0.33 0.07 0.10

LEVEL 1 ACCESSORY MECHANICAL 140 SF 300 SF 0.47 0.09 0.14

LEVEL 1 ACCESSORY STORAGE 384 SF 300 SF 1.28 0.26 0.38

LEVEL 1 ACCESSORY STORAGE 100 SF 300 SF 0.33 0.07 0.10

LEVEL 1 BUSINESS 3,196 SF 150 SF 21.31 4.26 6.39

LEVEL 1 BUSINESS 89 SF 150 SF 0.59 0.12 0.18

LEVEL 1 EXERCISE 859 SF 50 SF 17.18 3.44 5.15

4,969 SF 41.83 8.37 12.55

3/16" = 1'-0"

FLOOR PLAN - LEVEL 1 - LIFE SAFETY

N

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

REFERENCE

COVER SHEET

WALKER

ARCHITECTS,

GAINESVILLE, FL

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G1.01TW

LEVEL 1 LIFE SAFETY PLAN

229154

NPS FIRE OPERATIONS CENTER AT

BIG CYPRESS NATIONAL PRESERVE

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME: MGM

TFC

03/12/2024

DHY SHEETNPS FIRE OPERATIONS CENTER AT

BIG CYPRESS NATIONAL PRESERVE

SUB:

CHW, INC.

WALKER

ARCHITECTS,

GAINESVILLE, FL

GAINESVILLE, FL

1. THE TOPOGRAPHIC AND EXISTING INFORMATION SHOWN HEREON WERE TAKEN FROM A TOPOGRAPHIC SURVEY PREPARED BY CHW, AND DATED

OCTOBER 24, 2022.

2. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAS BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. THE RESPECTIVE UTILITY COMPANIES SHALL RELOCATE ALL UTILITIES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY COMPANIES DURING THE RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.

3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE APPROPRIATE UTILITY COMPANIES IN ORDER TO ALLOW MARKING OF THE LOCATIONS OF EXISTING UNDERGROUND FACILITIES IN ADVANCE OF CONSTRUCTION BY CALLING THE FLORIDA SUNSHINE STATE ONE-CALL CENTER, INC. AT 1-800-432-4770 OR 811. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "SUNSHINE" 48 HOURS PRIOR TO ANY CLEARING OF CONSTRUCTION TO IDENTIFY ALL UTILITY LOCATIONS. NO

CONSTRUCTION ACTIVITY MAY OCCUR UNTIL THE UTILITIES HAVE BEEN PROPERLY MARKED.

4. THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL LOCATION AND VERTICAL LOCATION OF ALL EXISTING UTILITIES WITHIN THE LIMITS OF THE PROJECT ENVELOPE SHOWN PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL CALL ALL UTILITY COMPANIES TO HAVE THE LOCATIONS OF ALL UTILITIES FIELD MARKED PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF

THE ENGINEER PRIOR TO CONTINUING CONSTRUCTION.

5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND THAT MAY OCCUR AS A

RESULT OF THE WORK PERFORMED BY THE CONTRACTOR.

6. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK, UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO

OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED.

7. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING

JURISDICTION OVER THE WORK INCLUDING LANDSCAPING.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SCHEDULE INSPECTIONS

ACCORDING TO AGENCY AND/OR MUNICIPALITY INSTRUCTIONS.

9. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND SHALL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED, AND PERMITTED THROUGH LOCAL GOVERNMENTAL AGENCIES AND WATER MANAGEMENT DISTRICT PER CURRENT REGULATIONS AT THE SOLE COST OF THE

CONTRACTOR.

11. CONTRACTOR TO REVIEW GEOTECHNICAL REPORT AND BORINGS PRIOR TO BIDDING THE PROJECT AND FOLLOW OUTLINED CONSTRUCTION

TECHNIQUES.

12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SERVICES OF AN APPROVED TESTING LABORATORY AND/OR SOILS ENGINEER, APPLICABLE REGULATORY AGENCIES, AND AS MAY BE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS OR SPECIFICATIONS. CONTRACTOR TO VERIFY ALL TESTING WITH THE OWNER PRIOR TO COMMENCING CONSTRUCTION. UPON COMPLETION OF THE WORK, THE TESTING LABORATORY AND/OR SOILS ENGINEER MUST SUBMIT TO THE OWNER'S ENGINEER CERTIFICATIONS STATING THAT ALL

REQUIREMENTS HAVE BEEN MET.

13. INSTALL SILT FENCE PRIOR TO SITE DEMOLITION OR NEW SITE CONSTRUCTION. INSTALL SILT FENCE PER FLORIDA STORMWATER EROSION AND SEDIMENTATION CONTROL INSPECTOR'S MANUAL AND PROVIDE TOE-IN. THE CONTRACTOR SHALL MAINTAIN THE SILT FENCE IN WORKING ORDER THROUGHOUT THE CONSTRUCTION PHASE. THE PROJECT SILT FENCE SHALL BE INSPECTED DAILY AND ANY CORRECTIVE MEASURES SHALL BE

COMPLETED WITHIN 24 HOURS.

14. ALL TREE BARRICADES AND SILT FENCING SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION ACTIVITIES.

15. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.

16. ALL DELETERIOUS MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE OWNER'S ENGINEER OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED AND REMOVED FROM THE SITE. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE AREAS.

17. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS SHALL BE SODDED, SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL, AS DIRECTED BY THESE PLANS, IMMEDIATELY FOLLOWING

CONSTRUCTION PER LOCAL INSPECTOR.

18. WORK BEING PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON THE SITE BY OTHER CONTRACTORS AND/OR UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE

NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES.

19. ALL PAVEMENT DIMENSIONS SHOWN ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

20. THE GOVERNING STANDARDS AND SPECIFICATIONS, UNLESS STATED OTHERWISE SHALL BE PER FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PLANS (FY 2023-24 ROAD CONSTRUCTION) AND STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION DATED JANUARY 2023, AS AMENDED BY CONTRACT DOCUMENTS. ALL MATERIALS AND METHODS SHALL MEET FDOT SPECIFICATIONS AND SHALL BE PRODUCED OR

OBTAINED FROM AN FDOT APPROVED SOURCE.

21. ALL NEW TRAFFIC CONTROL DEVICES (SIGNS AND PAVEMENT MARKINGS) SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES (MUTCD) AND FDOT STANDARDS.

22. ALL STRIPING WITHIN THE FDOT RIGHT OF WAY SHALL BE PLACED FIRST AS TEMPORARY STRIPING FOLLOWED BY APPLICATION OF

THERMOPLASTIC STRIPING 30 DAYS LATER.

23. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER BENCHMARKS ON-SITE. EXISTING BENCH MARKS SCHEDULED FOR REMOVAL SHALL BE

RELOCATED AT CONTRACTORS EXPENSE AND RE-ESTABLISHED BY A LICENSED SURVEYOR.

24. ALL HANDICAP RAMPS SHALL COMPLY WITH THE FLORIDA ACCESSIBILITY CODE AND AMERICANS WITH DISABILITIES ACT.

25. A PRE-CONSTRUCTION CONFERENCE SHALL BE REQUIRED. THE CONTRACTOR, ENGINEER OF RECORD, AND THE OWNER SHALL MEET PRIOR TO

INITIATION OF SITE CONSTRUCTION.

26. ANY CHANGE ORDER REQUESTS, SITE REVISIONS, AND PAY REQUESTS MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD.

27. CONTRACTOR IS RESPONSIBLE FOR ALL DEWATERING AS NEEDED THROUGHOUT ALL CONSTRUCTION ACTIVITIES COVERED BY THESE PLANS.

DEWATERING SHALL BE DONE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS, 2023 EDITION, SECTION 120.

28. THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE AND COST OF ALL CLEARING AND GRUBBING AND ALL WORK OF REMOVAL, DISPOSAL, AND REPAIR OR REPLACEMENT OF EXISTING IMPROVEMENTS WHERE SHOWN IN THE PLANS, OR ORDERED BY THE ENGINEER TO BE REMOVED, OR WHERE REQUIRED BECAUSE OF THE CONSTRUCTION OPERATIONS, IN ORDER TO CONSTRUCT THE PROPOSED IMPROVEMENTS (THIS INCLUDES BUT IS

NOT LIMITED TO PROPOSED PIPING, STRUCTURES, UTILITIES, PAVING, CURBING, ETC.).

29. AN AS-BUILT SURVEY MAY BE REQUIRED BY REGULATORY AGENCIES. CONTRACTOR TO COORDINATE WITH PROJECT OWNER FOR COMPLETION OF

AS-BUILT SURVEYS PRIOR TO PROJECT / PERMIT CLOSE-OUT.

1. THE CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ALL DEMOLITION MATERIALS IN A SAFE AND LAWFUL MANNER. THE CONTRACTOR SHALL SALVAGE TO THE OWNER ANY ITEM AS DETERMINED BY THE OWNER. ONCE DEMOLISHED, MATERIAL SHALL BE DISPOSED OF PROPERLY AND

IMMEDIATELY.

2. REMOVE ALL IMPROVEMENTS DEFINED ON THE DEMOLITION PLAN. SALVAGE ITEMS TO OWNER AS DEFINED BY THE OWNER'S REPRESENTATIVE AND

CONSTRUCTION DOCUMENT SPECIFICATIONS.

3. EXISTING PAVEMENT AND SIDEWALK EDGES THAT BORDER NEW CONSTRUCTION OR DEMOLITION ARE TO BE SAW-CUT TO PROVIDE A SMOOTH

TRANSITION.

4. ALL EXISTING TREES ARE TO REMAIN UNLESS OTHERWISE NOTED.

5. ROOTS LARGER THAN 1 INCH IN DIAMETER ON TREES TO BE PRESERVED THAT ARE ENCOUNTERED DURING CONSTRUCTION MUST BE CUT CLEANLY

AND COVERED OVER WITH SOIL BY THE END OF THE WORKING DAY.

6. ALL ASPHALT AND LIMEROCK WILL BE COMPLETELY REMOVED FROM AREAS THAT WILL BE LANDSCAPED. IN PARTICULAR, AREAS WHERE ASPHALT WILL BE REMOVED MUST HAVE THE TOP HARD SURFACE, LIMEROCK, AND COMPACTED SOIL REMOVED. REPLACEMENT SOIL SHALL BE CLEAN DEEP FILL OF PH 5.5 - 6.5. THE DEPTH OF UNCOMPACTED SOIL PRIOR TO PLANTING MUST BE AT LEAST 3 FEET TO ACCOMMODATE FUTURE TREE ROOT GROWTH.

NO LIMEROCK, LARGE STONES, OR OTHER CONSTRUCTION DEBRIS CAN REMAIN IN AREAS TO BE LANDSCAPED.

1. THE CONTRACTOR IS RESPONSIBLE FOR EROSION/SEDIMENTATION CONTROL PRACTICES DURING CONSTRUCTION TO MINIMIZE ON-SITE EROSION/SEDIMENTATION AND TO PROTECT AGAINST DAMAGE TO OFF SITE PROPERTY. THE FOLLOWING PRACTICES SHALL BE EMPLOYED:

A. EROSION AND SEDIMENTATION CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. AREAS OF OFF-SITE DISCHARGE DURING CONSTRUCTION SHALL BE PROTECTED WITH A SEDIMENT BARRIER PER FLORIDA STORMWATER EROSION AND SEDIMENTATION CONTROL INSPECTOR'S MANUAL TO PREVENT OFF-SITE DISCHARGE OF SEDIMENTS. A SILT BARRIER SHALL SPECIFICALLY BE REQUIRED, CONSTRUCTED, AND MAINTAINED AS INDICATED ON THIS SHEET. TEMPORARY SEED AND MULCH SHOULD BE USED TO CONTROL ON-SITE EROSION WHEN IT IS NOT PRACTICAL TO ESTABLISH PERMANENT VEGETATION. SOD SHALL BE PLACED AS EARLY AS POSSIBLE ON ALL SLOPES STEEPER THAN 5 (FT) HORIZONTAL TO 1 (FT) VERTICAL. SOD SHALL BE PINNED AS REQUIRED. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED IN WORKING ORDER THROUGHOUT THE CONSTRUCTION PHASE. THE CONTRACTOR SHALL INSPECT AND REPAIR AS NECESSARY THE EROSION/SEDIMENTATION

PROTECTION AT THE END OF EACH WORKING DAY.

NOTE: EROSION/SEDIMENTATION CONTROL SHALL BE PLACED PRIOR TO SITE EXCAVATION AND SHALL REMAIN IN PLACE UNTIL SITE VEGETATION

AND LANDSCAPING IS COMPLETE.

B. ALL INLET STRUCTURES AND PIPE SHALL BE PROTECTED FROM SILTATION BY CONSTRUCTING INLET PROTECTION AS DEFINED BY THESE PLANS OR IN THE FDOT STANDARDS. IF SILTATION OCCURS, THE CONTRACTOR IS RESPONSIBLE TO REMOVE SILTATION AS PART OF THE BASE CONTRACT AT

NO ADDITIONAL COST TO THE OWNER.

C. PERMANENT VEGETATIVE STABILIZATION SHALL BE APPLIED ON FINE GRADED SITES AS SOON AS PRACTICAL. TEMPORARY SEEDING SHOULD BE EMPLOYED TO PREVENT EXPOSURE OF BARREN SOILS UNTIL PERMANENT VEGETATION CAN BE APPLIED.

D. ALL SLOPES 1:3 OR STEEPER REQUIRE LAPPED OR PEGGED SOD.

E. EROSION, SEDIMENT AND TURBIDITY CONTROL ARE THE RESPONSIBILITY OF THE CONTRACTOR. THESE DELINEATED MEASURES ARE THE MINIMUM REQUIRED, WITH ADDITIONAL CONTROLS TO BE UTILIZED AS NEEDED, DEPENDENT UPON ACTUAL SITE CONDITIONS AND CONSTRUCTION OPERATION.

F. ALL SYNTHETIC BALES, SILT FENCE, AND OTHER EROSION CONTROL MEASURES SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT.

2. THE CONTRACTOR SHALL MAINTAIN IN HIS POSSESSION A COPY OF THE WATER MANAGEMENT DISTRICT CONSTRUCTION PERMIT. HE SHALL BE

RESPONSIBLE FOR ADHERENCE TO ALL CONDITIONS CONTAINED IN THE PERMIT.

3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS.

4. CONTRACTOR SHALL SUBMIT FOR REVIEW TO THE OWNER AND OWNER'S ENGINEER SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS TO BE USED ON THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. ENGINEER'S APPROVAL OF A SHOP DRAWING DOES NOT RELIEVE THE CONTRACTOR'S RESPONSIBILITY FOR THE PERFORMANCE OF THE ITEM.

5. THE COST OF ALL TESTING OF COMPACTION AND OTHER REQUIRED TESTS SHALL BE PAID BY THE CONTRACTOR AND MADE AVAILABLE TO THE

ENGINEER OF RECORD DURING SITE INSPECTIONS.

6. GENERAL CONTRACTOR TO CONTACT ENGINEER OF RECORD AND THE OWNER REPRESENTATIVE 48 HOURS IN ADVANCE PRIOR TO BACKFILLING

TRENCHES FOR FIELD INSPECTION AND PRIOR TO LAYING ASPHALT FOR FIELD INSPECTION.

7. CONTRACTOR IS TO SUBMIT FDOT APPROVED ASPHALT DESIGN MIXES TO THE OWNER'S REPRESENTATIVE AND ENGINEER OF RECORD BEFORE ANY WORK IS TO COMMENCE ON PROJECT. THE MIXTURE AT THE PLANT OR ON THE ROAD SHALL NOT EXCEED 335 DEGREES. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AND PROVIDE TEMPERATURE READINGS PRIOR TO LAYING ASPHALT.

8. AS DETERMINED NECESSARY AND DIRECTED BY THE OWNER'S REPRESENTATIVE AND ENGINEER OF RECORD, THE CONTRACTOR SHALL UNDERCUT ALL UNSUITABLE MATERIAL 24 INCHES BELOW THE BOTTOM OF ANY PROPOSED LIMEROCK BASE, AND SHALL BACKFILL WITH FILL MATERIAL MEETING FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. SEE FDOT INDEX 120-001 AND 120-002.

9. PROVIDE LEVEL PLATFORM IN FRONT OF ALL EGRESS DOORS. THE FLOOR SURFACE ON BOTH SIDES OF A DOOR SHALL BE AT THE SAME ELEVATION.

THE FLOOR SURFACE OR LANDING ON EACH SIDE OF THE DOOR SHALL EXTEND FROM THE DOOR IN THE CLOSED POSITION A DISTANCE EQUAL TO THE DOOR WIDTH AND SHALL COMPLY WITH SECTION 4.13.6 MANEUVERING CLEARANCES AT DOORS OF THE FLORIDA ACCESSIBILITY CODE FOR BUILDING

CONSTRUCTION.

10. THE CONTRACTOR SHALL STOCKPILE TOPSOIL AND CONSTRUCTION MATERIALS IN AREAS DESIGNATED BY THE OWNER.

11. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING RECORD DRAWINGS OR AS-BUILT SURVEY AS NOTED IN NOTE #29 UNDER SITE GENERAL NOTES.

12. ALL CONCRETE USED SHALL BE 2,500 PSI MINIMUM.

13. ALL WELLS, CLEANOUTS, MANHOLE TOPS, PULL BOX COVERS AND OTHER UTILITY APPURTENANCES IN THE AREA OF REDEVELOPMENT SHALL BE

PROTECTED AND TOPS ADJUSTED TO MATCH PROPOSED GRADES.

14. CONTRACTOR SHALL SAW CUT, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS ANY EXISTING PAVEMENT.

15. SOD SHALL BE PLACED AROUND ALL STRUCTURES AS DIRECTED BY FDOT INDEX 524-001 AND FDOT INDEX 425- AND 430- SERIES AS APPROPRIATE.

ALL OTHER DISTURBED AREAS SHALL BE SEEDED AND MULCHED.

16. ALL STORM SEWER CURB AND DITCH BOTTOM INLETS SHALL CONFORM TO THE APPLICABLE FDOT STANDARD PLANS ALL DRAINAGE STRUCTURES WITH GRATES THAT ARE LOCATED IN GRASSED AREAS SHALL HAVE THE GRATE CHAINED TO THE STRUCTURE USING AN EYE BOLT AND CHAIN.

17. ALL CONCRETE STRUCTURES SHALL HAVE ALL EXPOSED EDGES CHAMFERED 3/4" AND CLASS I SURFACE FINISH.

18. ALL HDPE FITTINGS AND CONNECTORS SHALL BE WATER TIGHT. SEE SPECIFICATIONS FOR MORE INFORMATION.

19. COMPACTION OF ALL MATERIALS SHALL BE LIMITED TO STATIC MODE ONLY, UNLESS DIRECTED OTHERWISE BY THE ENGINEER OF RECORD.

20. ALL RCP PIPE JOINTS SHALL BE WRAPPED WITH FILTER FABRIC IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION SECTION 430.

1. ALL ELECTRICAL UTILITIES AND INFORMATION SHOWN ON THE CIVIL PLANS ARE FOR LOCATION AND COORDINATION PURPOSES ONLY. REFER TO

ELECTRICAL PLANS BY OTHERS FOR THE ELECTRICAL DESIGN AND DETAILS.

1. ALL CONSTRUCTION MATERIALS AND METHODS FOR POTABLE WATER, WASTEWATER, AND RECLAIMED WATER SYSTEMS SHALL CONFORM TO NPS MOST RECENT POTABLE WATER, WASTEWATER, & RECLAIMED WATER SYSTEM DESIGN STANDARDS AND APPROVED MATERIALS MANUAL.

2. POTABLE WATER AND WASTEWATER MAINS SHALL MAINTAIN A MINIMUM 10 FEET HORIZONTAL AND 1.5 FOOT VERTICAL SEPARATION.

3. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET FOR POTABLE WATER MAINS, WASTEWATER FORCE MAINS, AND RECLAIMED WATER MAINS, AND 15 FEET FOR GRAVITY WASTEWATER MAINS SHALL BE PROVIDED AND MAINTAINED FROM BUILDINGS, TRANSFORMERS, AND ALL PERMANENT STRUCTURES. SERVICE LATERALS REQUIRE 5 FEET LESS CLEARANCE FOR EACH OF THE UTILITIES.

4. 2" VALVES LOCATED IN PAVED AREAS, INCLUDING SIDEWALKS, SHALL BE GRU APPROVED CAST IRON, RESILIENT SEAT GATE VALVES WITH STANDARD 2" OPERATING NUT, THREADED WITH BRASS NIPPLE BETWEEN THE VALVES AND TAPPING SADDLE OR TAPPED TEE.

5. ANCHORING TEES, COUPLINGS, AND BENDS SHALL BE USED ON ALL FIRE HYDRANT ASSEMBLIES.

6. ALL PRESSURIZED MAIN FITTINGS SHALL BE MECHANICAL JOINT WITH RESTRAINED JOINT GLANDS.

7. ALL SANITARY WASTEWATER SERVICE LATERALS SHALL BE MIN. 4” DIAMETER PVC (SDR 26) AT 1.00% MIN. SLOPE UNLESS OTHERWISE LABELED.

8. WASTEWATER CLEANOUT COVERS LOCATED WITHIN PAVEMENT AND SIDEWALKS ADJACENT TO PAVED AREAS SHALL BE RATED FOR TRAFFIC LOAD BEARING. WASTEWATER CLEANOUT COVERS IN OTHER SIDEWALKS/WALKWAYS SHALL BE BRASS WITH A SQUARE RECESS.

9. MANHOLES WHICH ARE NOT INSTALLED UNDER PAVEMENT SHALL HAVE A RIM ELEVATION AT LEAST 6” ABOVE FINISHED GRADE, AND A 10:1 SLOPE

TO FINISHED GRADE.

PRINCIPLE POST

POSITION (CANTED

20° TOWARD FLOW)

OPTIONAL

POST POSITIONS

POST (OPTIONS: 2" X 4" OR

2 1/2" MIN. DIA. WOOD; STEEL

1.33 LBS/FT. MIN.)

FILTER FABRIC (IN

CONFORMANCE WITH

SEC. 985 FDOT SPEC.)

T

O

O

R M

O R

E

M

IN

ELEVATION

SILT FLOW

SECTION

V E R

T

IC

A L

20°

FILTER FABRIC

NTS

6' MAX.

MIN. LBR 40 COMPACTION 98%

2" TYPE SP-12.5

ASPHALTIC CONCRETE

AASHTO T-180

MIN. LBR 150 COMPACTION 98%

8" CRUSHED CONCRETE BASE

12" STABILIZED TYPE B SUBGRADE

AASHTO T-180

NTS

NOTES:

1. SAWCUT CONTROL JOINTS SHALL BE CONSTRUCTED 5 FEET ON

CENTER

2. EXPANSION JOINTS WITH PREFORMED JOINT FILLER SHALL BE

CONSTRUCTED BETWEEN ALL FIXED OBJECTS AND WALK AND AT

CONSTRUCTION JOINTS.

NTS

6"

WIDTH - SEE SITE PLAN

THICK SLAB EDGE

PAVEMENT

MAX. 2%SLOPE

4" THICK CONC.SLAB

(2500 PSI, CLASS NS) ON CLEAN

COMPACTED EARTH FILL.

NTS

PLACE THE END POST OF

ONE FENCE INSIDE THE END

POST OF THE OTHER FENCE

ROTATE BOTH POSTS AT LEAST

180° IN A CLOCKWISE DIRECTION

TO CREATE A TIGHT SEAL WITH

THE FABRIC MATERIAL

DRIVE BOTH POSTS ABOUT

12" INTO THE GROUND AND

BURY THE FLAP IN A TRENCH

FOR ATTACHING TWO SILT FENCES WHEN TRENCHING IS USED

RUNOFF

RUNOFF

NTS

BRIGHTLY COLOR MESH

CONSTRUCTION FENCING

ATTACHED WITH TWIST

WIRE CONNECTOR

EXISTING GRADE TO

REMAIN UNDISTURBED

TREE TO REMAIN

1" ANGLE IRON

CORNER POSTS, MAX.

10' O.C.

PLACE BARRICADES AT

DRIPLINE UNLESS OTHERWISE

INDICATED ON THE PLANS

M

IN

M

IN

TREE PROTECTION NOTES

1) PROTECTIVE BARRIERS SHALL BE CONSTRUCTED, AS NECESSARY, TO

PREVENT THE DESTRUCTION OR DAMAGING OF REGULATED TREES THAT

ARE LOCATED WITHIN 50 FEET OF ANY CONSTRUCTION ACTIVITY OR

STORAGE OF EQUIPMENT AND MATERIALS.

2) PROTECTIVE BARRIERS SHALL BE PLAINLY VISIBLE AND SHALL CREATE

A CONTINUOUS BOUNDARY AROUND TREES OR VEGETATION CLUSTERS IN

ORDER TO PREVENT ENCROACHMENT BY MACHINERY, VEHICLES OR

STORED MATERIALS.

3) NO TRENCHING ALLOWED WITHIN THE PROTECTIVE BARRIER ZONE.

HAND DIG TO INSTALL UTILITY IF APPROVED BY CITY MANAGER OR

DESIGNEE. WHERE ROOTS GREATER THAN ONE INCH IN DIAMETER ARE

DAMAGED OR EXPOSED, THEY SHALL BE CUT CLEANLY AND RE-COVERED

WITH SOIL WITHIN ONE HOUR OF DAMAGE OR EXPOSURE.

4) PROTECTIVE BARRIERS SHALL REMAIN IN PLACE AND INTACT UNTIL

SUCH TIME AS LANDSCAPE OPERATIONS BEGIN.

5) LANDSCAPE PREPARATION IN THE PROTECTED AREA SHALL BE LIMITED

TO SHALLOW DISCING OF THE AREA. DISCING SHALL BE LIMITED TO A

DEPTH OF 4 INCHES.

6) NO BUILDING MATERIALS, MACHINERY OR HARMFUL CHEMICALS SHALL

BE PLACED WITHIN PROTECTIVE BARRIERS.

7) THE AMERICAN NATIONAL STANDARDS INSTITUTE A-300 PART V:

MANAGEMENT OF TREES AND SHRUBS DURING SITE PLANNING, SITE

DEVELOPMENT, AND SITE CONSTRUCTION OR OTHER NATIONALLY

RECOGNIZED ARBORICULTURAL STANDARDS SHALL BE USED AS

GUIDELINES FOR TREE PROTECTION, PLANTING, PRUNING AND CARE

DURING DEVELOPMENT AND CONSTRUCTION.

NTS

3000 PSI CONCRETE

SAWCUT @ 10' O.C.

GRASS PARKING

6"

ASPHALT PAVEMENT

5" CONCRETE, 4000 PSI

CONTRACTION JOINTS @ 12' O/C (SEAL JOINT)

EXPANSION JOINTS @ 100' O/C

NOTE: CONCRETE PAVEMENT & JOINTS SHALL

NTS

BE CONSTRUCTED TO FC & PA STANDARDS.

6" STABILIZED BASE, LBR 40

NTS

4" NO. 57 STONE (UNYIELDING)

PERMEABLE WEED BARRIER

12" UNYIELDING

SUBGRADE1

DITCH WIDTH (w) + 2'

REPLACEMENT STRUCTURAL

NTS

18"

COURSE AND FRICTION COURSE

8" LIMEROCK BASE

SEE NOTE #3

EXISTING ASPHALT

PAVEMENT

REPLACEMENT BASE

12"12"

VARIES

DITCH WIDTH (w)

STAGE #2 BACKFILL *

SEE NOTES

SEE NOTES

NOTES:

1. IN STAGE #1, CONSTRUCT COMPACTED FILL BENEATH THE HAUNCHES OF THE PIPE, USING MECHANICAL TAMPS SUITABLE FOR THIS PURPOSE. THIS COMPACTION APPLIES TO THE MATERIAL PLACED BENEATH THE HAUNCHES OF THE PIPE AND

ABOVE ANY BEDDING.

2. IN STAGE #2, CONSTRUCT COMPACTED FILL ALONG THE SIDES OF THE PIPE AND UP TO THE BOTTOM OF THE BASE, WITH THE UPPER 12" RECEIVING TYPE B STABILIZATION. IN LIEU OF TYPE B STABILIZATION, THE CONTRACTOR MAY CONSTRUCT

USING OPTIONAL BASE GROUP 3.

3. NEW 8" LIMEROCK BASE SHALL BE COMPACTED TO NOT LESS THAN 98% OF MAX DENSITY AS SPECIFIED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION 200-7.2. THE WIDTH OF THE LIMEROCK BASE SHALL BE THE

WIDTH OF THE PIPE TRENCH PLUS 18" ON BOTH SIDES SEE DETAIL.

4. UNLESS OTHERWISE SPECIFIED, MATERIALS AND METHODS OF OPERATION REQUIRED TO INSTALL NEW AND REPLACEMENT PAVEMENT SHALL BE IN ACCORDANCE WITH THE LATEST APPLICABLE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

5. PAVEMENT SHALL BE REMOVED TO NEATLY SAWED STRAIGHT EDGES.

6. THE TYPE AND THICKNESS OF THE NEW SURFACE MATERIAL SHALL BE CONSISTENT WITH THAT OF THE EXISTING SURFACE, BUT IN ALL CASES SHALL MEET THE MINIMUM STANDARDS ESTABLISHED BY THE PLANS AND SPECIFICATIONS.

7. THE BACKFILLING AND PAVEMENT REPLACEMENT MUST BE DONE IN ACCORDANCE WITH FDOT INDEX 125-001.

STAGE #1 BACKFILL *

C0.01

GENERAL NOTES AND

DETAILS

NTS

12"

STORM

ELBOW

WYE

PVC STORM

RISER

PVC

STORM

WATER TIGHT

SEAL

EXTEND EXISTING

DOWNSPOUT WITH

ELBOW

EXISTING

DOWNSPOUT

NTS

TOP ZONE

COVER ZONE

LOWEST ZONE

BEDDING ZONE

1.