B08_Section_J_Attachment_3_Drawings.pdf

DEPARTMENT OF THE INTERIORDEPARTMENT OF THE INTERIORDEPARTMENT OF THE INTERIORDEPARTMENT OF THE INTERIOR

UNITED STATESUNITED STATESUNITED STATESUNITED STATES

NATIONAL PARK SERVICENATIONAL PARK SERVICENATIONAL PARK SERVICENATIONAL PARK SERVICE DENVER SERVICE CENTERDENVER SERVICE CENTERDENVER SERVICE CENTERDENVER SERVICE CENTER OF

PMIS/PKG NO

SHEET

STATESTATESTATESTATEREGIONREGIONREGIONREGION

LOCATION WITHIN PARK

NAME OF PARKNAME OF PARKNAME OF PARKNAME OF PARK

TITLE OF PROJECT DRAWING NO.

666622228888

111177775555333300008888

COUNTYCOUNTYCOUNTYCOUNTY

REVISIONSREVISIONSREVISIONSREVISIONS DateDateDateDate InitialInitialInitialInitialSheetSheetSheetSheetMarkMarkMarkMark QUALITY DESIGN CERTIFICATIONQUALITY DESIGN CERTIFICATIONQUALITY DESIGN CERTIFICATIONQUALITY DESIGN CERTIFICATION

Prepared in Accordance with Design Prepared in Accordance with Design Prepared in Accordance with Design Prepared in Accordance with Design Development (Title 1)Development (Title 1)Development (Title 1)Development (Title 1) OROROROR Drawing No.Drawing No.Drawing No.Drawing No.

Variance from Design Development (Title 1) Variance from Design Development (Title 1) Variance from Design Development (Title 1) Variance from Design Development (Title 1) Approved by Superintendent onApproved by Superintendent onApproved by Superintendent onApproved by Superintendent on OROROROR DateDateDateDate Construction Drawing Not Preceded by Design Construction Drawing Not Preceded by Design Construction Drawing Not Preceded by Design Construction Drawing Not Preceded by Design Development (Title 1)Development (Title 1)Development (Title 1)Development (Title 1)

Project ManagerProject ManagerProject ManagerProject Manager DateDateDateDate

ARCHITECT/PRIME:ARCHITECT/PRIME:ARCHITECT/PRIME:ARCHITECT/PRIME:

HDR, INC.HDR, INC.HDR, INC.HDR, INC.

LANDSCAPE/CIVIL:LANDSCAPE/CIVIL:LANDSCAPE/CIVIL:LANDSCAPE/CIVIL:

HDR, INC,/LT BUTLER HDR, INC,/LT BUTLER HDR, INC,/LT BUTLER HDR, INC,/LT BUTLER

ENGINEERSENGINEERSENGINEERSENGINEERS

STRUCTURAL:STRUCTURAL:STRUCTURAL:STRUCTURAL:

LT BUTLER ENGINEERSLT BUTLER ENGINEERSLT BUTLER ENGINEERSLT BUTLER ENGINEERS

FIRE PROTECTION:FIRE PROTECTION:FIRE PROTECTION:FIRE PROTECTION:

HDR, INC.HDR, INC.HDR, INC.HDR, INC.

MECH/PLUMBING:MECH/PLUMBING:MECH/PLUMBING:MECH/PLUMBING:

HHB ENGINEERINGHHB ENGINEERINGHHB ENGINEERINGHHB ENGINEERING

A/E FIRMS A/E FIRMS A/E FIRMS A/E FIRMS ---- A/E/ CONTRACT NUMBERA/E/ CONTRACT NUMBERA/E/ CONTRACT NUMBERA/E/ CONTRACT NUMBER

ELECTRICAL:ELECTRICAL:ELECTRICAL:ELECTRICAL:

GARDNER & ASSOC.GARDNER & ASSOC.GARDNER & ASSOC.GARDNER & ASSOC.

A u to d e s k

D o c s N P S S e lm a In te rp re ti v e C e n te r_ A C E N

TR

A L .r v t

REHABILITATE SELMAREHABILITATE SELMAREHABILITATE SELMAREHABILITATE SELMA

INTERPRETIVE CENTERINTERPRETIVE CENTERINTERPRETIVE CENTERINTERPRETIVE CENTER

INTERPRETIVE CENTERINTERPRETIVE CENTERINTERPRETIVE CENTERINTERPRETIVE CENTER

SELMA TO MONTGOMERY HISTORIC TRAILSELMA TO MONTGOMERY HISTORIC TRAILSELMA TO MONTGOMERY HISTORIC TRAILSELMA TO MONTGOMERY HISTORIC TRAIL

SOUTHEASTSOUTHEASTSOUTHEASTSOUTHEAST ALABAMAALABAMAALABAMAALABAMA

FINAL CONSTRUCTIONFINAL CONSTRUCTIONFINAL CONSTRUCTIONFINAL CONSTRUCTION

DOCUMENTSDOCUMENTSDOCUMENTSDOCUMENTS

DALLASDALLASDALLASDALLAS

222211118888999944440000

SHEET INDEX

SHEET SUB SHEET TITLE OF SHEET

G0 COVER SHEET

LS01 CODE ANALYSIS

LS02 BASEMENT LEVEL -LIFE SAFETY PLAN

LS03 FIRST LEVEL -LIFE SAFETY PLAN

LS04 SECOND LEVEL -LIFE SAFETY PLAN

LS05 THIRD LEVEL -LIFE SAFETY PLAN

LS06 MEANS OF EGRESS TABLES -LIFE SAFETY

LS07 MEANS OF EGRESS TABLES -LIFE SAFETY

1.0 SITE SURVEY SELMA NPS VISITOR CENTER

C0 PROPOSED CONSTRUCTION STAGING PLAN

C1 NEW SITE PLAN - COURTYARD

C2 SITE GRADING PLAN

C3 SOIL EROSION AND SEDIMENTATION

C4 STORMWATER PLAN

C5 STORMWATER PROFILES

C6 SANITARY SEWER PLAN & PROFILE

C7 DETAILS

L1 SITE DEMOLITION PLAN

L2 SITE LAYOUT PLAN

L3 SITE MATERIALS PLAN

L4 SITE PLANTING PLAN FOR REFERENCE ONLY N.I.C

L5 SITE DETAILS

L6 SITE DETAILS

L7 SITE ELEVATIONS

L8 SITE DETAILS

S1 GENERAL STRUCTURAL NOTES

S2 SYMBOLS

S3 FOUNDATION PLAN -BASEMENT EL -10'-0"

S4 FOUNDATION & FRAMING PLAN -LEVEL 01 EL 0'-0"

S5 FRAMING PLAN LEVEL 2 EL 15'-10"

S6 FRAMING PLAN -LEVEL 3 TOS EL 29'-10"

S7 ROOF FRAMING PLAN

S8 SECTIONS AND DETAILS

S9 SECTIONS AND DETAILS

S10 MASONRY NOTES

S11 EXISTING CONDITIONS

A0 SYMBOLS AND GENERAL NOTES

A1 ACCESSIBILITY PLANS

A2 DEMOLITION FLOOR PLAN-BASEMENT

A3 DEMOLITION FLOOR PLAN-LEVEL 1

A4 DEMOLITION FLOOR PLAN-LEVEL 2

A5 DEMOLITION FLOOR PLAN-LEVEL 3

A6 DEMOLITION REFLECTED CEILING PLAN-BASEMENT

A7 DEMOLITION REFLECTED CEILING PLAN-LEVEL1

A8 DEMOLITION REFLECTED CEILING PLAN-LEVEL 2 & 3

A9 DEMOLITION ROOF PLAN

A10 FLOOR PLAN-BASEMENT

A11 FLOOR PLAN-LEVEL 1

A12 FLOOR PLAN-LEVEL 2

A13 FLOOR PLAN-LEVEL 3

A14 ROOF PLAN

A15 REFLECTED CEILING PLAN-BASEMENT

A16 REFLECTED CEILING PLAN-LEVEL 1

A17 REFLECTED CEILING PLANS-LEVELS 2 & 3

A18 EXTERIOR ELEVATIONS

A19 EXTERIOR ELEVATIONS

A20 BUILDING SECTIONS

A21 WALL SECTIONS

A22 ENLARGED RESTROOM PLANS AND INTERIOR ELEVATIONS

A23 ENLARGED RESTROOM PLANS AND INTERIOR ELEVATIONS

A24 ENLARGED STAIR PLANS

A25 STAIR SECTIONS

A26 STAIR SECTIONS

A27 ELEVATOR BID OPTION 1-ENLARGED FLOOR PLANS

A28 ELEVATOR BID OPTION 1-REFLECTED CEILING PLANS

A29 ELEVATOR BID OPTION 1-ELEVATOR SECTIONS

A30 STANDARD PARTITION TYPES

XXXXXXXXXXXX

SELMA, ALABAMASELMA, ALABAMASELMA, ALABAMASELMA, ALABAMA

XXXXXXXXXXXX

SHEET INDEX

SHEET SUB SHEET TITLE OF SHEET

A31 DOOR SCHEDULE, WINDOW AND DOOR TYPES

A32 ROOM FINISH SCHEDULE AND INTERIOR DETAILS

FX01 BASEMENT LEVEL -FIRE PROTECTION PLAN

FX02 FIRST LEVEL -FIRE PROTECTION PLAN

FX03 SECOND LEVEL -FIRE PROTECTION PLAN

FX04 THIRD LEVEL -FIRE PROTECTION PLAN

FX05 FIRE PROTECTION DETAILS

P00 PLUMBING GENERAL NOTES, LEGEND, AND ABBREVIATIONS

P01 PLUMBING SCHEDULES

P02 PLUMBING DETAILS

P10 BASEMENT DEMOLITION PLAN - PLUMBING

P11 LEVEL 01 DEMOLTION PLAN - PLUMBING

P20 FLOOR PLAN - BASEMENT LEVEL

P21 FLOOR PLAN - LEVEL 01

P22 FLOOR PLAN - LEVEL 02

P23 FLOOR PLAN - LEVEL 03

P40 LARGE SCALE PLUMBING PLANS 2-BROAD STREET

P41 LARGE SCALE PLUMBING PLANS 6-BROAD STREET

P61 6 BROAD WATER RISER DIAGRAM

P62 6 BROAD WASTE AND VENT RISER

P63 2 BROAD WASTE AND VENT RISERS

P64 2 BROAD WATER RISER DIAGRAM

M00 MECHANICAL GENERAL NOTES, LEGEND, AND ABBREVIATIONS

M01 MECHANICAL SCHEDULES

M02 MECHANICAL SCHEDULES

M03 MECHANICAL DETAILS

M04 MECHANICAL DETAILS

M05 VENTILATION CALCULATIONS

M06 VENTILATION CALCULATIONS

M10 HVAC - BASEMENT FLOOR PLAN - DEMOLITION

M11 HVAC - LEVEL 01 FLOOR PLAN - DEMOLITION

M12 HVAC - LEVEL 02 FLOOR PLAN - DEMOLITION

M13 HVAC - LEVEL 03 FLOOR PLAN - DEMOLITION

M20 HVAC - BASEMENT FLOOR PLAN - DUCTWORK

M21 HVAC - LEVEL 01 FLOOR PLAN - DUCTWORK

M22 HVAC - LEVEL 02 FLOOR PLAN - DUCTWORK

M23 HVAC - LEVEL 03 FLOOR PLAN - DUCTWORK

M24 HVAC - UPPER ROOF FLOOR PLAN - DUCTWORK

M30 HVAC - BASEMENT FLOOR PLAN - PIPING

M31 HVAC - LEVEL 01 FLOOR PLAN - PIPING

M32 HVAC - LEVEL 2 FLOOR PLAN - PIPING

M33 HVAC - LEVEL 3 FLOOR PLAN - PIPING

M40 LARGE SCALE HVAC PLANS

M41 LARGE SCALE HVAC PLANS

M42 HVAC SECTIONS

M60 VENTILATION FLOW DIAGRAM

M70 HVAC CONTROL AND PIPING SCHEMATIC

M71 HVAC CONTROL AND PIPING SCHEMATIC

M72 HVAC CONTROL AND PIPING SCHEMATIC

M73 HVAC CONTROL AND PIPING SCHEMATIC

M74 DOAS SEQUENCE OF OPERATION

E0 ELECTRICAL SYMBOL LEGEND

E1 ELECTRICAL GENERAL NOTES

E2 ELECTRICAL DEMOLITION PLAN -BASEMENT

E3 ELECTRICAL DEMOLITION PLAN -LEVEL 1

E4 ELECTRICAL DEMOLITION PLAN -LEVEL 2

E5 ELECTRICAL DEMOLITION PLAN -LEVEL 3

E6 SITE ELECTRICAL PLAN

E7 ENLARGED SITE ELECTRICAL PLAN & DETAILS

E8 ELECTRICAL LIGHTING PLAN -BASEMENT

E9 ELECTRICAL LIGHTING PLAN -LEVEL 1

E10 ELECTRICAL LIGHTING PLAN -LEVEL 2

E11 ELECTRICAL LIGHTING PLAN -LEVEL 3

E12 ELECTRICAL POWER PLAN -BASEMENT

E13 ELECTRICAL POWER PLAN -LEVEL 1

E14 ELECTRICAL POWER PLAN -LEVEL 2

E15 ELECTRICAL POWER PLAN -LEVEL 3

E16 MECHANICAL EQUIPMENT POWER PLAN - BASEMENT

E17 MECHANICAL EQUIPMENT POWER PLAN - LEVEL 1

NPS Contract # 140P2021D0005 NPS Task Order # 140P2022F0105

PMIS # SEMO 218940

SELMA, ALABAMASELMA, ALABAMASELMA, ALABAMASELMA, ALABAMA

SSSSCCCCAAAALLLLEEEE OOOOFFFF FFFFEEEEEEEETTTT

0000 111100000000100100100100

SSSSCCCCAAAALLLLEEEE OOOOFFFF FFFFEEEEEEEETTTT

0000 555500000000500500500500

B R

O A

D S

T

W A

S T

IN

G

T O

N S

T

ALABAMA A

VE

W

ATER A

VE

EXISTNG NPS SELMA

INTERPRETIVE CENTER

2 BROAD ST

SHEET INDEX

SHEET SUB SHEET TITLE OF SHEET

E18 MECHANICAL EQUIPMENT POWER PLAN - LEVEL 2

E19 MECHANICAL EQUIPMENT POWER PLAN - LEVEL 3

E20 ELECTRICAL AUXILIARY PLAN -BASEMENT

E21 ELECTRICAL AUXILIARY PLAN -LEVEL 1

E22 ELECTRICAL AUXILIARY PLAN -LEVEL 2

E23 ELECTRICAL AUXILIARY PLAN -LEVEL 3

E24 LIGHTNING PROTECTION PLAN

E25 BID OPTION ELECTRICAL PLANS

E26 LIGHTING FIXTURE SCHEDULE & NOTES

E27 POWER RISER DIAGRAM, DETAILS & NOTES

E28 ELECTRICAL PANELBOARD SCHEDULES

E29 ELECTRICAL PANELBOARD SCHEDULES

E30 ELECTRICAL PANELBOARD SCHEDULES

E31 LIGHTING CONTROL SCHEDULES AND DETAILS

E32 ELECTRICAL DETAILS

E33 ELECTRICAL DETAILS

E34 AUXILIARY RISER DIAGRAM

E35 AUXILIARY DETAILS

E36 GROUNDING RISER AND DETAILS

E37 FIRE ALARM RISER DIAGRAM, DETAILS & NOTES

E38 MECHANINCAL EQUIPMENT SCHEDULE & DETAILS

E39 LIGHTNING PROTECTION DETAILS

PROJECT SITE

E0 ELECTRICAL SYMBOL LEGEND

E1 ELECTRICAL GENERAL NOTES

E2 ELECTRICAL DEMOLITION PLAN -BASEMENT

E3 ELECTRICAL DEMOLITION PLAN -LEVEL 1

E4 ELECTRICAL DEMOLITION PLAN -LEVEL 2

E5 ELECTRICAL DEMOLITION PLAN -LEVEL 3

E6 SITE ELECTRICAL PLAN

E7 ENLARGED SITE ELECTRICAL PLAN & DETAILS

E8 ELECTRICAL LIGHTING PLAN -BASEMENT

E9 ELECTRICAL LIGHTING PLAN -LEVEL 1

E10 ELECTRICAL LIGHTING PLAN -LEVEL 2

E11 ELECTRICAL LIGHTING PLAN -LEVEL 3

E12 ELECTRICAL POWER PLAN -BASEMENT

E13 ELECTRICAL POWER PLAN -LEVEL 1

E14 ELECTRICAL POWER PLAN -LEVEL 2

E15 ELECTRICAL POWER PLAN -LEVEL 3

E16 MECHANICAL EQUIPMENT POWER PLAN - BASEMENT

E17 MECHANICAL EQUIPMENT POWER PLAN - LEVEL 1

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

OF

PMIS/PKG NO

SHEET

175308

DRAWING NO.

A u to d e s k

D o c s N P S S e lm a In te rp re ti v e C e n te r_ F P C E N T R A L .r v t

Designer

Author LS01Checker

02/17/23

CODE ANALYSIS

NPS Rehabilitate Selma Interpretive Center

APPLICABLE CODES:

IBC INTERNATIONAL BUILDING CODE, 2021 EDITION

IFC INTERNATIONAL FIRE CODE, 2021 EDITION

IEBC INTERNATIONAL EXISTING BUILDING CODE, 2021 EDITION

NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2019 EDITION

NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEM, 2022 EDITION

NFPA 25 STANDARD FOR INSPECTION TESTING AND MAINTENANCE OF WATER BASED FIRE PROTECTION SYSTEMS, 2020 EDITION NFPA 40 STANDARD FOR THE STORAGE AND HANDLING OF CELLULOSE NITRATE FILM, 2022 EDITION

NFPA 70 NATIONAL ELECTRICAL CODE, 2020 EDITION

NFPA 72 NATIONAL FIRE ALARM CODE, 2019 EDITION

NFPA 101 LIFE SAFETY CODE, 2021 EDITION

NFPA 909 CODE FOR THE PROTECTION OF CULTURAL RESOURCE PROPERTIES - MUSEUMS, LIBRARIES, AND PLACES OF WORSHIP, 2021 EDITION

NFPA 914 CODE FOR THE FIRE PROTECTION OF HISTORIC STRUCTURES, 2019 EDITION

NATIONAL PARK SERVICE REFERENCE MANUAL 58: STRUCTURAL FIRE MANAGEMENT

NOTE: NFPA RECOGNIZES THE SPECIAL NATURE OF LIBRARIES, MUSEUMS, AND HISTORIC STRUCTURES AND THE DIFFICULTIES OF MEETING ALL CONTEMPORARY LIFE SAFETY AND PROPERTY PROTECTION REQUIREMENTS. THE NFPA 909 AND 914 CODES PROVIDE SPECIAL TOOLS AND OPPORTUNITIES TO MEET THESE LIFE SAFETY AND PROPERTY PROTECTION REQUIREMENTS.

PROJECT DESCRIPTION:

THIS PROJECT IS CLASSIFIED AS A RECONSTRUCTION. ALL NEW WORK SHALL COMPLY WITH THE REQUIREMENTS OF THIS CODE

APPLICABLE TO EXISTING BUILDING (NFPA 101 § 43.4.1.4).

THE WORK SHALL NOT MAKE THE BUILDING LESS CONFORMING WITH OTHER SECTION OF CODE, OR WITH ANY PREVIOUS APPROVED ALTERNATIVE ARRANGEMENTS, THAN IT WAS BEFORE THE RENOVATION WAS UNDERTAKEN, UNLESS OTHERWISE SPECIFIED IN 43.4.1.5.

(NFPA 101 § 43.4.1.4)

CONSTRUCTION TYPE (IBC CHAPTER 6):

1. EXISTING BUILDING IS CONSIDERED TYPE IIIB CONSTRUCTION TYPE PER IBC 601.

2. FIRE RESISTANCE RATINGS FOR TYPE IIIB CONSTRUCTION ARE AS FOLLOWS:

A. PRIMARY STRUCTURAL FRAME: 0 HOURS

B. FLOOR CONSTRUCTION: 0 HOURS

C. ROOF CONSTRUCTION: 0 HOURS

BUILDING HEIGHT AND AREA (IBC CHAPTER 5):

1. MAXIMUM ALLOWABLE BUILDING HEIGHT (BASED ON SPRINKLERS AND ASSEMBLY GROUP A-3): 75 FEET

A. ACTUAL BUILDING HEIGHT: 41 FEET

2. MAXIMUM ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE (BASED ON SPRINKLERS AND ASSEMBLY GROUP A-3): 3 STORIES

A. ACTUAL NUMBER OF STORIES ABOVE GRADE PLANE: 3 STORIES

3. MAXIMUM ALLOWABLE BUILDING AREA (BASED ON SPRINKLERS AND 50% STREET FRONTAGE AND ASSEMBLY GROUP A-3):35,625

SQUARE FEET

A. ACTUAL BUILDING AREA, MAXIMUM: 26,872 SQUARE FEET

a. BASEMENT - 7,848 SQUARE FEET b LEVEL 1 - 8,742 SQUARE FEET c LEVEL 2 - 8,261 SQUARE FEET d LEVEL 3 - 2,921 SQUARE FEET

OCCUPANCY CLASSIFICATION (IBC CHAPTER 3):

1. BUILDING IS CONSIDERED A NON-SEPARATED MIXED OCCUPANCY OF BUSINESS GROUP B PER IBC SECTION 304 AND ASSEMBLY

GROUP A-3 PER IBC SECTION 303.

A. ROOMS USED FOR ASSEMBLY PURPOSES THAT ARE LESS THAN 750 SQUARE FEET IN AREA AND ACCESSORY TO ANOTHER

OCCUPANCY ARE CLASSIFIED AS A GROUP B OCCUPANCY. A ROOM USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS GROUP B OCCUPANCY (IBC 303.1.2). ASSEMBLY SPACES ON BASEMENT, LEVEL 1, LEVEL 2 AND LEVEL 3 ARE LESS THAN 750 SQUARE FEET IN

AREA AND ARE THEREFORE CONSIDERED PART OF THE GROUP B OCCUPANCY.

B. ACCESSORY OCCUPANCIES ARE THOSE OCCUPANCIES ANCILLARY TO THE MAIN OCCUPANCY OF THE BUILDING. SUCH OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED AND SHALL NOT OCCUPY MORE THAN 10 PERCENT OF THE FLOOR AREA OF THE STORY IN WHICH THEY ARE LOCATED (IBC 508.2.3). STORAGE ROOM ON THE BASEMENT, LEVEL 1, LEVEL 2 AND LEVEL 3 PERCENT OF THE FLOOR AREA AND IS THEREFORE CONSIDERED AN ACCESSORY SPACE AND PART OF THE GROUP B

IS LESS THAN 10 OCCUPANCY.

OCCUPANT LOAD FACTORS (IFC TABLE 1004.5):

1. BUSINESS: 150 GROSS SQUARE FEET PER PERSON

2. ASSEMBLY, UNCONCENTRATED (TABLE AND CHAIRS): 15 SQUARE FEET PER PERSON

3. ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOMS: 300 SQUARE FEET PERSON

4. MERCANTILE: 30 SQUARE FEET PER PERSON

5. ASSEMBLY, CONCENTRATED: 7 SQUARE FEET PER PERSON

MEANS OF EGRESS CLEAR WIDTH (IFC 1005.3.1 AND 1005.3.2):

1. EGRESS CAPACITY FACTOR FOR STAIRS: 0.3 INCHES PER PERSON

2. EGRESS CAPACITY FACTOR FOR DOORS AND CORRIDORS: 0.2 INCHES PER PERSON

3. WIDTH OF MEANS OF EGRESS SHALL NOT BE LESS THAN THE REQUIRED CAPACITY AS DETERMINED IN ACCORDANCE WITH

IFC SECTION 1005.3.1 AND 1005.3.2.

ARRANGEMENT OF MEANS OF EGRESS:

1. MAXIMUM ALLOWABLE COMMON PATH OF TRAVEL (IFC TABLE 1006.2.1)

2. MAXIMUM ALLOWABLE EXIT ACCESS TRAVEL DISTANCE (IFC TABLE 1017.2)

3. MAXIMUM DEAD-END CORRIDORS (IFC 1020.5)

NUMBER OF EXITS OR ACCESS TO EXITS:

1. A MINIMUM OF THREE EXITS OR ACCESS TO EXITS MUST BE PROVIDED FOR OCCUPANT LOADS OF 500 TO 1,000 OCCUPANTS.

FOUR EXITS OR ACCESS TO EXITS ARE REQUIRED IF THE OCCUPANT LOAD EXCEEDS 1,000 OCCUPANTS (IFC 1006.2.1.1).

2. WHERE TWO EXITS, EXIT ACCESS DOORS, EXIT ACCESS STAIRS OR ANY COMBINATION THEREOF ARE REQUIRED FROM ANY PORTION

OF THE EXIT ACCESS, THEY SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN 1/3 THE LENGTH OF THE

MAXIMUM OVERALL DIAGONAL DIMENSION OF THE SPACE BEING SERVED (IFC 1007.1.1).

3. A SINGULAR EXIT PROVIDING ACCESS TO EXITS AT OTHER STORIES, IS PERMITTED TO SERVE INDIVIDUALS STORIES, MIXED OCCUPANCIES SHALL BE PERMITTED TO BE SERVED BY SINGLE EXITS PROVIDED THAT EACH INDIVIDUAL OCCUPANCY COMPILES WITH

THE APPLICABLE REQUIREMENTS OF 1006.3.4(2) FOR THAT OCCUPANCY.

MEANS OF EGRESS ILLUMINATION (IFC 1008.3.5):

1. MEANS OF EGRESS SHALL BE ILLUMINATED AT ALL TIMES IN WHICH THE SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.

A MINIMUM ILLUMINATION OF 1 FOOT-CANDLE (11 LUX) AT THE WALKING SURFACE SHALL BE MAINTAINED.

INTERIOR FLOOR COVERING MATERIAL (IFC TABLE 803.3):

1. ASSEMBLY AND BUSINESS OCCUPANCIES SHALL HAVE INTERIOR WALL AND CEILING FINISH MATERIALS COMPLYING WITH CLASS B

FOR INTERIOR EXIT STAIRWAYS, ROOMS AND ENCLOSED SPACES CLASS C. INTERIOR FLOOR FINISH FOR EXIT ENCLOSURES AND

EXIT ACCESS CORRIDORS SHALL NOT BE LESS THAN CLASS II.

FIRE PROTECTION:

1. BUILDING WILL BE PROVIDED WITH AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT THE BUILDING INSTALLED IN ACCORDANCE

WITH NFPA 13.

FIRE ALARM:

1. BUILDING WILL BE PROVIDED WITH A FIRE ALARM SYSTEM CONSISTING OF HORNS AND STROBES THROUGHOUT THE BUILDING

INSTALLED IN ACCORDANCE WITH NFPA 72.

FIRE EXTINGUISHERS:

1. PORTABLE FIRE EXTINGUISHERS ARE REQUIRED THROUGHOUT THE BUILDING (IBC 906).

2. FIRE EXTINGUISHERS ARE REQUIRED TO BE INSTALLED IN ACCORDANCE WITH NFPA 10.

FIRE PROTECTION / LIFE SAFETY CODE ANALYSIS

A. SENK

218940

J. MARTINEZ

T. IJAZ

SP SP SP

SP SP SP

S P

S P

S P

S P

S P

SP SP SP

ELECTRICAL

6-002

BASEMENT

6-001

STAIR 2

6-010

EQUIPMENT

4-002

EQUIPMENT

4-003

ELEV.

MACHINE

RM

4-005

BASEMENT

4-001

BASEMENT

2-001

VAULT

2-002

DD

C C

B B

ELEV. PIT

4-004 1 HOUR FIRE

RATED CEILING

0 GSF

TRAVEL DISTANCE

COMMON PATH

TD

CP

EXIT DISCHARGE ARROW

OCCUPANT LOAD FACTOR

FUNCTION OF SPACE

OCCUPANT LOAD IDENTIFIER

OCCUPANT LOAD

EXIT #

DOOR CLEAR WIDTH:____IN.

EXIT CAPACITY PROVIDED:_______

EXIT CAPACITY REQUIRED:_______

EXIT STAIR

CLEAR WIDTH - ACCESS:____IN.

CLEAR WIDTH - STAIR:____IN.

CLEAR WIDTH - DISCHARGE:____IN.

EXIT NUMBER

WIDTH OF EXTERIOR EXIT DOOR

NO. OF PEOPLE THAT CAN USE DOOR

NO. OF PEOPLE THAT MUST USE DOOR

EXIT CAPACITY PROVIDED:_____

EXIT CAPACITY REQUIRED:_____

EXIT STAIR NUMBER

WIDTH OF STAIR ACCESS DOOR

NO. OF PEOPLE THAT CAN USE DOOR

NO. OF PEOPLE THAT MUST USE DOOR

WIDTH OF STAIR

WIDTH OF STAIR DISCHARGE DOOR

EXTERIOR EXIT IDENTIFIER

EXIT STAIR IDENTIFIER

# KEYNOTE INDICATOR

1 HOUR FIRE BARRIER

STORAGE FUNCTION OCCUPANT LOAD FACTOR

BUSINESS FUNCTION OCCUPANT LOAD FACTOR

MERCANTILE FUNCTION OCCUPANT LOAD FACTOR

ASSEMBLY OCCUPANT LOAD FACTOR,

UNCONCENTRATED TABLES AND CHAIRS

DEAD END CORRIDORDE

SMOKE PARTITION

FIRE EXTINGUISHER

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

GENERAL NOTES

OF

PMIS/PKG NO

SHEET

175308

DRAWING NO.

A u to d e s k

D o c s N P S S e lm a In te rp re ti v e C e n te r_ F P C E N T R A L .r v t

Designer

Author LS02Checker

02/17/23

BASEMENT LEVEL -

LIFE SAFETY PLAN

NPS Rehabilitate Selma Interpretive Center 1/8" = 1'-0"

BASEMENT LEVEL - LIFE SAFETY PLAN

LEGEND

1. OCCUPANT LOAD CALCULATION NOTE: ALL SPACES ON FLOOR ARE CONSIDERED

BUSINESS FUNCTION AND ARE CALCULATED AT 150 GROSS SQUARE FEET PER

PERSON, UNLESS NOTED OTHERWISE ON THE FLOOR PLAN AND IN THE

ACCOMPANYING TABLE ON SHEET LS06 AND LS07.

2. BASEMENT IS NONOCCUPIABLE AND WILL BE FOR EQUIPMENT ACCESS ONLY.

ABBREVIATIONS

ABBREVIATIONS ABBREVIATION DESCRIPTION

ASSM ASSEMBLY

CP COMMON PATH

DE DEAD END CORRIDOR

EXHIB EXHIBITS

FT FOOT

GSF GROSS SQUARE FEET

IN INCHES

MERC MERCANTILE

NO NUMBER

NSF NET SQUARE FEET

STOR STORAGE/MECHANICAL

TD TRAVEL DISTANCE

3 158

218940

A. SENK

J. MARTINEZ

TD-3TD-3 TD-3TD-3

T D

-3 T

D -3

T D

-3

TD-3TD-3 TD-3

T D

-3 T

D -3

TD-3TD-3 TD-3

SP SP SP

WOMEN'S

RESTROOM

6-111

MEN'S

RESTROOM

6-112

OFFICE

6-102

STORAGE

6-103

FOOT

SOLDIER

LEGACY

CENTER

6-101

FSLC

STORAGE

6-104

AV

6-105

MULTIPURPOSE

ROOM

6-106

VEST.

6-107

STORAGE

6-113

VEST.

6-110

STAIR 2

6-108

GALLERY

4-101

STORAGE

2-113

STAIR 1

2-112

D

D

C C

B B

7 NSF ASSM

EXIT 1

DOOR CLEAR WIDTH:__68IN.

EXIT CAPACITY PROVIDED:___340_

EXIT CAPACITY REQUIRED:___24__

EXIT 8

DOOR CLEAR WIDTH:__33IN.

EXIT CAPACITY PROVIDED:__165 _

EXIT CAPACITY REQUIRED:___2___

EXIT 7

DOOR CLEAR WIDTH:__48IN.

EXIT CAPACITY PROVIDED:__340 _

EXIT CAPACITY REQUIRED:___59__

300 GSF STOR

300 GSF STOR

EXIT 6

DOOR CLEAR WIDTH:__33IN.

EXIT CAPACITY PROVIDED:__165 _

EXIT CAPACITY REQUIRED:__121 _

EXIT 5

DOOR CLEAR WIDTH:__33IN.

EXIT CAPACITY PROVIDED:__165 _

EXIT CAPACITY REQUIRED:___59__

7 NSF ASSM

300 GSF STOR

EXIT 2

DOOR CLEAR WIDTH:__68IN.

EXIT CAPACITY PROVIDED:___340_

EXIT CAPACITY REQUIRED:___24__

EXIT 4

DOOR CLEAR WIDTH:__39IN.

EXIT CAPACITY PROVIDED:__195 _

EXIT CAPACITY REQUIRED:___59__

15 NSF ASSM

300 GSF STOR

30 GSF MERC

300 GSF STOR

300 GSF STOR

ELEVATOR

4-103

ELEV

ALCOVE

4-102

BOOKSTORE

2-101

RECEPTION

2-102

CORR.

2-107

CORR.

2-108

FAMILY

RESTROOM

2-105

STORAGE

2-106

STORAGE

2-109

STORAGE

2-110

VEST.

2-111

WOMEN'S

RESTROOM

2-103

MEN'S

RESTROOM

2-104

EXIT 3

DOOR CLEAR WIDTH:__30IN.

EXIT CAPACITY PROVIDED:__150 _

EXIT CAPACITY REQUIRED:___24__

EXIT 9

DOOR CLEAR WIDTH:__46IN.

EXIT CAPACITY PROVIDED:__230 _

EXIT CAPACITY REQUIRED:___2___

300 GSF STOR

0 GSF

TRAVEL DISTANCE

COMMON PATH

TD

CP

EXIT DISCHARGE ARROW

OCCUPANT LOAD FACTOR

FUNCTION OF SPACE

OCCUPANT LOAD IDENTIFIER

OCCUPANT LOAD

EXIT #

DOOR CLEAR WIDTH:____IN.

EXIT CAPACITY PROVIDED:_______

EXIT CAPACITY REQUIRED:_______

EXIT STAIR

CLEAR WIDTH - ACCESS:____IN.

CLEAR WIDTH - STAIR:____IN.

CLEAR WIDTH - DISCHARGE:____IN.

EXIT NUMBER

WIDTH OF EXTERIOR EXIT DOOR

NO. OF PEOPLE THAT CAN USE DOOR

NO. OF PEOPLE THAT MUST USE DOOR

EXIT CAPACITY PROVIDED:_____

EXIT CAPACITY REQUIRED:_____

EXIT STAIR NUMBER

WIDTH OF STAIR ACCESS DOOR

NO. OF PEOPLE THAT CAN USE DOOR

NO. OF PEOPLE THAT MUST USE DOOR

WIDTH OF STAIR

WIDTH OF STAIR DISCHARGE DOOR

EXTERIOR EXIT IDENTIFIER

EXIT STAIR IDENTIFIER

# KEYNOTE INDICATOR

1 HOUR FIRE BARRIER

STORAGE FUNCTION OCCUPANT LOAD FACTOR

BUSINESS FUNCTION OCCUPANT LOAD FACTOR

MERCANTILE FUNCTION OCCUPANT LOAD FACTOR

ASSEMBLY OCCUPANT LOAD FACTOR,

UNCONCENTRATED TABLES AND CHAIRS

DEAD END CORRIDORDE

SMOKE PARTITION

FIRE EXTINGUISHER

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

GENERAL NOTES

OF

PMIS/PKG NO

SHEET

175308

DRAWING NO.

A u to d e s k

D o c s N P S S e lm a In te rp re ti v e C e n te r_ F P C E N T R A L .r v t

Designer

Author LS03Checker

02/17/23

FIRST LEVEL - LIFE

SAFETY PLAN

NPS Rehabilitate Selma Interpretive Center

1/8" = 1'-0"

FIRST LEVEL - LIFE SAFETY PLAN

MEANS OF EGRESS

EGRESS

PATH ID PROVIDED

MAXIMUM

PERMITTED

CP-1 32' - 0" 75' - 0"

CP-2 43' - 0" 75' - 0"

CP-5 55' - 6" 75' - 0"

TD-3 136' - 0" 250' - 0"

TD-4 78' - 6" 250' - 0"

TD-5 117' - 0" 250' - 0"

TD-6 87' - 6" 300' - 0"

LEGEND

1. OCCUPANT LOAD CALCULATION NOTE: ALL SPACES ON FLOOR ARE CONSIDERED

BUSINESS FUNCTION AND ARE CALCULATED AT 150 GROSS SQUARE FEET PER

PERSON, UNLESS NOTED OTHERWISE ON THE FLOOR PLAN AND IN THE

ACCOMPANYING TABLE ON SHEET LS06 AND LS07.

2. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE

OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE,

NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE,

FOR THE INTENDED CONFIGURATIONS. POSTED SIGNS SHALL BE OF AN

APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE

OWNER OR THE OWNER'S AUTHORIZED AGENT (IFC 1004.9).

4 158

218940

A. SENK

TD-4 TD-4TD-4 TD-4 TD-4

T D

-5 T

D -5

TD-5 TD-5TD-5 TD-5 TD-5 TD-5 TD-5 TD-5 TD-5

C P

-1 C

P -1

CP-2CP-2 CP-2

S P

S P

S P

S P

S

P SP SP SP

SP SP SP

SP SP SP

EXHIBIT

6-201

AV

6-202

NPS

OFFICES

6-203

CORR.

6-204

MECH.

6-205

STAIR 2

6-209

VEST.

6-206

STORAGE

6-207

NPS

OFFICES

6-208

GALLERY

4-202

STAIR 3

4-205

EXHIBIT

2-201

RESEARCH

2-205

OFFICE

2-208

AV

2-210

VEST.

2-211

DD

C C

B B

300 GSF MECH

300 GSF STOR

150 GSF BUS

300 GSF STOR

15 NSF ASSEM

15 NSF ASSEM

15 NSF ASSEM

300 GSF MECH

300 GSF STOR

300 GSF MECH

7 NSF ASSM

EXISTING EXIT STAIR 1

CLEAR WIDTH - ACCESS:__33IN.

CLEAR WIDTH - STAIR:__46IN.

CLEAR WIDTH - DISCHARGE:__33IN.

EXIT CAPACITY PROVIDED:__153

EXIT CAPACITY REQUIRED:__121

EXIT STAIR 2

CLEAR WIDTH - ACCESS:__33IN.

CLEAR WIDTH - STAIR:__62IN.

CLEAR WIDTH - DISCHARGE:__33IN.

EXIT CAPACITY PROVIDED:__165

EXIT CAPACITY REQUIRED:__121

ELEVATOR

4-204

ELEV.

ALCOVE

4-203

ALCOVE

2-206

EXHIBIT

4-201

RECORDING

STUDIO

2-204

MECH.

2-207

RESTROOM

2-212

VEST.

2-213

RESTROOM

2-214

CORR.

2-209

MECH.

2-203

CORR.

2-202

EXIT 9

DOOR CLEAR WIDTH:__32IN.

EXIT CAPACITY PROVIDED:__160 _

EXIT CAPACITY REQUIRED:___2___

EXIT 10

DOOR CLEAR WIDTH:__32IN.

EXIT CAPACITY PROVIDED:__160 _

EXIT CAPACITY REQUIRED:___2___

OPEN TO BELOW

150 GSF BUS

0 GSF

TRAVEL DISTANCE

COMMON PATH

TD

CP

EXIT DISCHARGE ARROW

OCCUPANT LOAD FACTOR

FUNCTION OF SPACE

OCCUPANT LOAD IDENTIFIER

OCCUPANT LOAD

EXIT #

DOOR CLEAR WIDTH:____IN.

EXIT CAPACITY PROVIDED:_______

EXIT CAPACITY REQUIRED:_______

EXIT STAIR

CLEAR WIDTH - ACCESS:____IN.

CLEAR WIDTH - STAIR:____IN.

CLEAR WIDTH - DISCHARGE:____IN.

EXIT NUMBER

WIDTH OF EXTERIOR EXIT DOOR

NO. OF PEOPLE THAT CAN USE DOOR

NO. OF PEOPLE THAT MUST USE DOOR

EXIT CAPACITY PROVIDED:_____

EXIT CAPACITY REQUIRED:_____

EXIT STAIR NUMBER

WIDTH OF STAIR ACCESS DOOR

NO. OF PEOPLE THAT CAN USE DOOR

NO. OF PEOPLE THAT MUST USE DOOR

WIDTH OF STAIR

WIDTH OF STAIR DISCHARGE DOOR

EXTERIOR EXIT IDENTIFIER

EXIT STAIR IDENTIFIER

# KEYNOTE INDICATOR

1 HOUR FIRE BARRIER

STORAGE FUNCTION OCCUPANT LOAD FACTOR

BUSINESS FUNCTION OCCUPANT LOAD FACTOR

ASSEMBLY (15 NSF) FUNCTION OCCUPANT LOAD

FACTOR

ASSEMBLY (7 NSF) OCCUPANT LOAD

FACTOR, CONCENTRATED TABLES AND

CHAIRS

DEAD END CORRIDORDE

SMOKE PARTITION

FIRE EXTINGUISHER

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

KEY NOTES

GENERAL NOTES

OF

PMIS/PKG NO

SHEET

175308

DRAWING NO.

A u to d e s k

D o c s N P S S e lm a In te rp re ti v e C e n te r_ F P C E N T R A L .r v t

Designer

Author LS04Checker

02/17/23

SECOND LEVEL - LIFE

SAFETY PLAN

NPS Rehabilitate Selma Interpretive Center 1/8" = 1'-0"

SECOND LEVEL - LIFE SAFETY PLAN

1. OCCUPANT LOAD CALCULATION NOTE: ALL SPACES ON FLOOR ARE CONSIDERED

BUSINESS FUNCTION AND ARE CALCULATED AT 150 GROSS SQUARE FEET PER

PERSON, UNLESS NOTED OTHERWISE ON THE FLOOR PLAN AND IN THE

ACCOMPANYING TABLE ON SHEET LS06 AND LS07.

2. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE

OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE,

NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE,

FOR THE INTENDED CONFIGURATIONS. POSTED SIGNS SHALL BE OF AN

APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE

OWNER OR THE OWNER'S AUTHORIZED AGENT (IFC 1004.9).

1. TWO STORY OPENING PERMITTED BY IFC 1103.4.8.

MEANS OF EGRESS

EGRESS

PATH ID PROVIDED

MAXIMUM

PERMITTED

CP-1 32' - 0" 75' - 0"

CP-2 43' - 0" 75' - 0"

CP-5 55' - 6" 75' - 0"

TD-3 136' - 0" 250' - 0"

TD-4 78' - 6" 250' - 0"

TD-5 117' - 0" 250' - 0"

TD-6 87' - 6" 300' - 0"

LEGEND ABBREVIATIONS

ABBREVIATIONS ABBREVIATION DESCRIPTION

ASSM ASSEMBLY

CP COMMON PATH

DE DEAD END CORRIDOR

EXHIB EXHIBITS

FT FOOT

GSF GROSS SQUARE FEET

IN INCHES

MERC MERCANTILE

NO NUMBER

NSF NET SQUARE FEET

STOR STORAGE/MECHANICAL

TD TRAVEL DISTANCE

5 158

218940

A. SENK

CP-5 CP-5CP-5 CP-5

TD-6 TD-6TD-6 TD-6 TD-6 TD-6 TD-6

S P

S P

S P

S P

S P

SP SP SP

SP SP SP

SP SP SP

ELEVATOR

4-302

STAIR 3

4-303

RESTROOM

2-305

BREAK

ROOM

2-306

AV

2-307

CORR.

2-308 STAIR 1

2-309

STAFF

RESTROOM

2-310

MECH.

2-311

WORKROOM

2-312

STORAGE

2-313

DD

C C

B B

15 NSF ASSM

15 NSF ASSM

300 GSF STOR

300 GSF STOR

EXISTING EXIT STAIR 1

CLEAR WIDTH - ACCESS:__33IN.

CLEAR WIDTH - STAIR:__46IN.

CLEAR WIDTH - DISCHARGE:__33IN.

EXIT CAPACITY PROVIDED:__153

EXIT CAPACITY REQUIRED:___32

EXIT ACCESS STAIR 3

CLEAR WIDTH - ACCESS:__33IN.

CLEAR WIDTH - STAIR:__64IN.

EXIT CAPACITY PROVIDED:__165

EXIT CAPACITY REQUIRED:___33

36' - 2 15/32"

93' - 0 3/8"

ELEV.

ALCOVE

4-301

ROOF

ROOF

GALLERY/MEETING

2-301

150 GSF BUS

0 GSF

TRAVEL DISTANCE

COMMON PATH

TD

CP

EXIT DISCHARGE ARROW

OCCUPANT LOAD FACTOR

FUNCTION OF SPACE

OCCUPANT LOAD IDENTIFIER

OCCUPANT LOAD

EXIT #

DOOR CLEAR WIDTH:____IN.

EXIT CAPACITY PROVIDED:_______

EXIT CAPACITY REQUIRED:_______

EXIT STAIR

CLEAR WIDTH - ACCESS:____IN.

CLEAR WIDTH - STAIR:____IN.

CLEAR WIDTH - DISCHARGE:____IN.

EXIT NUMBER

WIDTH OF EXTERIOR EXIT DOOR

NO. OF PEOPLE THAT CAN USE DOOR

NO. OF PEOPLE THAT MUST USE DOOR

EXIT CAPACITY PROVIDED:_____

EXIT CAPACITY REQUIRED:_____

EXIT STAIR NUMBER

WIDTH OF STAIR ACCESS DOOR

NO. OF PEOPLE THAT CAN USE DOOR

NO. OF PEOPLE THAT MUST USE DOOR

WIDTH OF STAIR

WIDTH OF STAIR DISCHARGE DOOR

EXTERIOR EXIT IDENTIFIER

EXIT STAIR IDENTIFIER

# KEYNOTE INDICATOR

1 HOUR FIRE BARRIER

STORAGE FUNCTION OCCUPANT LOAD FACTOR

BUSINESS FUNCTION OCCUPANT LOAD FACTOR

ASSEMBLY OCCUPANT LOAD FACTOR,

UNCONCENTRATED TABLES AND CHAIRS

COMMON PATHDE

SMOKE PARTITION

FIRE EXTINGUISHER

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

GENERAL NOTES

OF

PMIS/PKG NO

SHEET

175308

DRAWING NO.

A u to d e s k

D o c s N P S S e lm a In te rp re ti v e C e n te r_ F P C E N T R A L .r v t

Designer

Author LS05Checker

02/17/23

THIRD LEVEL - LIFE

SAFETY PLAN

NPS Rehabilitate Selma Interpretive Center 1/8" = 1'-0"

THIRD LEVEL - LIFE SAFETY PLAN

MEANS OF EGRESS

EGRESS

PATH ID PROVIDED

MAXIMUM

PERMITTED

CP-1 32' - 0" 75' - 0"

CP-2 43' - 0" 75' - 0"

CP-5 55' - 6" 75' - 0"

TD-3 136' - 0" 250' - 0"

TD-4 78' - 6" 250' - 0"

TD-5 117' - 0" 250' - 0"

TD-6 87' - 6" 300' - 0"

LEGEND

1. OCCUPANT LOAD CALCULATION NOTE: ALL SPACES ON FLOOR ARE CONSIDERED

BUSINESS FUNCTION AND ARE CALCULATED AT 150 GROSS SQUARE FEET PER

PERSON, UNLESS NOTED OTHERWISE ON THE FLOOR PLAN AND IN THE

ACCOMPANYING TABLE ON SHEET LS06 AND LS07.

2. EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE

OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE,

NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE,

FOR THE INTENDED CONFIGURATIONS. POSTED SIGNS SHALL BE OF AN

APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE

OWNER OR THE OWNER'S AUTHORIZED AGENT (IFC 1004.9).

ABBREVIATIONS

ABBREVIATIONS ABBREVIATION DESCRIPTION

ASSM ASSEMBLY

CP COMMON PATH

DE DEAD END CORRIDOR

EXHIB EXHIBITS

FT FOOT

GSF GROSS SQUARE FEET

IN INCHES

MERC MERCANTILE

NO NUMBER

NSF NET SQUARE FEET

STOR STORAGE/MECHANICAL

TD TRAVEL DISTANCE

6 158

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A. SENK

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

OF

PMIS/PKG NO

SHEET

175308

DRAWING NO.

A u to d e s k

D o c s N P S S e lm a In te rp re ti v e C e n te r_ F P C E N T R A L .r v t

Designer

Author LS06Checker

02/17/23

MEANS OF EGRESS

TABLES - LIFE SAFETY

NPS Rehabilitate Selma Interpretive Center

5. THIS ASSUMES ALL EXITS FROM LOBBY AND BOOKSTORE (AND BOOKSTORE BACK OF HOUSE) ARE AVAILABLE TO ALL OCCUPANTS ON THIS FLOOR EXCEPT THE NE RESTROOM AREAS AND SE BACK HOUSE.

4. EXIT SERVES THE RESTROOMS AND EXIT STAIR DISCHARGE.

3. EXIT SERVICES ONE HALF THE OCCUPANT LOAD OF CORRIDOR, OTHER HALF USES MAIN EGRESS INFASTRUCTURE.

2. EXIT SERVES THE OCCUPANT LOAD IN SECURITY OFFICE.

1. EXIT 1 SERVES ONE HALF OF THE FOOT SOLDIER LEGACY CENTER, REMAINING HALF USES MAIN BUILDING EGRESS INFRASTRUCTURE.

NOTES

REMIANING PORTINGS OF FLOOR 263 30 293 1,175 1,175 NONE 5

NE RESTROOMS AND STAIR 4 -2 2 165 165 NONE 4

SE BACK OF HOUSE 11 11 165 165 NONE 4

FOOT SOLDIER LEGACY CENTER 56 -28 28 340 340 NONE 1

OCCUPANT LOAD VS EXIT CAPACITY

TOTAL OCCUPANT LOAD 334 334

STORAGE 2-109 82 300 1 1

STORAGE 6-103 65 300 1 1

AV STORAGE 6-105 48 300 1 1

STORAGE 6-113 161 300 1 1

FSLC STORAGE 6-104 71 300 1 1

STORAGE/MECHANICAL USE

BOOKSTORE 646 30 16 16

MERCANTILE USE

GALLERY 4-101 (ASSEMBLY CONCENTRATED) NET 2,108 7 301 301

MULTPURPOSE ROOM 6-106 (ASSEMBLY

CONCENTRATED) NET

1,297 7 186 186

FOOT SOLDIER LEGACY CENTER 6-101 (ASSEMBLY

CONCENTRATED) NET

862 7 124 124

ASSEMBLY USE (calculated using net area)

GROSS BUSINESS 2,839 150 19 19

BUSINESS USE

OCCUPANT

LOAD USING

COMMON

EXITS

ADDITIONAL

OCCUPANT

LOAD

TOTAL

OCCUPANT

LOAD

STAIRS EXTER. TOTAL

USE/FUNCTION OF SPACE

AREA (GROSS SQUARE FEET

UNLESS OTHERWISE NOTED)

OCCUPANT LOAD FACTOR

(GROSS SQUARE FEET UNLESS

OTHERWISE NOTED)

OCCUPANT LOAD (NUMBER OF

PERSONS)

COMBINED EXIT CAPACITY FROM EXIT

COMPONENT

EXIT DEFICIENCY

(PERSONS)

NOTES

MEANS OF EGRESS - OCCUPANT LOAD CALCULATIONS FOR LEVEL 1

FLOOR 243 243 318 318 NONE

OCCUPANT LOAD VS EXIT CAPACITY

TOTAL OCCUPANT LOAD 243 243

MECH 70 300 1 1

AV 40 300 1 1

EXHIBIT STAGING 350 300 2 2

EXHIBIT STORAGE 260 300 1 1

MECH 260 300 1 1

MECH 260 300 1 1

AV 90 300 1 1

STORAGE/MECHANICAL USE

EXHIBIT (ASSEMBLY CONCENTRATED) 657 15 44 44

EXHIBIT (ASSEMBLY CONCENTRATED) 807 15 54 54

EXHIBIT 2,068 15 133 133

EXHIBITS USE (calculated using net area)

GALLERY (ASSEMBLY CONCENTRATED) 777 7 111 111

ASSEMBLY USE (calculated using net area)

GROSS BUSINESS 2,159 150 15 15

BUSINESS USE

OCCUPANT

LOAD USING

COMMON

EXITS

ADDITIONAL

OCCUPANT

LOAD

TOTAL

OCCUPANT

LOAD

STAIRS EXTER. TOTAL

USE/FUNCTION OF SPACE

AREA (GROSS SQUARE FEET

UNLESS OTHERWISE NOTED)

OCCUPANT LOAD FACTOR

(GROSS SQUARE FEET UNLESS

OTHERWISE NOTED)

OCCUPANT LOAD (NUMBER OF

PERSONS)

COMBINED EXIT CAPACITY FROM EXIT

COMPONENT

EXIT DEFICIENCY

(PERSONS)

NOTES

MEANS OF EGRESS - OCCUPANT LOAD CALCULATIONS FOR LEVEL 2

5. EXIT SERVES RESTROOM OCCUPANTS.

4. EXIT SERVES MAIN EGRESS INFRASTRUCTURE, EGRESS THROUGH COURTYARD.

3. EXIT SERVICES ONE THIRD OF THE BOOKSTORE, BACK OF HOUSE AREAS, AND EXIT STAIR 101.

2. EXIT SERVES THE OCCUPANT LOAD OF THE SECURITY OFFICE.

1. EXIT SERVES ONE HALF OF THE FOOT SOLDIER LEGACY CENTER, OTHER HALF OF THE OUCCPANT LOAD USES THE MAIN EGRESS INFRASTRUCTURE.

NOTES

EXIT 9 LEVEL 1 LEVEL 1 0.2 0.3 46 230 230

EXIT 8 LEVEL 1 LEVEL 1 0.2 0.3 33 165 165 5

EXIT 7 LEVEL 1 LEVEL 1 0.2 0.3 33 165 165 4

EXIT 6 LEVEL 1 LEVEL 1 0.2 0.3 33 165 165 3

EXIT 5 LEVEL 1 LEVEL 1 0.2 0.3 33 165 165

EXIT 4 LEVEL 1 LEVEL 1 0.2 0.3 39 195 195

EXIT 3 LEVEL 1 LEVEL 1 0.2 0.3 30 150 150

EXIT 2 LEVEL 1 LEVEL 1 0.2 0.3 68 340 340

EXIT 1 LEVEL 1 LEVEL 1 0.2 0.3 68 340 340 1

LEVEL/RAMPS STAIRS ACCESS STAIRS DISCH. ACCESS STAIRS DISCH.

EXIT NUMBER AREA SERVED

LEVEL OF

EXIT

DISCHARGE

EGRESS CAPACITY FACTOR

(INCHES PER PERSON)

EFFECTIVE WIDITH OF EGRESS

COMPONETS (INCHES)

EXIT COMPONENT CAPACITY

(PEOPLE) EFFECTIVE EXIT

CAPACITY

(PEOPLE)

NOTES

MEANS OF EGRESS - OCCUPANT LOAD CALCULATIONS FOR LEVEL 1

5. EXIT SERVES RESTROOM OCCUPANTS AND EXIT STAIR DISCHARGE.

4. EXIT SERVES ONE HALF OF THE CORRIDOR, THE OTHER HALF OF THE OCCUPANT LOAD USES THE MAIN BUILDING EGRESS INFRASTRUCTURE.

3. EXIT SERVICES ONE THIRD OF THE BOOKSTORE, BACK OF HOUSE AREAS, AND EXIT STAIR.

2. EXIT SERVES THE OCCUPANT LOAD OF THE SECURITY OFFICE.

1. EXIT SERVES ONE HALF OF THE FOOT SOLDIER LEGACY CENTER OCCUPANT LOAD, OTHER HALF OF THE OUCCPANT LOAD USES THE MAIN EGRESS INFRASTRUCTURE.

NOTES

EXIT 2 LEVEL 2 LEVEL 1 0.2 0.3 33 46 33 165 153 165 153 2

EXIT 1 LEVEL 2 LEVEL 1 0.2 0.3 33 62 33 165 207 165 165 1

LEVEL/RAMPS STAIRS ACCESS STAIRS DISCH. ACCESS STAIRS DISCH.

EXIT NUMBER AREA SERVED

LEVEL OF

EXIT

DISCHARGE

EGRESS CAPACITY FACTOR

(INCHES PER PERSON)

EFFECTIVE WIDITH OF EGRESS

COMPONETS (INCHES)

EXIT COMPONENT CAPACITY

(PEOPLE) EFFECTIVE EXIT

CAPACITY

(PEOPLE)

NOTES

MEANS OF EGRESS - OCCUPANT LOAD CALCULATIONS FOR LEVEL 2

7 158

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D o c s N P S S e lm a In te rp re ti v e C e n te r_ F P C E N T R A L .r v t

Designer

Author LS07Checker

02/17/23

MEANS OF EGRESS

TABLES - LIFE SAFETY

NPS Rehabilitate Selma Interpretive Center

FLOOR 127 127 318 318 NONE

OCCUPANT LOAD VS EXIT CAPACITY

TOTAL OCCUPANT LOAD 127 127

MECH ROOM 70 300 1 1

AV 30 300 1 1

STORAGE/MECHANICAL USE

BREAK ROOM 128 15 9 9

GALLERY/MEETING ROOM 1542 15 103 103

ASSEMBLY USE (calculated using net area)

GROSS BUSINESS 2,133 150 15 15

BUSINESS USE

OCCUPANT

LOAD USING

COMMON

EXITS

ADDITIONAL

OCCUPANT

LOAD

TOTAL

OCCUPANT

LOAD

STAIRS EXTER. TOTAL

USE/FUNCTION OF SPACE

AREA (GROSS SQUARE FEET

UNLESS OTHERWISE NOTED)

OCCUPANT LOAD FACTOR

(GROSS SQUARE FEET UNLESS

OTHERWISE NOTED)

OCCUPANT LOAD (NUMBER OF

PERSONS)

COMBINED EXIT CAPACITY FROM EXIT

COMPONENT

EXIT DEFICIENCY

(PERSONS)

NOTES

MEANS OF EGRESS - OCCUPANT LOAD CALCULATIONS FOR LEVEL 3

EXIT STAIR 2 LEVEL 3 LEVEL 1 0.2 0.3 33 46 33 165 153 165 153

EXIT ACCESS STAIR LEVEL 3 LEVEL 1 0.2 0.3 33 64 165 213 165

LEVEL/RAMPS STAIRS ACCESS STAIRS DISCH. ACCESS STAIRS DISCH.

EXIT NUMBER AREA SERVED

LEVEL OF

EXIT

DISCHARGE

EGRESS CAPACITY FACTOR

(INCHES PER PERSON)

EFFECTIVE WIDITH OF EGRESS

COMPONETS (INCHES)

EXIT COMPONENT CAPACITY

(PEOPLE) EFFECTIVE EXIT

CAPACITY (PEOPLE)

NOTES

MEANS OF EGRESS - OCCUPANT LOAD CALCULATIONS FOR LEVEL 3

8 158

218940

A. SENK

DN

UP

1. START NOT

ES HERE

A30

A30

A3

A30

A20

830 SFVOTING RIGHTS

CENTER

90 SFSEC. OFFICE

50 SFVEST.

1220 SF

MULTIPURPOSE ROOM

120 SFVEST.

200 SFAV/STOR.

310 SFSTAIR

130 SFCORR.

100 SFRESTROOM

100 SFRESTROOM

2340 SFLOBBY

920 SFBOOKSTORE

270 SF

WOMENS RESTROOM 230 SF

MENS RESTROOM

120 SF

FAMILY RESTROOM

60 SFCUST.

220 SFRoom

80 SFSTOR.

70 SFOFFICE

50 SFVEST

100 SFSTAIR

140 SFCORR.

50 SFVEST

80 SFSTORAGE

SITE SURVEY

SELMA, AL

SELMA NPS VISITOR CENTER

GOVERNMENT PROVIDED REFERENCE INFORMATION

9 158

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEETA/E FIRM:

OF

PMIS/PKG NO

SHEET

218940

ARCHITECT:

DRAWING NO.

175308

628L. BUTLER

L. BUTLER C0D. BAKER

12/22/2022

PROPOSED

CONSTRUCTION

STAGING PLAN

REHABILITATE SELMA INTERPRETIVE CENTER

XX

XX

KEY PLAN

8 0 8 16

SCALE OF FEET

02-17-2023 10 158

HDR, INC.

N 875847.1491 E 21171081.2067

3'-111 2"

15'-11 2"

5'-81 2"

28' 11'-31

2"

16'

11'-71 2"

6'-91 2"

22'-11 2"

5'-8"

13'-10"

32'

3'-7"

22'-7"

8'-101 2"

21'-2"

15'-6"

4'-3"

28'

9'-6"

9'-6"

25'

25'

8'-51 2"

35'-71 2"

12'-41 2"

11'-1"

12'-21 2"

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEETA/E FIRM:

OF

PMIS/PKG NO

SHEET

218940

ARCHITECT:

DRAWING NO.

175308

628L. BUTLER

L. BUTLER C1D. BAKER

12/22/2022

NEW SITE PLAN -

COURTYARD

REHABILITATE SELMA INTERPRETIVE CENTER

XX

XX

KEY PLAN

8 0 8 16

SCALE OF FEET

11 15802-17-2023

29'-8"

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEETA/E FIRM:

OF

PMIS/PKG NO

SHEET

218940

ARCHITECT:

DRAWING NO.

175308

628L. BUTLER

L. BUTLER C2D. BAKER

12/22/2022

SITE GRADING

PLAN

REHABILITATE SELMA INTERPRETIVE CENTER

XX

XX

KEY PLAN

9 0 9 18

SCALE OF FEET

02-17-2023 12 158

HDR, INC.

NOTE: GENERAL CONTRACTOR WILL BE RESPONSIBLE

FOR ALL CLEARING AND REMOVAL OF DEBRIS AND

VEGETATION IN THE 8 & 10 BROAD VACANT LOT TO

ACCOMMODATE THE NEW SITE LAYOUT

FENCE POST

(STEEL "T" POST)

40" LENGTH 2'-0" MIN.

FENCE POST

24" MIN. ABOVE

GROUND

GROUND

LINE

FENCE POST

DRIVE MIN. 16" INTO GROUNDFILTER CLOTH

MIN. 6" INTO GROUND

VERTICALLY

CATCH

BASIN

SECTION VIEW

1'-0" MIN.

1'-0" MIN.

FENCE POST

(STEEL "T" POST)

WOVEN WIRE

FENCE

FILTER CLOTH

PLAN VIEW

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEETA/E FIRM:

OF

PMIS/PKG NO

SHEET

218940

ARCHITECT:

DRAWING NO.

175308

628L. BUTLER

L. BUTLER C3D. BAKER

12/22/2022

SOIL EROSION AND

SEDIMENTATION

REHABILITATE SELMA INTERPRETIVE CENTER

XX

XX

KEY PLAN

9 0 9 18

SCALE OF FEET

02-17-2023 13 158

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEETA/E FIRM:

OF

PMIS/PKG NO

SHEET

218940

ARCHITECT:

DRAWING NO.

175308

628L. BUTLER

L. BUTLER C4D. BAKER

12/22/2022

STORMWATER PLAN

REHABILITATE SELMA INTERPRETIVE CENTER

XX

XX

KEY PLAN

9 0 9 18

SCALE OF FEET

02-17-2023 14 158

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEETA/E FIRM:

OF

PMIS/PKG NO

SHEET

218940

ARCHITECT:

DRAWING NO.

175308

628L. BUTLER

L. BUTLER C5D. BAKER

12/22/2022

STORMWATER

PROFILES

REHABILITATE SELMA INTERPRETIVE CENTER

XX

XX

2 0 5 HORIZ.

SCALE OF FEET

1 0 2 VERT.1

02-17-2023 15 158

90'-3"

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEETA/E FIRM:

OF

PMIS/PKG NO

SHEET

218940

ARCHITECT:

DRAWING NO.

175308

628L. BUTLER

L. BUTLER C6D. BAKER

12/22/2022

SANITARY SEWER

PLAN & PROFILE

REHABILITATE SELMA INTERPRETIVE CENTER

XX

XX

KEY PLAN

9 0 9 18

SCALE OF FEET

2 0 5 HORIZ.

SCALE OF FEET

1 0 2 VERT.1

02-17-2023 16 158

2"

SEALANT

#4 TIE BARS, 30" LONG

DEFORMED BAR, 30" O.C.

2" X 1" KEY

T/4" 3 8"

T

MEDIUM BROOM

FINISH(TYP.)

6X6 - W1.4XW1.4 W.W.F. FOR

SIDEWALKS GREATER THAN

10'-0" WIDE

CONCRETE

WALK PAVING

2% SLOPE(TYP.)

ALL PLAN DIMENSIONS TO

BACK OF CURB (U.N.O.)(TYP.)

FINISHED

GRADE (TYP.)

REVERSE SLOPE WHERE

DRAINAGE IS AWAY

FROM CURB

EXISTING GRADE

OVER EXCAVATE 2" MIN

BELOW CONCRETE

PAVING SUBGRADE

TOOLING

MARKS

WOOD FLOAT

FINISH

SEALANT

CONCRETE

MIN. 3000 PSI

EXPANSION

JOINT

SEALANT

SAW CUT

" DEPTH

MIN.

2"

2"

8"

SEALANT

PREMOLDED

FILLER

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEETA/E FIRM:

OF

PMIS/PKG NO

SHEET

218940

ARCHITECT:

DRAWING NO.

175308

628L. BUTLER

L. BUTLER C7D. BAKER

12/22/2022

DETAILS

REHABILITATE SELMA INTERPRETIVE CENTER

XX

XX

02-17-2023 17 158

REMOVE AND

DISPOSE OF EXISTING

STORAGE AREA.

PROTECT AND

PRESERVE EXISTING

WALL BEHIND.

REMOVE AND DISPOSE OF

EXISTING STAIR

STRUCTURE AND

FOUNDATION. PROTECT

AND PRESERVE ADJACENT

BUILDING.

REMOVE AND DISPOSE OF

EXISTING STUB WALL.

REMOVE AND DISPOSE OF

EXISTING CHAIN LINK FENCE

PRESERVE AND PROTECT

EXISTING AIR UNITS AND

CONCRETE SLAB 6'-9" FROM

FACE OF BUILDING. FIELD

VERIFY LOCATION OF

EXISTING AIR UNITS.

REMOVE AND DISPOSE OF ALL

VEGETATION AND PAVEMENT

WITHIN COURTYARD AREA

PROTECT AND PRESERVE

EXISTING SIDEWALK

PAVERS.

SAW CUT AND REMOVE

EXISTING CONCRETE SLAB

ADJACENT TO 4 BROAD

STREET AND EXCESS

CONCRETE SLAB FARTHER

THAN 6'-9" FROM 2 BROAD

STREET. FIELD VERIFY

LOCATIONS OF EXISTING

AIR UNITS PRIOR TO

REMOVAL.

PRESERVE AND PROTECT

EXISTING DRAINAGE INLET

REMOVE EXISTING GAS

PIPING REMNANTS.

COORDINATE WITH OWNER

ON PREFERENCE OF

DISPOSAL OR RELOCATION.

GENERAL DEMOLITION NOTES:

1. PRIOR TO ANY EXCAVATION AT THE SITE, CONTRACTOR SHALL CONSULT WITH OWNER'S PERSONNEL AND

UTILITY COMPANIES REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. NO COMPENSATION WILL BE ALLOWED FOR DAMAGE RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. REPORT ANY DAMAGE TO EXISTING UTILITIES PRIOR TO REPAIR. DAMAGE TO UTILITIES AND STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER OF THE

UTILITY.

2. FIELD VERIFY EXISTING GRADES AND LOCATIONS OF EXISTING UTILITIES, CONDUIT, LINES, POLES, TREES, PAVING, BUILDING AND OTHER SITE STRUCTURES PRIOR TO DEMOLITION OR CONSTRUCTION AND IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. THE CONTRACTOR SHALL

REPORT TO THE OWNER ANY DAMAGE TO OWNER'S PROPERTY PRIOR TO REPAIR.

3. PROTECT ALL ITEMS WITHIN CONTRACT LIMITS NOT INDICATED TO BE REMOVED. NOTIFY THE LANDSCAPE

ARCHITECT OF ANY DISCREPANCIES.

4. CONTACT THE LANDSCAPE ARCHITECT PRIOR TO REMOVING ANY PLANT MATERIAL NOT INDICATED TO BE

PROTECTED OR REMOVED.

5. CONTRACTOR TO PROVIDE ADEQUATE BARRICADES AND TRAFFIC CONTROL. COMPLY WITH REQUIREMENTS

OF LOCAL JURISDICTION.

6. CONTRACTOR SHALL SAW CUT ALL ASPHALT OR CONCRETE TO BE REMOVED TO THE NEAREST CONTROL

JOINT WHERE PRACTICAL.

7. PROTECT ALL ITEMS WITHIN CONTRACT LIMITS NOT INDICATED TO BE REMOVED. NOTIFY THE LANDSCAPE

ARCHITECT OF ANY DISCREPANCIES.

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

175308

218940

JC

N. NASH

SELMA TO MONTGOMERY HISTORIC TRAIL

CH

010/14/2022

L1

SITE DEMOLITION PLAN

ASCALE 1" = 10'-0"

10 0 10 20

SCALE OF FEET

PLAN

NORTH

02-17-2023 18 158

CENTERLINE OF 4

BROAD STREET REAR

ENTRANCE

Ø12'

CENTER CIRCULAR

PLANTER WITHIN

SQUARE

CENTER PEDESTAL WITH

ORIENTATION MAP ON

WALKWAY AXIS

CENTER LINE OF

PRIMARY WALKWAY

INSTALL FENCE SYSTEM

CENTERED ON CONTINUOUS

1'-0" WIDE CONCRETE BAND.

SEE DETAIL 3/L7 FOR POST

SPACING AND PANEL WIDTHS,

TYP.

CENTER BENCH

WITHIN PLANTING

AREA.

PROPOSED RESTROOM

FACILITY. RE: ARCH

SHEETS

BASE POINT FOR LAYOUT IS WHERE

CONCRETE BAND COMES

PERPENDICULAR FROM 2 BROAD

STREET BUILDING. FIELD VERIFY

AND THEN ESTABLISH

CENTERLINES OF PRIMARY

WALKWAY AND 4 BROADSTREET

REAR ENTRANCE. WORK OUTWARD

FROM MAIN SQUARE.

16.0

OPENING

4.0

21.5

9.0

4.0

OPENING

11.625

1.0

6.0

6.0

6.0

6.0

6.0

6.0

6.0

1.5

25.0

1.5

8.5

8.5

6.0

7.5 5.5

7.0

6.0

6.0

4.0

8.0

OPENING

4.0

1.0 TYP.2.0 TYP.

1.0

2.0, TYP.

12.0

11.5

3.5 29.5

6.0

2.167

4.0

5.0

3.5

4.0

GENERAL LAYOUT NOTES:

1. ALL CURB AND GUTTER DIMENSIONS ARE TO FACE OF CURB. ALL SIDEWALK DIMENSIONS ARE TO THE BACK OF CURB UNLESS

OTHERWISE NOTED.

2. WHEN CONTROL POINTS ARE PROVIDED THE CONTRACTOR SHALL VERIFY CONTROL POINTS PRIOR TO CONSTRUCTION.

3. ALL RAMPS AND CURB RAMPS SHALL COMPLY WITH FEDERAL AND LOCAL ACCESSIBILITY STANDARDS.

4. CONTRACTOR TO SUPPLY AND INSTALL ALL NECESSARY SLEEVES UNDER PAVING AND WALKS. COORDINATE LOCATIONS WITH

GENERAL CONTRACTOR.

5. SITE PLAN SHOWS DIAGRAMMATIC LAYOUT OF CONTROL JOINTS. UNLESS NOTED OTHERWISE EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM OF 35' O.C. AND ADJACENT TO FIXED VERTICAL STRUCTURES SUCH AS WALLS, CURBS, STEPS AND

BUILDINGS.

6. PROPOSED SIGNAGE TO MEET LOCAL SIGN CODES. CONTRACTOR SHALL SECURE SIGN PERMITS WHERE REQUIRED.

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

175308

218940

JC

N. NASH

SELMA TO MONTGOMERY HISTORIC TRAIL

CH

010/14/2022

ASCALE 1" = 10'-0"

10 0 10 20

SCALE OF FEET

L2

SITE LAYOUT PLAN

PLAN

02-17-2023 19 158

L7

L7

L7

5'-6" HEIGHT LOUVERED

SCREEN WALL, AS

SPECIFIED. FIELD

VERIFY AND INSTALL

DIRECTLY ONTO

EXISTING STOOP

8'-0" HEIGHT LOUVERED

SCREEN WALL, AS SPECIFIED

4'-0" WIDE OPENING

PEDESTRIAN GATE WITH

PERFORATED MARCHERS

PANEL TO MATCH FENCING

8'-0" WIDE OPENING

PEDESTRIAN DOUBLE

GATE WITH

PERFORATED

MARCHERS TO MATCH

FENCING

16'-0" WIDE VEHICULAR

DOUBLE GATE WITH

PERFORATED

MARCHERS PANESL TO

MATCH FENCING

16'-0" WIDE VEHICULAR

DOUBLE GATE TO

MATCH LOUVERED

SCREEN WALL, AS

SPECIFIED

8'-0" LOUVERED SCREEN

WALL, AS SPECIFIED

PROPOSED RESTROOM

FACILITY. RE: ARCH

SHEETS

CLEAN AND RE-TUCK

POINT EXISTING WALL,

RE: ARCH SHEETS

1/2" SLOT DRAIN. AS

SPECIFIED

EXISTING CONCRETE PAD AND

AIR UNITS. FIELD VERIFY

BEFORE CONSTRUCTION

DRAIN INLET, RE: CIVIL

SHEETSDRAIN INLET, RE: CIVIL

SHEETS

MANHOLE COVER, RE:

CIVIL SHEETS

PROVIDE SOLDIER COURSE

AND SINGLE SHINER COURSE

IN DARKER COLOR AT EDGE

OF BRICK PAVEMENT TO

MATCH PLAN. FILL PAVER

FIELDS WITH HERRINGBONE

PATTERN, TYP.

RE: SPECIFICATIONS FOR

PAVER COLORS

6'-0" HEIGHT

PEDESTRIAN FENCE

WITH PERFORATED

MARCHERS PANELS, AS

SPECIFIED

NOTE: INSTALL LOUVERED

SCREEN WALL AND

PEDESTRIAN FENCE WITH

THE SAME TOP OF FENCE

ELEVATION.

GENERAL MATERIALS NOTES:

1.1. SEE SHEET L2 FOR GENERAL LAYOUT NOTES

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

175308

218940

JC

N. NASH

SELMA TO MONTGOMERY HISTORIC TRAIL

CH

010/14/2022

ASCALE 1" = 10'-0"

10 0 10 20

SCALE OF FEET

L3

SITE MATERIALS PLAN

KEYNOTE LEGEND

1. CONCRETE PAVEMENT, RE: CIVIL SHEETS.

2. VEHICULAR CONCRETE PAVEMENT, RE: CIVIL SHEETS.

3. UNIT PAVERS ON CONCRETE BASE, RE: 3/L5.

4. VEHICULAR UNIT PAVERS ON CONCRETE BASE, RE: 4/L5.

5. FLUSH GRANITE EDGER, RE: 5/L5.

6. FLUSH GRANITE SLAB, RE: 6/L5.

7. GRANITE SEATWALL, RE: 9/L5 AND 10/L5.

8. LOUVERED SCREEN WALL, RE: 5/L6 AND 6/L6.

9. FLUSH GRANITE ENTRANCE BAND WITH INSCRIPTION, RE: 7/L5.

10. FLUSH GRANITE TIMELINE BAND, RE: 8/L5.

11. GRANITE PLANTER CURB, RE: 11/L5.

12. GRANITE PEDESTAL WITH ORIENTATION MAP. RE:12/L5.

PLAN

02-17-2023 20 158

2 CS

4 MC

1 CS

6 MC

1 CS

4 MC

2 CS

4 AA

20 LM

20 LM

28 CE

12 MC

2 CS

38 CE

28 LM

28 LM

38 CE

32 LM

9 MC

MC10

HQ3

MC9

10 MC

17 CE

2 CS

8 MC

3 HQ

RR6

MC12

12 MC

6 RR

CE56

LM60

LM20

29 LM

44 CE

CE30

RR4

CS4

RR6 27 CE

26 MC

MC15

51 LM

CE16

84 LM

LM31

AA4

MC8

6 RR

RR8

CE24

MC10

LM20

TREES QTY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS

AA 8 Amelanchier arborea Downy Serviceberry 2" CAL B&B SPECIMEN

SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS

CS 14 Camellia sasanqua Sasanqua Camellia 3 GAL CG 60" O.C.

HQ 8 Hydrangea quercifolia Oakleaf Hydrangea 3 GAL CG 60" O.C.

RR 28 Rosa x 'Radrazz' TM Knock Out Shrub Rose 3 GAL CG 36" O.C.

GRASSES & SEDGES QTY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS

CE 318 Carex eburnea Bristleleaf Sedge 1 GAL CG 12" O.C.

MC 177 Muhlenbergia capillaris Pink Muhly Grass 1 GAL CG 24" O.C.

PERENNIALS QTY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS

LM 439 Liriope muscari Lilyturf 1 GAL CG 12" O.C.

PLANT SCHEDULE WORK AREA

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

175308

218940

JC

N. NASH

SELMA TO MONTGOMERY HISTORIC TRAIL

CH

010/14/2022

ASCALE 1" = 10'-0"

10 0 10 20

SCALE OF FEET

GENERAL PLANTING NOTES:

1. PLANT QUANTITIES IN PLANT SCHEDULE ARE FOR CONVENIENCE ONLY AND ARE NOT GUARANTEED. QUANTITIES ON PLAN WILL

PREVAIL IF DISCREPANCIES OCCUR.

2. THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL SHRUBS, PERENNIALS, ORNAMENTAL GRASSES, AND ANNUALS WITHIN 21 DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND ACCEPTANCE OF THE PROJECT.

3. SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES FOR THE SPECIFIED MATERIAL, AND HAS PROVEN THAT THE SPECIFIED MATERIAL IS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME AND VARIETY OF SUBSTITUTION TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO TAGGING OR PLANTING. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANT HAVING SAME ESSENTIAL CHARACTERISTICS.

4. ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PLANT LIST. KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO THE AMERICAN STANDARD

FOR NURSERY STOCK (ANSI Z60.1), MOST RECENT EDITION.

5. STAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE CONTRACTING OFFICER FOR

APPROVAL PRIOR TO PLANTING.

6. PLANT FIVE TREES FOR CONTRACTING OFFICER APPROVAL PRIOR TO PLANTING THE REMAINING TREES ON SITE.

DEMONSTRATION SHOULD ILLUSTRATE A COMPREHENSIVE UNDERSTANDING OF INFORMATION INCLUDED IN PLANTING

DETAILS AND SPECIFICATIONS.

7. PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR APPROVAL OF PLANT LAYOUT AND SAMPLE TREE PLANTINGS.

8. THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE CONTRACTING OFFICER PRIOR TO

PLANTING.

9. SOD/SEED ALL AREAS WITHIN CONTRACT LIMITS, NOT COVERED BY PAVING, BUILDINGS, OR PLANTING BEDS, UNLESS

OTHERWISE NOTED.

10. CONTRACTOR SHALL PLACE SHREDDED BARK MULCH AROUND ALL TREES AND IN ALL PLANTING BEDS TO A DEPTH OF 3".

11. SEE SPECIFICATIONS FOR PLANT MAINTENANCE AND WARRANTY REQUIREMENTS.

12. CONTRACTOR TO PROVIDE PLANTING SOIL TO A DEPTH OF 3'-0" FOR ALL PLANTING AREAS WITHIN THE COURTYARD AREA; SEE

SPECIFICATIONS.

13. CONTRACTOR TO PROVIDE DRIP IRRIGATION, AS SPECIFIED, FOR ALL PLANTS WITHIN THE COURTYARD AREA. ALL IRRIGATION TO BE PLACED 24 INCHES MINIMUM FROM BUILDING WALLS AND DIRECTED AWAY FROM BUILDING WALLS.

L4

SITE PLANTING PLAN

FOR REFERENCE ONLY

N.I.C.

PLAN

02-17-2023 21 158

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

175308

218940

JC

N. NASH

SELMA TO MONTGOMERY HISTORIC TRAIL

CH

010/14/2022

L5

SITE DETAILS

UNIT PAVERS ON CONCRETE BASE, TYP. 1" = 1'-0"

AGGREGATE BASE

COURSE

COMPACTED SUBGRADE

1/8" POLYMERIC SAND

SWEPT JOINT, TYP

CLAY UNIT PAVER, AS

SPECIFIED; STYLE VARIES

SLOW-SET SPRAY TACK COAT

1" BITUMINOUS SETTING BED

NEOPRENE TACK COAT

4" 4"

L5

3 VEHICULAR UNIT PAVERS ON CONCRETE BASE, TYP.1" = 1'-0"

AGGREGATE BASE

COURSE

COMPACTED SUBGRADE

1/8" POLYMERIC SAND

SWEPT JOINT, TYP

CLAY UNIT PAVER, AS

SPECIFIED; STYLE VARIES

SLOW-SET SPRAY TACK COAT

1" BITUMINOUS SETTING BED

NEOPRENE TACK COAT

4" 7"

L5

FLUSH GRANITE EDGER, TYP. 1" = 1'-0"

6"

1'-0"

ADJACENT PAVING, SEE PLANS

6" WIDE GRANITE BAND WITH

SANDBLASTED COURSE FINISH

WITH MINIMUM LENGTH OF 3'-0".

MATCH THICKNESS OF ADJACENT

PAVERS (2 1/4" MINIMUM). MAINTAIN

3/8" MORTARED JOINT.

6"

ADJACENT SURFACE VARIES. SEE PLANS.

1" MORTAR SETTING BED

THICKENED EDGE OF CONCRETE SUBBASE

COMPACTED SUBGRADE

5 FLUSH GRANITE SLAB, TYP. 1" = 1'-0"

1'-6"

SEAT WALL BEYOND

2-1/4" THICK GRANITE BAND WITH

SAND BLASTED COARSE FINISH.

MAINTAIN 3/8" MORTARED JOINT.

MINIMUM LENGTH 3'-0"

BUTT JOINT, TYP.

ADJACENT UNIT PAVERS

4" CONCRETE PAVING

COMPACTED SUBGRADE

AGGREGATE BASE COURSE

GRANITE SLAB

INSCRIPTION (TEXT

BY OTHERS)

"THE JOURNEY"

COURTYARD AND CONTEMPLATIVE GARDEN

XXXX 2024

FLUSH GRANITE ENTRANCE BAND WITH INSCRIPTION

1/2" = 1'-0"

1'- 0"

2" HEIGHT LETTERS (GOUDY

OLD STYLE) CENTER JUSTIFIED

1-1/2" HEIGHT LETTERS (GOUDY

OLD STYLE) CENTER JUSTIFIED

3/4" HEIGHT LETTERS (GOUDY

OLD STYLE) CENTER JUSTIFIED

GRANITE BAND WITH INSCRIPTION

(TEXT BY OTHERS)

ADJACENT FLUSH CONCRETE

BAND AND UNIT PAVERS, TYP.

8'-0"

MARCH 9, 1965

TURNAROUND TUESDAY

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXX

FLUSH GRANITE TIMELINE BAND, TYP. 1" = 1'-0"

4'-0"

1'- 0"

2" HEIGHT LETTERS (GOUDY

OLD STYLE) CENTER JUSTIFIED

1-1/2" HEIGHT LETTERS

(GOUDY OLD STYLE) CENTER

JUSTIFIED

REMOVABLE GRANITE SLAB

FOR ENGRAVING BY OTHERS

GRANITE SEATWALL, TYP. 1" = 1'-0"

SANDED TOP

GRANITE SEAT WALL WITH

SPLIT FACE SIDES

FINISHED GRADE

EASE EXPOSED EDGES, TYP.