A23_131 Jackson County Fleet _ 30_ CONSTRUCT.pdf
PDF 12 MB Posted
- Attached to
- Jackson County Fleet Maintenance & Public Works Facility Construction manager at Risk (CMAR)
- Solicitation number
- PE-67800-NONST-2024-000000011
- Issued by
- Jefferson County, Georgia
About this file
This document is a Request for Proposals (RFP) issued by Jackson County, Georgia for the construction of a new 22,000 square foot Fleet Maintenance & Public Works facility. The project will involve the development of approximately 4.28 acres located just outside the City Limits of Jefferson, Georgia off County Farm Road. The new facility will consist of a pre-engineered metal building structure for use as a fleet maintenance and public works facility, along with site work including new parking, landscaping, and hardscaping. Proposals must be submitted in a sealed envelope no later than 2:00 p.m. EST on September 6, 2024 at the Jackson County Administrative Building. Proposals must include four (4) hard copies and one (1) electronic PDF on a storage device. The Owner reserves the right to reject any and all proposals.
The RFP does not provide specific pricing terms, set asides, or funding requirements. It states that the Owner anticipates awarding a contract for preconstruction services, and, at the County's discretion, a subsequent contract for construction. No information is provided regarding incumbents or the current environment.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| A23_131 _ JCFM_PW _ Addendum 1.pdf | ||
| JCFM _ CMAR RFP 24_08_01.pdf | ||
| Exhibt A Worksheet.xlsx | XLSX spreadsheet | |
| JCFM _ CMAR RFP Advertisement 24_08_01.pdf |
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Text version
ROOM NAME
& NUMBER
ENLARGED
DETAIL
REFERENCE
SECTION
REFERENCE
INTERIOR
ELEVATION
MARK
COLUMN
REFERENCE
DIMENSION LINE
TO FACE OF STUD,
MASONRY OR
CONCRETE
N
DIMENSION LINE
TO COLUMN
CENTERLINE
X'-X"
A.F.F.
NORTH ARROW
PARTITION TYPE
PLAN KEYNOTE
DOOR REFERENCE
NUMBER
WINDOW
REFERENCE TYPE
CEILING TYPE TAG
EXTERIOR FINISH
TYPE
REVISION NUMBER
ELEVATION
MARKER
DIMENSION LINE
TO FINISH
ASSEMBLIES
Symbol Legend
AX.X
X
SIM
X
X
X
XX
X' - X"
X' - X"
X' - X"
INTERIOR
FINISH TAG
X
BREAK LINE
X View Name
1/8" = 1'-0"AX.X
EXTERIOR
ELEVATION
MARK
AX.X
X
PLAN NORTH
TRUE NORTH
AX.X X
SIM
X
AX.X
XX-X
XX-X
XX-X
1' - 0"1t
X
Applicable Codes
THE FOLLOWING CODES SHALL GOVERN THE CONSTRUCTION OF THIS PROJECT:
INTERNATIONAL BUILDING CODE (IBC):
2018 EDITION WITH 2022 GEORGIA AMENDMENTS
INTERNATIONAL FIRE CODE (IFC):
2018 EDITION WITH 2022 GEORGIA AMENDMENTS
INTERNATIONAL PLUMBING CODE (IPC):
2018 EDITION WITH 2022 GEORGIA AMENDMENTS
INTERNATIONAL MECHANICAL CODE (IMC):
2018 EDITION WITH 2020 GEORGIA AMENDMENTS
INTERNATIONAL FUEL AND GAS CODE:
2018 EDITION WITH 2022 GEORGIA AMENDMENTS
NATIONAL ELECTRIC CODE (NEC):
2021 EDITION WITH NO GEORGIA AMENDMENTS
INTERNATIONAL ENERGY CONSERVATION CODE (IECC):
2015 EDITION WITH 2022 GEORGIA AMENDMENTS
DEPARTMENT OF JUSTICE ADA STANDARDS FOR ACCESSIBLE DESIGN:
2010 EDITION WITH NO GEORGIA AMENDMENTS
NFPA 101 LIFE SAFETY CODE:
2018 EDITION WITH 2020 GEORGIA AMENDMENTS
Project Information
PROJECT NAME: JACKSON COUNTY FLEET
MAINTENANCE & PUBLIC WORKS
FACILITY
PROJECT ADDRESS: HENDRIX DR, JEFFERSON, GA 30549
ZONING DISTRICT: ZONE (CH)
OCCUPANCY GROUP: STORAGE (S-1)
INCIDENTAL OCCUPANCY: BUSINESS (B)
INCIDENTAL OCCUPANCY: HIGH HAZARD (H-2)
CALCULATED OCCUPANCY LOAD: 113
TYPE OF CONSTRUCTION: IIB
SPRINKLERED OR SPRINKLERED
UNSPRINKLERED:
CODE - BUILDING AREA LIMIT: 70,000 SQ. FT.
NEW BUILDING AREA: 21,975 SQ. FT.
CODE - HEIGHT LIMIT: 75'-0" (3 STORIES)
NEW BUILDING HEIGHT: 25'-2" (1 STORY)
FIRE ALARM: YES
Project Directory
OWNER: JACKSON COUNTY BOARD OF COMMISIONERS
67 ATHENS STREET
JEFFERSON, GA. 30549
ARCHITECT: PRECISION PLANNING INC.
P.O. BOX 2210
400 PIKE BOULEVARD
LAWRENCEVILLE, GEORGIA 30046-2210
CONTACT: B. KENT SNYDER II
PHONE NUMBER: (770) 338-8000
STRUCTURAL ENGINEER: WILLIAM J. PELTIER & ASSOCIATES INC.
270 LANGLEY DRIVE
LAWRENCVILLE, GA 30046
MECHANICAL/PLUMBING JOHNSON SPELLMAN & ASSOCIATES INC.
ENGINEER: 350 RESEARCH COURT
PEACHTREE CORNERS, GA 30092
ELECTRICAL ENGINEER: BARNETT CONSULTING ENGINEERS,INC.
655 ENGINEERING DRIVE, SUITE 150
PEACHTREE CORNERS, GA 30092
CIVIL ENGINEER: PRECISION PLANNING INC.
P.O. BOX 2210
400 PIKE BOULEVARD
LAWRENCEVILLE, GEORGIA 30046-2210
CONTACT: TODD PARKER P.E.
PHONE NUMBER: (770) 338-8116
General Notes
1. CONTRACTOR SHALL VERIFY THAT THESE DRAWINGS CORRESPOND TO
EXISTING FIELD CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF
ANY INCONSISTENCIES BEFORE PROCEEDING WITH CONSTRUCTION. THE
CONTRACTOR SHALL ALSO NOTIFY THE ARCHITECT IMMEDIATELY OF ANY
WORK INDICATED IN THE CONTRACT DOCUMENTS THAT CANNOT BE
PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS DUE TO
EXISTING FIELD CONDITIONS.
2. THE GENERAL CONTRACTOR SHALL VERIFY ALL CLEARANCES, DIMENSIONS
AND SIZES PRIOR TO ORDERING OR PURCHASING ASSEMBLIES OR
FIXTURES FOR CONSTRUCTION.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE
AND LOCAL CODES AND REGULATIONS.
4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY
CONSTRUCTION AND ALL STAGING, SCHEDULING, MATERIAL DELIVERIES
AND OTHER ITEMS THAT AFFECT THE SEQUENCE OF CONSTRUCTION OR
SCHEDULING THE CONSTRUCTION PROJECT.
5. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WRITTEN
CLARIFICATION FROM THE ARCHITECT BEFORE CONTINUING WITH
CONSTRUCTION.
6. THE BUILDING AND SITE SHALL BE KEPT IN A CLEAN AND ORDERLY MANNER
AT ALL TIMES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR
DISPOSING OF DEBRIS IN A CONSISTENT AND LEGAL MANNER. REFER TO
SPECIFICATIONS FOR WASTE MANAGEMENT PLAN REQUIREMENTS.
7. CONTRACTORS ARE REQUIRED TO HAVE A VALID GEORGIA STATE GENERAL
CONTRACTING LICENSE FOR COMMERCIAL PROJECTS. THE GENERAL
CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO PROVIDE THE
GEORGIA SECURITY AND IMMIGRATION COMPLIANCE ACT AFFIDAVIT AND
THE RESIDENCY STATUS AFFIDAVIT. REFER TO DIVISION 0 OF THE
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
8. THE ARCHITECT DOES NOT GUARANTEE THE PERFORMANCE OF THE
PROJECT IN ANY RESPECT OTHER THAN THE ARCHITECTURAL WORK
PERFORMED WHICH MEETS THE STANDARDS OF PROFESSIONAL CARE.
9. THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND
SHORING FOR ALL WORK DURING THE CONSTRUCTION PERIOD.
10. PROVIDE SEPARATION BETWEEN ALL DISSIMILAR METALS.
11. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND INSTALLATION.
12. ALL CONSTRUCTION OFFICES SHALL BE PERMITTED SEPARATELY.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF
ALL CONSTRUCTION WASTE AND DEBRIS.
14. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING NECESSARY
FENCING AND ALL SAFETY MEASURES REQUIRED TO PROTECT THE
GENERAL PUBLIC FROM DEMOLITION AND CONSTRUCTION WORK FOR THE
DURATION OF THE PROJECT.
15. IN THE EVENT THE OWNER, THE OWNER'S CONTRACTORS OR
SUBCONTRACTORS, OR ANYONE FOR WHOM THE OWNER IS LEGALLY
LIABLE MAKES OR PERMITS TO BE MADE ANY CHANGES TO THE
CONSTRUCTION DOCUMENTS PREPARED BY PRECISION PLANNING , INC.
RELATING TO THIS PROJECT WITHOUT OBTAINING PRECISION PLANNING,
INC.'S PRIOR WRITTEN CONSENT, THE OWNER SHALL ASSUME FULL
RESPONSIBILITY FOR THE RESULTS OF SUCH CHANGES. THEREFORE THE
OWNER AGREES TO WAIVE ANY CLAIM AGAINST PRECISION PLANNING, INC.
AND TO RELEASE PRECISION PLANNING, INC. FROM ANY LIABILITY ARISING
DIRECTLY OR INDIRECTLY FROM SUCH CHANGES.
D A
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Sheet Index
STRUCTURAL
CS COVER SHEET
CIVIL
C2.1 SITE PLAN
LIFE SAFETY
LS1.1 LIFE SAFETY AND CODE NOTES
LS1.2 LIFE SAFETY AND CODE NOTES
LS2.1 LIFE SAFETY PLAN, NOTES AND DETAILS
ARCHITECTURAL
A1.1 PLAZA PLAN AND NOTES
A2.0 EDGE OF SLAB PLAN
A2.1 DIMENSION PLAN
A2.2 REFERENCE PLAN
A2.3 ENLARGED RESTROOM PLANS AND DETAILS
A3.1 ROOF PLAN, NOTES AND DETAILS
A3.2 ROOF DETAILS
A4.1 REFLECTED CEILING PLAN, NOTES AND DETAILS
A4.2 CEILING DETAILS
A5.1 EXTERIOR ELEVATIONS
A6.1 BUILDING SECTIONS
A6.2 WALL SECTIONS
A8.1 INTERIOR FINISH PLAN
A8.2 INTERIOR ELEVATIONS
A8.3 MILLWORK SECTIONS
A8.4 INTERIOR FINISH DETAILS
A9.1 DOOR & WINDOW SCHEDULE, NOTES & DETAILS
A10.1 FF&E PLAN AND NOTES
A10.2 SIGNAGE DETAILS
STRUCTURAL
S1.1 GENERAL NOTES
S2.1 FOUNDATION PLAN
S2.2 ROOF FRAMING PLAN
S3.1 SECTIONS AND DETAILS
S4.1 TYPICAL SECTIONS AND DETAILS
CONSTRUCTION DOCUMENTS
FOR THE
JACKSON COUNTY FLEET
MAINT. & PUBLIC WORKS
FACILITY
HENDRIX DR, JEFFERSON, GA 30549
Sheet Index
MECHANICAL
FP2.1 FIRE PROTECTION FIRST FLOOR NEW WORK PLAN
M2.1 HVAC FIRST FLOOR NEW WORK PLAN
PLUMBING
P2.1 FIRST FLOOR PLUMBING PLAN
P2.2 PLUMBING PART PLANS
ELECTRICAL
E0.0 GENERAL INFORMATION
E0.1 ELECTRICAL SITE PLAN
E1.0 ELECTRICAL ONE-LINE DIAGRAMNS & SCHEDULES
E2.1 FLOOR PLAN - LIGHTING
E3.1 FLOOR PLAN - POWER
E4.1 FLOOR PLAN - FIRE ALARM
E8.1 DETAILS
E8.2 DETAILS
E9.1 SCHEDULES
E9.2 SCHEDULES
E9.3 PANEL SCHEDULES
E9.4 PANEL SCHEDULES
D A
T E
N O
D
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C R
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GAZEBO
CONC.
(TYP.)
ONE STORY BRICK BUILDING W/ BASEMENT
FFE=895.76'
CONC. PAD
FOR GENERATOR
CONC. PAD
FOR CABINET
1.30' WIDE
BRICK WALL
RAILROAD TIE WALL
D
ITC
HD
ITC
H
D
ITC
H
D
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H
D
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H
GRAVEL
(TYP.)
6' C H
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W
/ BAR
BED
W
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6' C H
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BED
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E.O .P.
E.O .P.
E.O .P.
E.O .P.
LANDSCAPE
ISLAND (TYP.)
E.O.P.
NO GUTTER
B.O.C.
B.O.C.
GRASSED
AREA
GRASSED
AREA
GRASSED
AREAGRASSED
AREA
GRASSED
AREA GRASSED
AREA
GRASSED
AREA
MH
RIM=896.12'
IE IN=890.10'
IE OUT=890.01'
…8"PVC
8"
PV
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8"
PV
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…6"PVC
8"
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MH
RIM=891.80'
IE IN=887.09'
IE IN=886.04'
IE OUT=886.00'
MH
RIM=884.93'
IE IN=879.19'
IE OUT=879.09'
IE IN=874.19'
IE OUT=873.76'
DITCH
DITCH
CONC.
(TYP)
OVERHANG
(TYP.)
ASPHALT
PAVING
EXISTING BUILD
ING
FLEET
MAINTENANCE
BUILDING=
21,600 SQ. F
T.
22'
30'
27'
20'
9'
20'
9'
20'
9'
20'
9'
20'
9'
20'
9'
5'
120'
180'
15'
26'
15'
72'
61'
50'
30'
20'
9'
24'
9'
B
B
B
C
B
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C C
C
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C
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R42'
R42'
R
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R 7'
R 50'
R 7'
R15'
R 15'
R
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R 15'
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R6'
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C2.1
SI
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P
LA
N
30 15 30 60 120
24 INCH WIDE CURB AND GUTTER
WHITE PARKING STRIPE
4 INCH THICK CONCRETE SIDEWALK, WIDTH VARIESB
C
D
E
F
SITE LEGEND
NOT USED
MEDIUM DUTY ASPHALT PAVEMENT (SEE DETAIL SHT C2.2)
HEAVY DUTY ASPHALT PAVEMENT (SEE DETAIL SHT C2.2)
A
OWNER/DEVELOPER:
PROJECT SITE DATA:
SITE AREA:
PROPOSED USE:
FLOOD NOTE: THIS TRACT OF LAND DOES NOT LIE WITHIN
THE 100 YEAR FLOOD INTERMEDIATE FLOOD
ZONE AS PER FEMA COMMUNITY PANEL
#13157C0145C, LAST REVISED DECEMBER
17, 2010.
FLEET MAINTENANCE BUILDING
137.70 AC ACRES
JACKSON COUNTY BOARD OF COMMISIONERS
67 ATHENS STREET
JEFFERSON, GA 30549
72 REGULAR SPACES
4 H/C SPACES
76 SPACES PROVIDED
PARKING:
G ACCESSIBLE H/C RAMP, GDOT STD TYPE 'B'
H
NOTES:
1. INTERSECTION RADIUS CURB RAMPS SHALL BE PROVIDED AT STREET INTERSECTIONS.
STRAIGHT RAMPS MAY BE PROVIDED AT INTERSECTIONS OF CURBED DRIVEWAYS AND AT
STREETS WITHOUT SIDEWALKS.
2. PARKING LOTS SHALL BE MAINTAINED IN GOOD CONDITION, FREE OF POTHOLES, WEEDS,
DUST, TRASH, AND DEBRIS.
3. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY JACKSON COUNTY OF
ANY LAND DISTURBING ACTIVITIES WITHIN WETLAND AREAS. IT IS THE RESPONSIBILITY OF
THE PROPERTY OWNER TO CONTACT THE APPROPRIATE REGULATORY AGENCY FOR
APPROVAL OF ANY WETLAND DISTURBANCE.
4. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO MAINTAIN ANY DETENTION
FACILITY CONSTRUCTED ON THEIR PROPERTY AND TO ENSURE THE FACILITY IS FREE OF
OBSTRUCTION, SILT, OR DEBRIS.
I TRANSFORMER PAD (REFER TO ARCHITECTURAL DRAWINGS)
J
HANDICAP PARKING STRIPING (SEE DETAIL SHEET C2.2)
HANDICAP SIGNAGE (SEE DETAIL SHT C2.2)
UTILITY NOTE
24-HOUR EMERGENCY CONTACT:
JACKSON COUNTY BOARD OF
COMMISIONERS
706-367-6314
K GRASSING
PER USDOJ 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN PART 604.2 LOCATION. THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES (405 MM) MINIMUM TO 18 INCHES (455 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION, EXCEPT THAT THE WATER CLOSET SHALL BE
17 INCHES (430 MM) MINIMUM AND 19 INCHES (485 MM) MAXIMUM FROM THE SIDE WALL OR
PARTITION IN THE AMBULATORY ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN 604.8.2. WATER
CLOSETS SHALL BE ARRANGED FOR A LEFT-HAND OR RIGHT-HAND APPROACH.
J J
B
C
A
H
ED
K
I
G
F
A 15" REQUIRED
B 30" MINIMUM CLEARANCE
C 48" MINIMUM CLEARANCE
D 24" MINIMUM
E 12" MINIMUM
F 52" MINIMUM
G 12" MAXIMUM
H 16" MINIMUM & 18" MAXIMUM
I 60" MINIMUM CLEARANCE
J 56" MINIMUM CLEARANCE FOR SIDE APPROACH
WATER CLOSETS NOT IN A COMPARTMENT. 66"
MINIMUM CLEARANCE FOR FRONT APPROACH
WATER CLOSETS NOT IN A COMPARTMENT
K 36" ADA GRAB BAR
L 42" ADA GRAB BAR
M LAVATORY
N WATER CLOSET
N
L
M
16"-18"
24"
MIN.
12"
MIN.
CONTROLS FOR FLUSH
VALVES SHALL BE
MOUNTED ON THE WIDE
SIDE OF TOILET AREAS
NO MORE THAN 44"
ABOVE FINISH FLOOR
(A.F.F.)
42" GRAB BAR
36" A.F.F.
36" GRAB BAR
36" A.F.F.
CL
THIS IS A SCHEMATIC DETAIL - REFER TO PLUMBING FOR
ACTUAL FIXTURE TYPE.
THIS IS A SCHEMATIC
DETAIL - REFER TO
PLUMBING FOR ACTUAL
FIXTURE TYPE
/8
32.8"
XX" EGRESS CAPACITY WIDTH PER
NFPA 101 7.2.1.2.1.
CLEAR WIDTH OF DOORWAYS
SHALL BE MEASURED BETWEEN
THE FACE OF THE DOOR AND
THE STOP IN ACCORDANCE
WITH NFPA 101 7.3.2.
WHEN DETERMINING THE EGRESS CAPACITY WIDTH FOR
SWINGING DOORS, MEASURE THE CLEAR WIDTH OF THE
DOORWAY WHEN THE DOOR IS OPEN 90 DEGREES
PUSH SIDEPULL SIDE
FRONT
APPROACH
LATCH
APPROACH
LATCH
APPROACH
FRONT
APPROACH
HINGE
APPROACH
D
E
F
A A
G
H
I
CB
HINGE
APPROACH
A 32" MINIMUM CLEARANCE FOR OPENING
B 60" MINIMUM CLEARANCE FOR PULL SIDE
C 48" MINIMUM CLEARANCE FOR PUSH SIDE
D 18" MINIMUM CLEARANCE FOR FRONT APPROACH
E 24" MINIMUM CLEARANCE FOR LATCH APPROACH
F 36" MINIMUM CLEARANCE FOR HINGE APPROACH
G 0" MINIMUM CLEARANCE FOR FRONT APPROACH
H 12" MINIMUM CLEARANCE FOR FRONT APPROACH
WITH CLOSER
I 24" MINIMUM CLEARANCE FOR LATCH APPROACH
DOORS SHALL COMPLY WITH USDOJ 2010 ADA
STANDARDS FOR ACCESSIBLE DESIGN PART 404
M
IN
8"
MIN.
11"
MIN.
6"
M
IN
25"
MAX.
M
IN
ELEVATION PLAN
REQUIRED TOE AND
KNEE CLEARANCE
A .F
.F M
A X
REFER TO LIFE SAFETY
PLAN FOR LOCATIONS
OF FIRE EXTINGUISHERS.
INFO LABEL FIRE
EXTINGUISHER / ARROW
7X5 RED ON WHITE SELF
ADHESIVE VINYL
CABINETBRACKET
ROLLED EDGE
SEMI-RECESSED
PROVIDE BLOCKING
TOANCHOR CABINET
SEMI-RECESSED FIRE
EXTINGUISHER CABINET
CONTINUOUS SEALANT
AT PERIMETER
Code Review Summary
BUILDING OCCUPANCY: STORAGE (S1), (NFPA 101-6.1)
INCIDENTAL
OCCUPANCIES: BUSINESS (B) & INDUSTRIAL HIGH HAZARD (H-2) (NFPA 101-6.1)
CHANGE OF OCCUPANCY: NO
ALLOWABLE HEIGHTS 75 FT HEIGHT (3 STORIES) (IBC TABLE 504.3)
AND AREAS: 70,000 SF (IBC TABLE 506.2)
CONSTRUCTION TYPE: IIB, SPRINKLERED (IBC TABLE 602.2 & 406.8.3)
REQUIRED PROTECTED STRUCTURAL FRAME = 0 HOUR (IBC TABLE 601)
ASSEMBLIES: FLOOR CONSTRUCTION = 0 HOURS (IBC TABLE 601)
(INCLUDING SUPPORTING
BEAMS AND JOISTS)
ROOF CONSTRUCTION = 0 HOUR (IBC TABLE 601)
(INCLUDING SUPPORTING
BEAMS AND JOISTS)
EXTERIOR BEARING WALLS = 0 HOUR (IBC TABLE 601)
EXTERIOR NON-BEARING WALLS = 0 HOUR (IBC TABLE 601)
INTERIOR BEARING WALLS = 0 HOUR (IBC TABLE 601)
AND PARTITIONS
RATING EXTERIOR WALL LESS THAN 5 FT = 1 HOUR (IBC TABLE 602)
BASED ON FIRE 5 FT TO LESS THAN 10 FT = 1 HOUR (IBC TABLE 602)
SEPARATION DISTANCE: 10 FT TO LESS THAN 30 FT = 0 HOUR (IBC TABLE 602)
30 FT OR GREATER = 0 HOUR (IBC TABLE 602)
INTERIOR WALLS OCCUPANCY SEPARATION = 1 HOUR (NFPA101 6.1.14.1)
AND PARTITIONS: STORAGE OCCUPANCY SEPARATION = 1 HOUR (NFPA101 6.1.14.1)
SHAFT ENCLOSURE = 1 HOUR (UP TO 3 STORIES) (GDL 300-3-6.19)
2 HOUR (UP TO 4 STORIES)
INTERIOR FINISH FLAME SPREAD INDEX
REQUIREMENTS: EXIT PASSAGEWAYS B or C (IBC TABLE 803.5)
EXIT ACCESS CORRIDORS B or C (IBC TABLE 803.5) ROOMS A, B or C (NFPA101 38.3.3.2)
REQUIRED EXIT CAPACITIES: 0.2 INCHES PER PERSON (LEVEL COMPONENTS) (NFPA101 7.3.3.1)
0.3 INCHES PER PERSON (STAIRS) (NFPA101 7.3.3.1)
REQUIRED NUMBER 2 (GENERAL REQUIREMENT) (NFPA101 7.11.4)
OF EXITS:
OCCUPANCY LOAD STORAGE 300 SF/PERSON (NFPA101 7.3.1.2)
FACTORS: BUSINESS 150 SF/PERSON (NFPA101 7.3.1.2)
INDUSTRIAL 100 SF/PERSON (NFPA101 7.3.1.2)
TRAVEL DISTANCE COMMON PATH LIMIT = 100 FT (< 30 OCC. LOAD) (NFPA101 38.2.5.3.1)
REQUIREMENTS: DEAD-END LIMIT = 50 FT (>30 OCC. LOAD) (NFPA101 38.2.5.2.1)
TRAVEL DISTANCE LIMIT = 300 FT (UNSPRINKLERED) (NFPA101 38.2.6.3)
SEPARATION OF EXITS: WHERE TWO EXIT ACCESS DOORS ARE REQUIRED , THEY SHALL BE PLACED AT
A DISTANCE FROM ONE ANOTHER NOT LESS THAN ONE-HALF THE LENGTH OF
THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO
BE SERVED, MEASURED IN A STRAIGHT LINE BETWEEN THE NEAREST EDGE OF
THE EXIT DOORS OR EXIT ACCESS DOORS.
DOOR REQUIREMENTS: MAXIMUM WIDTH = 48 IN. (IBC 1010.1.1)
MINIMUM WIDTH = 32 IN. (NFPA101 7.2.1.2.3)
MINIMUM HEIGHT = 80 IN. (IBC 1010.1.1)
CLEAR OPENING = 32 IN. (IBC 1010.1.1)
FORCE TO OPEN = 15 LBF. (LATCH RELEASE) (NFPA101 7.2.1.4.5.1)
= 30 LBF. (SET IN MOTION) (NFPA101 7.2.1.4.5.1)
= 15 LBF. (SWING) (NFPA101 7.2.1.4.5.1)
CORRIDOR REQUIREMENTS: WIDTH = 44 IN. MINIMUM (IBC 1017.2)
HEIGHT = 80 IN. CLEAR (IBC 1017.2)
RATING = NOT REQUIRED (NFPA101 38.3.6.1)
PORTABLE FIRE 75 FT TRAVEL DISTANCE MAX. (NFPA101)
EXTINGUISHERS:
DETECTION AND INITIATION: MANUAL (NFPA101 40.3.4.3.4)
NOTIFICATION: FIRE DETECTION SYSTEM
NOTIFICATION: NOT REQUIRED
EMERGENCY EXIT 10 SECOND DELAY MAX. (NFPA101 7.9.1.3)
LIGHTING REQUIREMENTS: DURATION = 1 1/2 HOURS MIN. (NFPA101 7.9.2.1
Code Review Notes
1. SWING AND FORCE TO OPEN DOORS SHALL MEET THE REQUIREMENTS OF THE NFPA 101 LIFE SAFETY CODE
CHAPTER 7.2.1
2. EXIT DOORS SHALL NOT BE SUBJECT TO THE USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE
PER NFPA 101 LIFE SAFETY CODE CHAPTER 7-2.1.5.1.
3. SIGNS, LOCATION, NUMBER AND SIZE ARE NOT APPROVED UNDER THIS BUILDING PERMIT. A SEPARATE
SIGN LOCATION PERMIT IS REQUIRED FOR EACH SIGN.
4. ALL CONCEALED INSULATING MATERIALS WITHIN WALL, FLOORS, ROOF AND CEILING CAVITIES SHALL HAVE A FLAME SPREAD INDEX OF LESS THAN 25 AND A SMOKE DEVELOPED INDEX OF LESS THE 450 AS DETERMINED
IN ACCORDANCE WITH ASTM E84.
5. SELF CLOSING DEVICES SHALL BE PROVIDED ON DOORS IN A MEANS OF EGRESS AND SHALL MEET THE
REQUIREMENTS OF THE NFPA 101 LIFE SAFETY CODE CHAPTER 7-2.1.8.
6. (FIRE EXTINGUISHERS) SHALL BE LOCATED PER THE REQUIREMENTS OF NFPA 10, TABLE 3-2.1. (LOW HAZARD). THE SIZE SHALL BE A MINIMUM OF 2 A 10 BC (REFER TO PLANS) AND SHALL BE INSTALLED AT A MAXIMUM OF 48" ABOVE THE FINISHED FLOOR TO THE TOP OF THE HANDLE. 1 REQUIRED PER 3,000 S.F. OR
75 FEET OF TRAVEL DISTANCE.
7. PLANS FOR FIRE PROTECTION SPRINKLER PIPING, INCLUDING COMPLETE SEISMIC SUPPORT DETAILS, SHALL BE APPROVED BY THE CHEROKEE COUNTY FIRE MARSHALS OFFICE FOR COMPLIANCE WITH IBC SECTION 903 AND NFPA 13 PRIOR TO INSTALLATION. SPRINKLER SHOP DRAWINGS SHOWING PIPING LOCATIONS AND HEAD LAYOUT SHALL BE AVAILABLE ON JOB SITE AT ALL TIMES. ANY FIRE SPRINKLER PLAN INCLUDED IN THIS
SET OF DOCUMENTS ARE FOR REFERENCE ONLY, NOT FOR PERMIT.
8. (COMBUSTIBLE INTERIOR FINISH PRODUCTS) SHALL BE PROVIDED PER THE REQUIREMENTS OF THE RESPECTIVE OCCUPANCY CHAPTER OF THE NFPA 101 LIFE SAFETY CODE, PROVIDE VERIFICATION THE TIME
OF FINAL INSPECTION THAT THE PRODUCTS COMPLY WITH THE REQUIREMENTS.
9. (EXPOSED PIPES AND SURFACE) HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE
SURFACES UNDER LAVATORIES.
10. THE FLOOR LEVEL SHALL BE THE SAME ON BOTH SIDES OF THE DOOR. THE ELEVATION SHALL BE MAINTAINED FOR A DISTANCE EQUAL TO THE WIDTH OF THE WIDEST LEAF OF THE DOORS. NFPA 101 LIFE
SAFETY CODE, CHAPTER 7, SECTION 7.2.1.3.
11. PANIC HARDWARE SHALL BE PROVIDED FOR ALL EXIT DOORS PER THE REQUIREMENTS OF NFPA 101 LIFE
SAFETY CODE CHAPTER 7, SECTION 7.2.1.7.
12. EXIT SIGNS COMPLYING WITH NFPA 101 LIFE SAFETY CODE CHAPTER 7, SECTION 7.10, SHALL BE INSTALLED.
ADDITIONAL SIGNAGE MAY BE REQUIRED UPON FIELD INPSECTION.
13. US DEPARTMENT OF JUSTICE ADA STANDARDS FOR ACCESSIBLE DESIGN: SECTION 404.2.3: CLEAR WIDTH.
DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES (815 MM) MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES (610 MM) DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES (915 MM) MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES (865 MM) ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES (865 MM) AND 80 INCHES (2030 MM) ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES (100 MM).EXCEPTIONS: 1. IN ALTERATIONS, A PROJECTION OF 5/8 INCH (16 MM) MAXIMUM INTO THE REQUIRED CLEAR WIDTH SHALL BE
PERMITTED FOR THE LATCH SIDE STOP.
14. US DEPARTMENT OF JUSTICE ADA STANDARDS FOR ACCESSIBLE DESIGN: SECTION 309.4: OPERATION.
OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5
POUNDS (22.2 N) MAXIMUM.
15. US DEPARTMENT OF JUSTICE ADA STANDARDS FOR ACCESSIBLE DESIGN: SECTION 703.1: GENERAL. SIGNS SHALL COMPLY WITH 703. WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL AND TACTILE CHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, AND
ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED.
16. US DEPARTMENT OF JUSTICE ADA STANDARDS FOR ACCESSIBLE DESIGN: SECTION 211.2: MINIMUM NUMBER.
NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.1 THROUGH 602.6 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.7. EXCEPTION: WHERE A SINGLE DRINKING FOUNTAIN COMPLIES WITH 602.1 THROUGH 602.6 AND 602.7, IT SHALL BE PERMITTED TO BE
SUBSTITUTED FOR TWO SEPARATE DRINKING FOUNTAINS.
17. US DEPARTMENT OF JUSTICE ADA STANDARDS FOR ACCESSIBLE DESIGN: SECTION 307.1: GENERAL.
PROTRUDING OBJECTS SHALL COMPLY WITH 307.307.2 PROTRUSION LIMITS. OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES (685 MM) AND NOT MORE THAN 80 INCHES (2030 MM) ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES (100 MM) MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH.EXCEPTION: HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4½ INCHES (115 MM) MAXIMUM
18. US DEPARTMENT OF JUSTICE ADA STANDARDS FOR ACCESSIBLE DESIGN: SECTION 702.1: GENERAL. FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND VISIBLE ALARMS COMPLYING WITH NFPA 72 (INCORPORATED BY REFERENCE, SEE "REFERENCED STANDARDS" IN CHAPTER 1), EXCEPT THAT THE MAXIMUM ALLOWABLE SOUND LEVEL OF AUDIBLE NOTIFICATION APPLIANCES COMPLYING WITH SECTION 4-3.2.1 OF NFPA 72 SHALL HAVE A SOUND LEVEL NO MORE THAN 110 DB AT THE MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE. IN ADDITION, ALARMS IN GUEST ROOMS REQUIRED TO PROVIDE COMMUNICATION FEATURES SHALL COMPLY WITH SECTIONS 4-3 AND 4-4 OF NFPA 72 OR SECTIONS 7.4 AND
7.5 OF NFPA 72.
19. PASSAGES OF PIPES, CONDUITS, BUS DUCTS, CABLES, WIRES, AIR DUCTS, PNEUMATIC DOORS, AND SIMILAR BUILDING SERVICE EQUIPMENT THROUGH FIRE OR SMOKE BARRIERS SHALL BE PROTECTED WITH A SYSTEM CAPABLE OF MAINTAINING THE FIRE OR SMOKE BARRIER. THIS SYSTEM MUST BE UL APPROVED.
20. ALL PENETRATIONS OF A FIRE OR SMOKE BARRIER SHALL BE PROVIDED WITH A LISTED FIRE / SMOKE
DAMPER OR THROUGH PENETRATION SYSTEM AS REQUIRED BY NFPA AND IN ACCORDANCE WITH
APPROVED UL DESIGNS. ALL SUPPLY DUCTS WITHIN OR THROUGH A RATED ASSEMBLY SHALL BE METAL.
21. DOORS SHALL MEET THE REQUIREMENTS OF THE NFPA 101 LIFE SAFETY CODE, CHAPTER 7, SECTION 7.2.1.
22. FIRE COMPARTMENTS SHALL BE FORMED WITH FIRE BARRIERS THAT ARE CONTINUOUS FROM OUTSIDE WALL TO OUTSIDE WALL, FROM ONE FIRE BARRIER TO ANOTHER, OR A COMBINATION THEREOF, INCLUDING CONTINUITY THOUGH ALL CONCEALED SPACES, SUCH AS THOSE FOUND ABOVE A CEILING, INCLUDING
INTERSTITIAL SPACES. (NFPA 101 CHAPTER 8 SECTION 8.2.2.2)
23. FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, SLAB OR DECK ABOVE OR TO THE FIRE- RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING ASSEMBLY ABOVE, AND SHALL BE SECURELY ATTACHED THERETO. IF THE PARTITIONS ARE NOT CONTINUOUS TO THE SHEATHING, DECK OR SLAB, AND WHERE CONSTRUCTED OF COMBUSTIBLE CONSTRUCTION, THE SPACE BETWEEN THE CEILING AND THE SHEATHING, DECK OR SLAB ABOVE SHALL BE FIREBLOCKED OR DRAFTSTOPPED IN ACCORDANCE WITH
SECTIONS 717.2 AND 717.3 AT THE PARTITION LINE. (IBC CHAPTER 7 SECTION 708.4)
24. SMOKE DETECTORS ARE TO BE INSTALLED PER THE REQUIREMENTS OF THE OCCUPANCY CHAPTER OF
NFPA 101 LIFE SAFETY CODE.
25. CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL FIRE-RESISTANT RATED WALLS (AND CORRESPONDING FIRE RESISTANCE RATING) INCLUDING FIRE BARRIER WALLS, SMOKE BARRIER WALLS, FIRE PARTITIONS, FIRE WALLS AND SHAFT ENCLOSURES EITHER BY INSTALLING SIGNS OR BY STENCILING IN CONCEALED SPACES THE FOLLOWING: ( ) HOUR FIRE AND SMOKE BARRIER PROTECT ALL OPENINGS. IDENTIFICATION SHALL BE SPACED NO MORE THAN TWELVE (12) FEET ON CENTER WITH A MINIMUM LETTER SIZE OF TWO (2) INCHES IN HEIGHT ON A CONTRASTING BACKGROUND (IFC SECTION 703.5 OF THE GA STATE AMENDMENTS).
26. AT ALL WALL TO CEILING/ROOF STRUCTURE JOINTS, AT FIRE RATED ASSEMBLIES PROVIDE ACRYLIC FIRE
STOP SEALANT - REFER TO SPECIFICATIONS.
27. MATERIALS EXPOSED WITHIN PLENUMS ARE REQUIRED TO BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50 AS DETERMINED IN ACCORDANCE WITH ASTM E 84 EXCEPT FOR TESTED AND LABELED WIRING, FIRE
SPRINKLER PIPING, PNEUMATIC TUBING, AND ELECTRICAL EQUIPMENT.
28. RECESSED FIXTURES SHALL BE INSTALLED SUCH THAT THE REQUIRED FIRE-RESISTANCE RATING IS NOT
REDUCED.
29. DURING ITS SWING, ANY DOOR IN A MEANS OF EGRESS SHALL LEAVE NOT LESS THAN ONE-HALF OF THE REQUIRED WIDTH OF AN AISLE, CORRIDOR, PASSAGEWAY, OR LANDING UNOBSTRUCTED AND SHALL NOT PROJECT MORE THAN 7 IN. INTO THE REQUIRED WIDTH OF AN AISLE, PASSAGEWAY, OR LANDING, WHERE FULLY OPEN. DOORS SHALL NOT OPEN DIRECTLY ONTO A STAIR WITHOUT A LANDING. THE LANDING SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE DOOR. (NFPA 101 CHAPTER 7 SECTION 7.2.1.4.4)
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NOT TO SCALELS1.1
5 ADA Accessible Fixture Dimensions
NOT TO SCALELS1.1
2 Water Closet Detail
NOT TO SCALELS1.1
4 Door Egress Capacity
NOT TO SCALELS1.1
3 ADA Door Clearance
NOT TO SCALELS1.1
1 ADA Toe and Knee Clearance
NOT TO SCALELS1.1
7 Fire Extinguisher Detail
NOT TO SCALELS1.1
6 Fire Extinguisher Cabinet Detail
THE DETAILS INDICATED ON THIS SHEET ARE SCHEMATIC IN NATURE
AND ARE INTENDED TO CONVEY CLEARANCE CHARACTERISTICS AND
MOUNTING HEIGHTS TO COMPLY WITH 2010 ADA STANDARDS
NOTE:
D A
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C R
IP
T
THE CEILING MEMBRANE CONSISTS OF TWO LAYERS OF 5/8" TYPE X GYPSUM BOARD DIRECTLY APPLIED TO FRAMING OR FURRING. THE BASE LAYER OF GYPSUM BOARD IS APPLIED AT RIGHT ANGLES TO CEILING FRAMING 24" O.C. AND ATTACHED WITH 1-1/4" TYPE W OR S DRYWALL SCREWS SPACED 24" O.C. THE FACE LAYER OF GYPSUM BOARD IS APPLIED AT RIGHT ANGLES TO THE FRAMING AND ATTACHED WITH 1-7/8" TYPE W OR S DRYWALL SCREWS 12" O.C. AT END JOINTS AND INTERMEDIATE JOINTS AND 1-1/2" TYPE G DRYWALL SCREWS 12" O.C. PLACED 2" BACK ON EITHER SIDE OF END JOINTS. JOINTS OF THE FACE LAYER ARE OFFSET 24" FROM THE BASE LAYER.
FACE LAYER JOINTS AND FASTENERS ARE FINISHED TO LEVEL 1 AS SPECIFIED IN GA-214, LEVELS OF GYPSUM BOARD FINISH.
FIRE RESISTANCE PROVIDED BY
GYPSUM BOARD MEMBRANE PROTECTION
(GA-610-02)
ONE-HOUR CEILING
(BASED ON GA FILE NO. FC 5406)
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E N
S A
T
IO
N T
O P
R E
C
IS
IO
N
P L
A N
N
IN
G
IN
C
P R
E C
IS
IO
N P
L A
N N
IN
G
IN
C
.A
L L R
IG
H
T S
R E
S E
R V
E D p la n n e rs e n g in e e rs a rc h it e c ts s u rv e y o rs
P ik e B o u le v a rd
L a w re n c e v ill e G a
.3
.8 w
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E
/1
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C O
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T R
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T
IO
N D
O C
S
A u to d e s k D o c s
/J a c k s o n C o u n ty
F le e t
M a in te n a n c e /A
-1
J a c k s o n C o u n ty
F le e t
-R .r v t
/1
/2
:3 :4
P
M
LS1.2
L
IF
E S
A F
E T
Y A
N D
C O
D E
N O
T E
S A
-1
/1
/2
R G
B B
K S
P P
I
A -1
J A
C K
S O
N C
O U
N T
Y F
L E
E T
M A
I N
T
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B L
I C
W O
R K
S
F A
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I T
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N D
R
IX
D R
IV
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JE
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F E
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A
N O
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O R
C O
N S
T R
U C
T
IO
N N
O T
F O
R C
O N
S T
R U
C T
IO
N
N O
T F
O R
C O
N S
T R
U C
T
IO
N N
O T
F O
R C
O N
S T
R U
C T
IO
N
N O T F
O R
C O N
STR
U C
TIO
N
NOT TO SCALELS1.2
4 UL DETAIL: C-AJ-1609
NOT TO SCALELS1.2
3 UL DETAIL: C-AJ-2141
NOT TO SCALELS1.2
5 UL DETAIL: C-AJ-2109
12" = 1'-0"LS1.2
1 ONE HOUR CEILING DETAIL
12" = 1'-0"LS1.2
2 UL U419
D A
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N O
D
E S
C R
IP
T
Fire-Rated Assembly Legend
SYMBOL ASSEMBLY FIRE RATING UL LISTING
REFER TO PARTITION
SCHEDULE
(1) HOUR REFER TO UL DETAIL U309
Life Safety Legend and Notes
XX" DENOTES WIDTH OF EGRESS PROVIDED AT EXIT
OPENING.
DENOTES SURFACE MOUNTED PORTABLE FIRE
EXTINGUISHER. REFER TO LS2.1 FOR ADDITIONAL
INFORMATION.
DENOTES EGRESS TRAVEL DIRECTION AND
TOTAL DISTANCE.
NOTES
1. REFER TO FIRE-RATED ASSEMBLY LEGEND THIS SHEET AND REFERENCE
FLOOR PLANS FOR PARTITION ASSEMBLY AND HEIGHT REQUIREMENTS.
2. CONTRACTOR SHALL PERMANENTLY IDENTIFY ALL FIRE-RESISTANT RATED
WALLS (AND CORRESPONDING FIRE RESISTANCE RATING) INCLUDE FIRE
BARRIER WALLS, SMOKE BARRIER WALLS, FIRE PARTITIONS, FIRE WALLS
AND SHAFT ENCLOSURES EITHER BY INSTALLING SIGNS OR BY STENCILING
IN CONCEALED SPACES THE FOLLOWING: ( ) HOUR FIRE AND SMOKE
BARRIER PROTECT ALL OPENINGS, IDENTIFICATION SHALL BE SPACED NO
MORE THAN TWELVE (12) FEET ON CENTER WITH A MINIMUM LETTER SIZE
OF TWO (2) INCHES IN HEIGHT ON A CONTRASTING BACKGROUND
3. THE PARTITION HATCH PATTERNS INDICATED ON THIS SHEET APPLY ONLY
TO THIS SHEET.
4. REFER TO DOOR AND WINDOWS REFERENCE PLANS FOR RATED OPENING
TYPES.
5. REQUIRED FIRE EXTINGUISHERS
BUSINESS = 1 PER 75 FEET OR 1 IN 3000 SF
6,710 SF = 2 REQUIRED, 3 PROVIDED
STORAGE = 1 PER 75 FEET OR 1 IN 3000 SF
12,435 SF = 4 REQUIRED, 6 PROVIDED
HAZARD= 1 PER 75 FEET OR 1 IN 3000
2388 SF = 1 REQUIRED, 2 PROVIDED
DENOTES SEMI RECESSED FIRE EXTINGUISHER
CABINET. REFER TO LS2.1 FOR ADDITIONAL
INFORMATION.
F.E.
F.E.
Occupancy Load Tabulation
CLASSIFICATION AREA NO. OF OCCS
STORAGE (S-1)
300 SQ FT PER OCC
BUSINESS (B)
150 SQ FT PER OCC
12,435 SQ. FT.
6,710 SQ. FT.
HAZARD (H-2)
100 SQ FT PER OCC
2,388 SQ. FT.
TOTAL OCCUPANT LOAD 21,533 SQ. FT. 113
TOTAL DOOR EGRESS WIDTH REQUIRED
.2 X 118 = 22.6" MIN
TOTAL DOOR EGRESS WIDTH PROVIDED
7 DOORS AT 32.8" EACH
NOTE: MAINTENANCE BAY
SHOULD NOT STORE ANY
HAZARDOUS MATERIAL
MAINTENANCE
BAYS
PARTS &
STORAGE
MECH.
I.T.
VESTIBULE
OFFICE
DIRECTOR
OFFICE
OFFICE
OFFICE
OFFICE
DIRECTOR
OFFICE
OFFICE
OFFICE
OFFICE
FLUID DISPENSING
SYSTEM
STOR.
STOR.
ELECTRICAL
COPY/WORK AREA
PLANS
STORAGE
W O
R K
S T
A T
IO
N
S
MEN
WOMEN
JAN.
MAINT.
RESTROOM
MULTI PURPOSE/
BREAK ROOM
FE
TRAVEL PATH A
TRAVEL PATH B
TRAVEL PATH C
32"
TRAVEL PATH D
32"
E X
IT
S
E P
A R
A T
IO
N
D
IS
T A
N C
E
E X
IT
S
E P
A R
A T
IO
N
D
IS
T A
N C
E
M
IN
D
IS
TA
N C E B
E
TW
E E N E
X
ITS
= 52'-0"
156' - 10" M A X D
IA
G
O N A L D
IS
TA
N C E
M
IN
D
IS
TA
N C E B
E T W
E E N E
X
IT
S
8'
-0
5'
M
A X D
IA
G
O N
A L
D
IS
T A N
C E
32"
32"
TRAVEL PATH E
FE
FE
FE
FE FE
FE
FE
FE
FE
Occupancy Legend
BUSINESS (B) STORAGE (S-1)
INDUSTRIAL
HIGH HAZARD (H-2)
Code Review Notes
1. PER 2018 IBC TABLE 508.4 THE REQUIRED SEPERATION OF A STORAGE
OCCUPANCY IS 1 HOUR.
2. REFER TO ELECTRICAL SET FOR EMERGENCY AND EXIT LIGHTING
LOCATIONS.
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IN
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N V
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I N
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N N
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N O
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T H
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B E
U S
R
A N
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C T
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T H
A
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C
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IC
A
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N D
IC
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IN
W
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R
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IS
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D
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S A
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O P
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C
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N
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A N
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IN
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IO
N P
L A
N N
IN
G
IN
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.A
L L R
IG
H
T S
R E
S E
R V
E D p la n n e rs e n g in e e rs a rc h it e c ts s u rv e y o rs
P ik e B o u le v a rd
L a w re n c e v ill e G a
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T
IO
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O C
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A u to d e s k D o c s
/J a c k s o n C o u n ty
F le e t
M a in te n a n c e /A
-1
J a c k s o n C o u n ty
F le e t
-R .r v t
/1
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:3 :5
P
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LS2.1
L
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A N
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A
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S A
-1
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R G
B B
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P P
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A -1
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H E
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O R
C O
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T R
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T
IO
N N
O T
F O
R C
O N
S T
R U
C T
IO
N
N O
T F
O R
C O
N S
T R
U C
T
IO
N N
O T
F O
R C
O N
S T
R U
C T
IO
N
N O T F
O R
C O N
STR
U C
TIO
N
1/8" = 1'-0"LS2.1
1 Life Safety Plan
Path of Egress - Travel Distance
PATH TOTAL DISTANCE
TRAVEL PATH A 77' - 7"
TRAVEL PATH B 69' - 3"
TRAVEL PATH C 101' - 5"
TRAVEL PATH D 115' - 3"
TRAVEL PATH E 82' - 6"
D A
T E
N O
D
E S
C R
IP
T
2" 2"
1/2"
CL
BROOM-FINISH CONCRETE
4" THICK CONCRETE
SIDEWALK W6X6XW1.4 WWF
SMOOTH-SURFACE
CONCRETE (4" WIDE)
BROOM-FINISH CONCRETE
NOTE:
PROVIDE EXPANSION JOINTS WHERE CONCRETE
WALK IS ADJACENT TO CONCRETE CURBS,
BUILDING SLAB, AND AT 40'-0" MAX.
BROOM-FINISH CONCRETE
4" THICK CONCRETE
SIDEWALK W6X6XW1.4 WWF
SMOOTH-SURFACE
CONCRETE (4" WIDE)
BROOM-FINISH CONCRETE2" 2"
NOTE:
PROVIDE CONTROL JOINTS AT 5'-0" O.C.
MAX. IN EACH DIRECTION
10' - 0"
FINISH GRADE
FINISH FLOOR
FACE OF BUILDING
SITE GRADING:
IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE - THE GROUND IMMEDIATELY
ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE) FOR A MINIMUM
DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. IF PHYSICAL
OBSTRUCTIONS OR LOT LINES PROHIBIT 10 FEET OF HORIZONTAL DISTANCE, A 5-PERCENT SLOPE
SHALL BE PROVIDED TO AN APPROVED ALTERNATE METHOD OF DIVERTING WATER AWAY FROM
THE FOUNDATION. SWALES USED FOR THIS PURPOSE SHALL BE SLOPED A MINIMUM OF 2 PERCENT WHERE LOCATED WITHIN 10 FEET OF THE BUILDING FOUNDATION. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM
THE BUILDING.
Plaza General Notes
1. THE EXISTENCE AND LOCATION OF SITE IMPROVEMENTS, UTILITIES, AND
OTHER CONSTRUCTION INDICATED AS EXISTING ARE NOT GUARANTEED.
BEFORE BEGINNING WORK, INVESTIGATE AND VERIFY THE EXISTENCE AND
LOCATION OF ITEMS AFFECTING THE WORK.
2. BEFORE CONSTRUCTION, VERIFY THE LOCATION AND POINTS OF CONNECTION
OF ALL UTILITY SERVICES.
3. BEFORE CONSTRUCTION, VERIFY THE LOCATION AND INVERT ELEVATION AT
POINTS OF CONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER-
SERVICE PIPING AND UNDERGROUND ELECTRICAL SERVICES.
4. REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS: IMMEDIATELY
ON DISCOVERY OF THE NEED FOR CLARIFICATION OF THE CONTRACT
DOCUMENTS, SUBMIT A REQUEST FOR INFORMATION TO ARCHITECT.
INCLUDE A DETAILED DESCRIPTION OF PROBLEM ENCOUNTERED, TOGETHER
WITH RECOMMENDATIONS FOR CHANGING THE CONTRACT DOCUMENTS.
5. CONTRACTOR SHALL COORDINATE ANY INTERFERENCES WITH NEW
UNDERGROUND UTILITIES INCLUDING BUT NOT LIMITED TO:
POWER, TELEPHONE, WATER, SEWER, GAS, STORM DRAINAGE, FUEL LINES,
GREASE TRAPS, FUEL TANKS, FIBER OPTIC, CABLE TV, ETC.
6. CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS TO NEW AND
EXISTING DISTURBED ITEMS TO MATCH FINAL OR FINISH GRADE OF
PAVEMENT, SWALES, SIDEWALKS, OR LANDSCAPED AREAS. ITEMS INCLUDE
BUT ARE NOT LIMITED TO:
VALVE BOXES, MANHOLE CASTINGS, SEWER, POWER, TELEPHONE, DRAINAGE,
FIBER OPTIC, ANTENNA CABLING, AND DRAINAGE INLETS, ETC.
7. CONTRACTOR SHALL COORDINATE DOWNSPOUTS WITH NEW CONSTRUCTION
AND GRADES. DOWNSPOUTS SHALL PROVIDE POSITIVE DRAINAGE AWAY
FROM BUILDING, AND SHALL DISCHARGE ONTO SPLASHBLOCKS WHERE NOT
PIPED INTO STORM LEADER.
8. ALL FINISH GRADES SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM
BUILDINGS. REFER TO DETAIL 5/A0.0.
9. PROVIDE EXPANSION JOINTS WHERE CONCRETE WALK IS ADJACENT TO
CONCRETE CURBS, BUILDING SLAB, AND AT 40'-0" MAX.
Plaza Plan Keynotes
1 4" THICK 3000 PSI CONCRETE SIDEWALK WITH 6X6XW1.4 WWF.
2 ASPHALT PAVING - REFER TO CIVIL.
3 4" WHITE PARKING STRIPING - REFER TO CIVIL.
4 GRASSING, GROUND COVER, AND/OR LANDSCAPING - REFER TO CIVIL.
5 CONCRETE WHEEL STOP
6 ADA SIDEWALK RAMP - REFER TO CIVIL.
7 8" STEEL BOLLARD FILLED WITH CONCRETE - PAINTED SAFETY YELLOW
-REFER 4/A0.0 FOR TYPICAL BOLLARD DETAIL
8 4" YELLOW SAFETY STRIPING.
9 CONCRETE EQUIPMENT PAD FOR HVAC - REFER TO MECHANICAL AND
DETAIL
10 NOT USED
11 NOT USED
12 CONCRETE EQUIPMENT PAD FOR GATE CONTROLLER. GENERAL
CONTRACTOR TO COORDINATE EQUIPMENT SIZE WITH OWNER.
GENERAL CONTRACTOR TO PROVIDE 1" CONDUIT FROM PAD TO
WAREHOUSE - REFER TO ELECTRICAL
13 CONCRETE EQUIPMENT PAD FOR TRANSFORMER. GENERAL
CONTRACTOR TO COORDINATE PAD SIZE AND LOCATION WITH LOCAL
POWER COMPANY
14 PAINTED TRAFFIC ARROW PER DEPARTMENT OF TRANSPORTATION
TYPE I STANDARD
15 CHAIN-LINK FENCE WITH PRIVACY SLATS IN PANELS PARALLEL TO
ROADWAY - REFER TO CIVIL
16 CONCRETE CURB AND GUTTER - REFER TO CIVIL
17 ADA PARKING SPACE WITH WHITE STRIPING AND BLUE ADA PARKING
GRAPHIC WITH WHITE SYMBOL - REFER TO CIVIL
ALIGN BOLLARD WITH
OVERHEAD DOOR OPENING
6" DIA. SCHEDULE 40
GALVANIZED STEEL PIPE -
FILL WITH CONCRETE -
PAINT YELLOW
NOTE:
CONTRACTOR SHALL
COORDINATE INSTALLATION OF
BOLLARDS WITH BUILDING
FOOTINGS, UTILITIES, AND ALL
OTHER UNDERGROUND
CONSTRUCTION THAT MAY BE IN
THE SAME AREA
1' - 6"
SHAPE CONCRETE- PAINT
SAFETY YELLOW
6" DIA. SCHEDULE 40
GALVANIZED STEEL PIPE -
FILL WITH CONCRETE -
PAINT YELLOW
1/2" EXPASION ISOLATION
JOINT AT PERIMETER OF
BOLLARD CONCRETE
FOOTING
1/2" DIAMETER X 3" LONG
STEEL HEADED STUDS
WELDED AT 90 DEGREES
(TYPICAL OF 4)
3,000 PSI CONCRETE
FOOTING
NOTE:
CONTRACTOR SHALL
COORDINATE INSTALLATION OF
BOLLARD WITH BLDG.
FOOTINGS, UTILITIES, AND ALL
OTHER UNDERGROUND
CONSTRUCTION THAT MAYBE
IN THE SAME AREA
6"
3 TYP. OF 13
3 TYP. OF 4
3 TYP. OF 10 3 TYP. OF 11
16 16
7 TYP.
2" / 12"
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P ik e B o u le v a rd
L a w re n c e v ill e G a
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F le e t
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A1.1
P L
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A P
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N A
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-1
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R G
B B
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T F
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C O
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N
N O T F
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C O N
STR
U C
TIO
N
Not to ScaleA1.1
3 Sidewalk Expansion Joint Not to ScaleA1.1
2 Sidewalk Control Joint Not to ScaleA1.1
4 Finish Grading Section
N
1" = 1'-0"A1.1
1 Typical Bollard Plan Detail 1" = 1'-0"A1.1
5 Typical Bollard Detail
1" = 20'-0"A1.1
6 Site Plan
D A
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N O
D
E S
C R
IP
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9876543
D
C
B
A
F
G
/4
/8
/8
/4
/8
16' - 3" 55' - 10 1/2" 12' - 0" 36' - 3 1/2"
10"
5' - 8"
5"
17' - 7"
1' - 4"
6' - 0" 12' - 0" 37' - 10 1/2" 12' - 0" 11' - 10" 25' - 7" 74' - 8 1/2"
T.D.
FD
FD
FD
FD
FD
FD
FD
FD
FD
/8
/8
/8
8' - 5 7/8" 8"
-0' - 4"
0' - 0"
0'-1"
0'-1"
0'-1"
0'-1"0'-1"
0'-1" 0'-1"
0'-1"
Edge of Slab General Notes
1. ALL SLOPES TO BE 1/4" PER FT U.N.O.
2. GC TO COORDINATE WITH PLUMBING ALL PIPE SIZES, FLOOR
DRAINS AND LOCATIONS PENETRATING CONCRETE SLABS
3. REFER TO STRUCTURAL FOR COLUMN SIZES
4. REFER TO STRUCTURAL DRAWINGS FOR CONCRETE DETAILS
5. F.D. = FLOOR DRAIN - REFER TO PLUMBING
6. T.D. TRENCH DRAIN - REFER TO PLUMBING
Edge of Slab Symbol & Legend
EDGE OF SLAB
SLAB STEP
X'-X"
SPOT ELEVATION
SLOPE DIRECTION
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C H
E C
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D
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W H
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P ik e B o u le v a rd
L a w re n c e v ill e G a
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C O
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A u to d e s k D o c s
/J a c k s o n C o u n ty
F le e t
M a in te n a n c e /A
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J a c k s o n C o u n ty
F le e t
-R .r v t
/1
/2
:4 :0
P
M
A2.0
E D
G E
O F
S L
A B
P L
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A -1
/1
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R G
B B
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P P
I
A -1
J A
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H E
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F O
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N O T F
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C O N S
TR
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TIO
N
1/8" = 1'-0"A2.0
1 Edge of Slab Plan
D A
T E
N O
D
E S
C R
IP
T
Dimension Notes
1. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
CLARIFICATION IN WRITING FROM THE ARCHITECT PRIOR TO
PROCEEDING.
2. ALL DIMENSIONS SHOWN ARE REFERENCED TO FACE THE
WOOD STUD, CMU, OR CONCRETE WALL.
3. COLUMN LINES ARE REFERENCED TO CENTER OF COLUMNS.
4. DOOR OPENINGS IN MASONRY WALLS SHALL BE LOCATED 8"
FROM THE FACE OF THE PERPENDICULAR ADJACENT WALL.
ALL OTHER DOORS SHALL BE LOCATED 4" FROM THE FACE OF
THE PERPENDICULAR ADJACENT WALL, UNLESS OTHERWISE
NOTED. DIMENSION TO OUTSIDE FACE OF FRAME.
5. EXTERIOR DOORS AND WINDOWS ARE DIMENSIONED TO
MASONRY OPENINGS.
6. DEFINITION FOR DIMENSION PLAN ABBREVIATIONS:
E.O.S. = EDGE OF SLAB
9876543
D
C
B
A
F
PARTS &
STORAGE
I.T.
MECH.
VESTIBULE
OFFICE
102OFFICE
OFFICE
OFFICE
DIRECTOR
OFFICE
OFFICE
DIRECTOR
OFFICE
OFFICE
MAINTENANCE
BAYS
15' - 0" 30' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0"
FLUID DISPENSING
SYSTEM
180' - 0"
OFFICE
6' - 0" 12' - 0" 32' - 0" 3' - 4" 2' - 6" 12' - 0" 36' - 3"
1' - 2"
4' - 0" 7' - 4" 6' - 9" 4' - 0"
1' - 8"
7' - 4" 4' - 0"
1' - 2"
7' - 10" 4' - 0"
8"
7' - 4" 4' - 0"
1' - 4"
6' - 8" 4' - 0" 2' - 8"
6' - 0" 12' - 0" 32' - 0 1/2" 3' - 4"
2' - 6"
12' - 0" 11' - 9"
4 1/2"
25' - 0"
4 1/2" 3' - 2"
3' - 4" 4' - 0" 12' - 0" 52' - 1 1/2"
/2
/2
52' - 3 1/2" 5' - 11" 8' - 6" 9' - 2 1/2"
/8
/4
/8
12' - 6" 5' - 11 1/2" 12' - 6" 12' - 10" 12' - 8" 6' - 1 1/2" 13' - 4"
6' - 11 1/2" 18' - 0" 7' - 0" 13' - 10 1/2" 6' - 2" 10' - 7"
5' - 11"
STOR.
ELECTRICAL
STOR.
MULTI PURPOSE/
BREAK ROOM
JAN.
STORAGE
PLANS
WOMEN
MEN
MAINT.
RESTROOM
COPY/WORK AREA
W O
R K
S T
A T
IO
N
S
G
/8
30' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0"
180' - 0"
S E
R V
IC
Y
S E
R V
Y
R E
S E
R V
E D
S E
R V
Y
R E
S E
R V
E D
S E
R V
Y
R E
S E
R V
R V
Y
S E
R V
Y
S E
R V
Y
S E
R V
Y
S E
R V
Y
S E
R V
Y
TIRE STORAGE
& MOUNTING
WELDING
D A
T E
P R
O J N
U M
B E
R
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
S H
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T T
IT
L
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D E
S
IG
N D
R A
W N
C H
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K E
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P R
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T S
T A
M P
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S T
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C T
IO
N
D O
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M E
N T
S A
N D
P E
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P R
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T
IO
N S
IN
W H
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P ik e B o u le v a rd
L a w re n c e v ill e G a
.3
.8 w
.p p i.
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R E
L E
A S
E
/1
/2
C O
N S
T R
U C
T
IO
N D
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S
A u to d e s k D o c s
/J a c k s o n C o u n ty
F le e t
M a in te n a n c e /A
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F le e t
-R .r v t
/1
/2
:4 :5
P
M
A2.1
D
IM
E N
S
IO
N P
L A
N A
-1
/1
/2
R G
B B
K S
P P
I
A -1
J A
C K
S O
N C
O U
N T
Y F
L E
E T
M A
I N
T
P U
B L
I C
W O
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S
F A
C I L
I T
Y
H E
N D
R
IX
D R
IV
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JE
F
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C O
N S
T R
U C
T
IO
N N
O T
F O
R C
O N
S T
R U
C T
IO
N
N O
T F
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C O
N S
T R
U C
T
IO
N N
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F O
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S T
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IO
N
N O T F
O R
C O N S
TR
U C
TIO
N
1/8" = 1'-0"A2.1
1 Dimension Plan
D A
T E
N O
D
E S
C R
IP
T
Interior Partition Notes
1. IT SHALL BE ASSUMED THAT THE PARTITION TYPE EXTENDS
FROM CALLOUT THROUGH OPENINGS TO END OF PARTITION OR
TO ANOTHER PARTITION TYPE.
2. CONTRACTOR SHALL PROVIDE COMPLETE SHOP DRAWINGS
CLEARLY INDICATING LATERAL BRACING OF WOOD STUD
PARTITIONS EXCEEDING 9'-0" BUT DO NOT EXTEND TO
STRUCTURE ABOVE. SHOP DRAWINGS SHALL BE PREPARED,
SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED
IN THE STATE OF GEORGIA.
3. INSTALL MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL
RESTROOMS, BREAK ROOMS AND JANITORIAL ROOMS.
4. REFER TO SHEET A9.1 FOR DOOR AND WINDOW SCHEDULE,
ELEVATIONS, AND DETAILS.
5. ALL FIRE RATED WALLS SHALL EXTEND TO STRUCTURE ABOVE
AND SEAL TIGHT PER UL DETAILS. REFER TO LIFE SAFETY
DRAWINGS.
6. FIRE RATED WALL SHALL EXTEND TO ADJACENT INTERIOR FIRE
RATED WALLS OR EXTERIOR WALLS.
7. REFER TO SHEETS LS1.1 AND LS1.2 FOR UL DETAILS.
8. FLOOR SLOPES AS INDICATED IN PLAN SHALL HAVE A SLOPE OF
1/8" PER FOOT.
9. ALL NON-RATED WALLS ENCLOSING OFFICES, CONFERENCE
ROOMS, VAULT ROOMS OR RESTROOMS SHALL EXTEND TO
STRUCTURE ABOVE AND SEAL TIGHT. ALL OTHER WALLS SHALL
EXTEND 6" ABOVE THE SCHEDULED CEILING HEIGHT.
10. ALL WOOD IN CONTACT WITH CONCRETE OR CMU SHALL BE
PRESSURE TREATED.
11. ALL GYPSUM BOARD SHALL BE APPLIED WITH SCREWS.
12. ALL GYPSUM BOARD ABUTTING OTHER MATERIALS SHALL BE
FINISHED WITH METAL EDGES.
13. PROVIDE GYPSUM BOARD EXPANSION JOINTS 30' O.C. OR AS
RECOMMENDED BY THE GYPSUM ASSOCIATION.
14. PROVIDE TILE BACKER BOARD BEHIND ALL WALL TILES. REFER
TO SPECIFICATIONS.
A5.1
A5.1
A5.1
A5.1
PARTS &
STORAGE
I.T.
MECH.
VESTIBULE
OFFICE
OFFICE
OFFICE
OFFICE
DIRECTOR
OFFICE
OFFICE
105DIRECTOR
OFFICE
OFFICE
MAINTENANCE
BAYS
FLUID DISPENSING
SYSTEM
OFFICE
STOR.
ELECTRICAL
STOR.
MULTI PURPOSE/
BREAK ROOM
JAN.
STORAGE
PLANS
WOMEN
MEN
MAINT.
RESTROOM
COPY/WORK AREA
W O
R K
S T
A T
IO
N
S
A6.1
A6.1
A6.1
A5.1
A5.1
130F 130B 130D
130E 130A
130C 131A
131B
120B 120D
O O O O O O
O
O
O
O
119A
120A
119B
120C
118A
118B
118C
101A
A
104105106107
110 111 112
MS6-SA MS4 MS4 MS4 MS6-SA
MS4 MS4
MS4
MS4-SA
MS4-F1
MS4
MS4
MS4
MS4
MS4
MS6-SA
CORRIDOR
CORRIDOR
B
B
B
C
B
MS6-F1
MS6-F1
MS6-F1
MS4 MS4
MS6-SA
MS4
MS4
MS4
MS4
MS4
MS4
MS4
MS4
MS4
MS4
MS6-SA
MS4
MS4
MS4
MS4MS4MS4
MS4
MS4
MS4
MS4
COVERED
STORAGE
101B
MS4
MS4-SA
MS6-F1
MS4-SA
MS4
A2.3
Sim
MS6-SA
MS4-SA
MS6-SA
MS4-SA
MS6-SA
MS4-SA
MS4
MS4-SA
D A
T E
P R
O J N
U M
B E
R
F
IL
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A M
E
F
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B E
R
S H
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T T
IT
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S
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W N
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K E
D
P R
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T S
T A
M P
T H
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O N
S T
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C T
IO
N
D O
C U
M E
N T
S A
N D
P E
R M
IT
T
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R E
P R
O D
U C
T
IO
N S
IN
W H
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A R
T
A
T R
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T S
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IC
E
A N
D A
E
S O
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P R
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P R
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IS
A N
N
IN
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U
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S O
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W
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T O
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H E
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H A
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N N
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P R
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C T
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IC
A
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N
P L
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N
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P R
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IO
N P
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IN
G
IN
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P ik e B o u le v a rd
L a w re n c e v ill e G a
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.p p i.
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R E
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A S
E
/1
/2
C O
N S
T R
U C
T
IO
N D
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S
A u to d e s k D o c s
/J a c k s o n C o u n ty
F le e t
M a in te n a n c e /A
-1
J a c k s o n C o u n ty
F le e t
-R .r v t
/1
/2
:3 :5
P
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A2.2
R E
F E
R E
N C
E P
L A
N A
-1
/1
/2
R G
B B
K S
P P
I
A -1
J A
C K
S O
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N T
Y F
L E
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M A
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W O
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F A
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H E
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D R
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F
F E
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A
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C O
N S
T R
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T
IO
N N
O T
F O
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O N
S T
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C T
IO
N
N O
T F
O R
C O
N S
T R
U C
T
IO
N N
O T
F O
R C
O N
S T
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C T
IO
N
N O T F
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C O N
STR
U C
TIO
N
Partition Schedule
MS4 ONE (1) LAYER OF 5/8" GYPSUM WALL BOARD APPLIED AT
RIGHT ANGLES OR PARALLEL TO EACH SIDE OF 4" METAL
STUDS AT 16" O.C. WITH 1" TYPE "S" SCREWS AT 8" O.C. TO
VERTICAL EDGES AND 12" O.C. TO TOP AND BOTTOM
RUNNERS AND INTERMEDIATE STUDS.
MS4-SA ONE (1) LAYER OF 5/8" GYPSUM WALL BOARD APPLIED AT
RIGHT ANGLES OR PARALLEL TO EACH SIDE OF 4" METAL
STUDS AT 16" O.C. WITH 1" TYPE "S" SCREWS AT 8" O.C. TO
VERTICAL EDGES AND 12" O.C. TO TOP AND BOTTOM
RUNNERS AND INTERMEDIATE STUDS, WITH SOUND
ATTENUATION INSULATION FILLED
MS6-F1 ONE (1) LAYER OF 5/8" GYPSUM WALL BOARD APPLIED AT
RIGHT ANGLES OR PARALLEL TO EACH SIDE OF 6" METAL
STUDS AT 16" O.C. WITH 1" TYPE "S" SCREWS AT 8" O.C. TO
VERTICAL EDGES AND 12" O.C. TO TOP AND BOTTOM
RUNNERS AND INTERMEDIATE STUDS.
MS6-SA ONE (1) LAYER OF 5/8" GYPSUM WALL BOARD APPLIED AT
RIGHT ANGLES OR PARALLEL TO EACH SIDE OF 4" METAL
STUDS AT 16" O.C. WITH 1" TYPE "S" SCREWS AT 8" O.C. TO
VERTICAL EDGES AND 12" O.C. TO TOP AND BOTTOM
RUNNERS AND INTERMEDIATE STUDS, WITH SOUND
ATTENUATION INSULATION FILLED
MS4-F1 ONE (1) LAYER OF 5/8" FIRE RATED GYPSUM WALL BOARD
APPLIED AT RIGHT ANGLES OR PARALLEL TO EACH SIDE OF
4" METAL STUDS AT 16" O.C. WITH 1" TYPE "S" SCREWS AT 8"
O.C. TO VERTICAL EDGES AND 12" O.C. TO TOP AND BOTTOM
RUNNERS AND INTERMEDIATE STUDS.
NOTE:
1.) 1 HOUR RATED - REFER TO UL DETAIL U419.
1/8" = 1'-0"A2.2
1 Reference
D A
T E
N O
D
E S
C R
IP
T
MAX.
12"
MIN.
42"
MIN.
54"
M
IN
M
A X
MIN.
24"
MIN.
12"
MIN.
36"
16" - 18"
48" MAX.
CL
R E
F L E
C T
IN
G
S U
R F
A C
E
M A
X B
O T
T O
M O
F
R E
F L E
C T
IN
G
S U
R F
A C
E
M
IN
T
O T
O P
O F
CL
MIN.
15"
F O
R W
A R
D R
E A
C H
T O
E N
S U
R E
1. ALL EXPOSED PIPING (UNDER LAVATORIES) TO BE INSULATED OR PROTECTED.
2. PROVIDE BLOCKING IN WALLS FOR GRAB BARS AND TOILET ACCESSORIES. GRAB BARS SHALL WITHSTAND A LOAD OF 250 lbs. APPLIED IN ANY DIRECTION.
3. FIXTURE ELEVATIONS ARE FOR REFERENCE ONLY. REFER TO PLUMBING FOR ACTUAL FIXTURE TYPES.
4. ALL ACCESSORIES SHALL BE KEYED ALIKE.
5. ACCESSORIES SHALL BE THE PRODUCTS OF A SINGLE MANUFACTURER.
6. MOUNT SOAP DISPENSER TO DRIP ONTO COUNTER, LAVATORY, OR SOAP DISH, NOT ONTO FLOOR.
7. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5LBF.
8. MODEL NUMBERS FOR TOILET ROOM ACCESSORIES MANUFACTURED BY BRADLEY CORPORATION ARE LISTED TO ESTABLISH A STANDARD OF QUALITY FOR DESIGN, FUNCTION, MATERIALS, WORKMANSHIP AND…
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