21-05-14 JBC B570 RTA Drawings.pdf

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REPAIR MAINTENANCE FACILITY, BLDG 570

JOINT BASE CHARLESTON

CHARLESTON, SOUTH CAROLINA

CONTRACT NO.: FA4418-17-D-0007

PROJECT NO.: DKFX 1054125

ISSUED: 14 MAY 2021

PROJECT LOCATION

TRUE NORTH

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HAUL ROUTE

ALTERNATE HAUL ROUTE

LAYDOWN AREA -

VERIFY EXISTING

CONDITIONS FOR

LIMITATIONS OF

CONTRACTOR

STORAGE

CEMS Project No.:

Project Manager:

Phone No.:Summerville, SC Wilmington, NC

15-154U D. Yensan

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DRAWING SIZE: ARCH D (24"x36")

PROJECT NO.

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SHEET INDEX

SHEET

NUMBER SHEET NAME

MECHANICAL

M-001 LEGEND, ABBREVIATIONS, AND GENERAL NOTES

MD101 FIRST FLOOR DEMOLITION PLAN - AREA A

MD102 FIRST FLOOR DEMOLITION PLAN - AREA B

MD103 FIRST FLOOR DEMOLITION PLAN - AREA C

MD104 FIRST FLOOR DEMOLITION PLANS - AREA D

M-101 FIRST FLOOR PLAN - AREA A

M-102 FIRST FLOOR PLAN - AREA B

M-103 FIRST FLOOR PLAN - AREA C

M-104 FLOOR PLANS - AREA D

M-301 SECTIONS

M-501 DETAILS

M-502 DETAILS

M-601 SCHEDULES

M-701 CONTROLS

M-702 CONTROLS

M-703 CONTROLS

M-704 CONTROLS

ELECTRICAL

E-001 GENERAL NOTES, LEGENDS AND MOUNTING

HEIGHTS

ED101 ELECTRICAL DEMOLITION PLAN - AREA A

ED102 ELECTRICAL DEMOLITION PLAN - AREA B

ED103 ELECTRICAL DEMOLITION PLAN - AREA C

ED104 ELECTRICAL DEMOLITION PLANS

E-101 ELECTRICAL PLAN - AREA A

E-102 ELECTRICAL PLAN - AREA B

E-103 ELECTRICAL PLAN - AREA C

E-104 ELECTRICAL PLANS

E-501 DETAILS

E-502 LIGHTING FIXTURE SCHEDULE AND DETAILS

E-601 EXISTING RISER DIAGRAM

E-602 PANEL SCHEDULES

E-603 PANEL SCHEDULES

TOTAL: 83

SHEET INDEX

SHEET

NUMBER SHEET NAME

INTERIORS

IG101 SIGNAGE PLAN

IG601 SIGNAGE SCHEDULE & DETAILS

I-101 FIRST FLOOR FINISH PLAN

I-102 ENLARGED FIRST FLOOR FINISH PLAN - AREA A

I-103 ENLARGED FIRST FLOOR FINISH PLAN - AREA B

I-104 ENLARGED FIRST FLOOR FINISH PLAN - AREA C

I-105 ENLARGED FIRST FLOOR FINISH PLAN - AREA D

I-601 ROOM FINISH SCHEDULE & GENERAL NOTES

FIRE PROTECTION

F-001 ALARM GENERAL NOTES, LEGENDS, AND

DIAGRAMS

F-002 SUPPRESSION GENERAL NOTES AND LEGENDS

F-003 SUPRESSION DIAGRAMS

FD101 FIRST FLOOR DEMOLITION PLAN - AREA A

FD102 FIRST FLOOR DEMOLITION PLAN - AREA B

FD103 FIRST FLOOR DEMOLITION PLAN - AREA C

FD104 FIRST FLOOR DEMOLITION PLAN - AREA D

F-101 FIRE PROTECTION PLAN - AREA A

F-102 FIRE PROTECTION PLAN - AREA B

F-103 FIRE PROTECTION PLAN - AREA C

F-104 FIRE PROTECTION PLAN - AREA D

F-105 DET-TRONICS TRIPLE IR LAYOUT

PLUMBING

P-001 LEGEND, ABBREVIATIONS, AND GENERAL NOTES

P-101 FIRST FLOOR PLANS - AREA D

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-003 ENVIRONMENTAL REQUIREMENTS

G-101 BUILDING CODE SUMMARY

G-102 LIFE SAFETY PLAN

STRUCTURAL

S-001 GENERAL NOTES AND DESIGN LOADS

S-401 ENLARGED MEZZANINE ROOF FRAMING PLANS -

AREA D

S-501 MEZZANINE DETAILS

ARCHITECTURAL

A-001 GENERAL NOTES AND ABBREVIATIONS

A-002 SYMBOLS, MATERIALS, AND PARTITIONS

AD001 GENERAL DEMOLITION NOTES AND DETAILS

AD101 ARCHITECTURAL DEMOLITION PLAN

AD102 ARCHITECTURAL DEMOLITION PLAN - AREA A

AD103 ARCHITECTURAL DEMOLITION PLAN - AREA B

AD104 ARCHITECTURAL DEMOLITION PLAN - AREA C

AD105 ARCHITECTURAL DEMOLITION PLAN - AREA D

A-101 RENOVATION FLOOR PLAN

A-102 RENOVATION FLOOR PLAN - AREA A

A-103 RENOVATION FLOOR PLAN - AREA B

A-104 RENOVATION FLOOR PLAN - AREA C

A-105 RENOVATION FLOOR PLAN - AREA D

A-131 REFLECTED CEILING PLAN

A-151 ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-421 ENLARGED RESTROOM PLANS

A-501 ARCHITECTURAL DETAILS

A-502 INTERIOR ELEVATIONS

A-571 MOUNTING HEIGHTS & DETAILS

A-601 DOOR SCHEDULE

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THE PROPOSED PROJECT AREA IS ADJACENT TO JOINT BASE CHARLESTON AIR (JBCHS AIR)

ENVIRONMENTAL RESTORATION PROGRAM (ERP) CLEANUP SITES. THE ERP SITE IS INCLUDED IN THE JBCHS AIR RESOURCE CONSERVATION AND RECOVERY ACT (RCRA) HAZARDOUS WASTE PERMIT ISSUED TO JBCHS AIR BY THE SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL SCIENCE

(SCDHEC).

GROUNDWATER AND GROUNDWATER MONITORING WELLS

1. GROUNDWATER IN THE PROJECT AREA (EXPECTED WATER TABLE APPROXIMATELY 7 FEET BELOW

GROUND SURFACE) IS POTENTIALLY CONTAMINATED WITH TRICHLOROETHENE (TCE) AND VARIOUS OTHER VOLATILE ORGANIC COMPOUNDS (VOCs). GROUNDWATER MONITORING OF THE WELL

NETWORK IS REQUIRED BY SCDHEC IN ACCORDANCE WITH THE RCRA PERMIT ISSUED TO JBCHS

AIR.

2. A NUMBER OF DISCHARGES FROM THE BUILDING 570 AQUEOUS FILM FORMING FOAM (AFFF) SYSTEM ARE KNOWN TO HAVE OCCURRED. THE QUANTITIES OF AFFF RELEASED ARE UNKNOWN; HOWEVER, SEVERAL DISCHARGES FLOWED OUTSIDE THE HANGAR ONTO THE APRON, THE ADJACENT GRASSY

AREA, AND LIKELY INTO THE SINGLE STORM DRAIN INLET SOUTH OF THE BUILDING. PLEASE NOTE- ALL SAMPLES WERE COLLECTED SOUTH OF BUILDING 570 (SEE FIGURES FOR SAMPLE LOCATIONS).

3. BASED ON THE PFAS SI:

PFAS IN SOILS:

COMBINED PFAS COMPOUNDS WERE DETECTED IN THE SURFACE SOIL, SUBSURFACE SOIL, AND

SEDIMENT SAMPLES; HOWEVER, ALL CONCENTRATIONS WERE LESS THAN THE REGIONAL

SCREENING LEVELS (RSLS) OF 126 ΜG/KG. SOILS COLLECTED IN THE SI WERE SIGNIFICANTLY LOWER THAN THE REGIONAL SCREENING LEVELS, SO IT APPEARS PFAS IN SOILS ARE NOT A MAJOR

CONCERN NEAR THE BUILDING.

PFAS IN GROUNDWATER/SURFACE WATER:

COMBINED PFAS COMPOUNDS WERE GREATER THAN THE ENVIRONMENTAL PROTECTION AGENCY

(EPA) LIFETIME HEALTH ADVISORY (LHA) LEVEL OF 0.07 ΜG/L IN GROUNDWATER (7‐10 FEET BELOW

GROUND SURFACE) AND SURFACE WATER SAMPLES.

4. IF GROUNDWATER IS ENCOUNTERED AND SINCE IT WAS GREATER THAN THE LHA, THEN SAMPLING

AND DISPOSAL MUST BE IN ACCORDANCE WITH AFFF RELATED WASTE MANAGEMENT

IMPLEMENTATION GUIDANCE OR THE MOST CURRENT VERSION. CONTRACTOR SHALL INCLUDE

COST FOR TESTING OF GROUNDWATER IN ACCORDANCE WITH STANDARDS IDENTIFIED ABOVE.

5. SEVERAL MONITORING WELLS ARE LOCATED NEAR OR WITHIN THE PROPOSED PROJECT AREA.

EVERY EFFORT SHOULD BE MADE TO PROTECT THE INTEGRITY OF THESE MONITORING WELLS, AS

THEY ARE CURRENTLY BEING USED FOR GROUNDWATER MONITORING. DRIVING OVER THESE

FLUSH-MOUNTED WELLS AND THEIR PADS WILL DAMAGE THE INTEGRITY OF THE WELL PAD AND

SEAL. CONTACT JBCHS FOR WELL LOCATIONS. ANY WELLS DAMAGED OR DESTROYED DURING THE PROJECT MUST BE REPAIRED OR REPLACED. COORDINATION FOR PROPER ABANDONMENT AND RE- INSTALLATION SHOULD BE WITH THE REMEDIAL PROJECT MANAGER (RPM), CHRISTOPHER WARGO AT 843-963-2701 (CHRISTOPHER.WARGO.2@US.AF.MIL) AND SCDHEC BUREAU OF LAND AND WASTE MANAGEMENT, DIVISION OF WASTE MANAGEMENT, FEDERAL FACILITIES SECTION. NOTE THAT SUCH

COORDINATION IS NOT WITH THE SCDHEC BUREAU OF WATER.

6. WELL REPAIR, ABANDONMENT, AND REPLACEMENT ARE THE RESPONSIBILITY OF THE CONTRACTOR.

IF A WELL IS ABANDONED AND RE-INSTALLED, A REGISTERED LAND SURVEYOR MUST SURVEY THE

GROUND SURFACE, TOP OF CASING, AND TOP OF CONCRETE WELL PAD, AND PROVIDE THIS

INFORMATION TO THE JBCHS AIR RPM. VERTICAL ELEVATIONS NEED TO BE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88), US SURVEY FEET AND HORIZONTAL LOCATIONS

(NORTHINGS AND EASTINGS) SHOULD BE REFERENCED TO A UNIVERSAL TRANSVERSE MERCATOR

COORDINATES ZONE 17 NORTH. ADDITIONALLY, A SC-CERTIFIED WELL DRILLER MUST BE USED FOR

ALL WELLS THAT ARE ABANDONED OR RE-INSTALLED, AND A SCDHEC FORM 1903 (WATER WELL

RECORD FORM) MUST BE PREPARED BY THE WELL DRILLER AND SUBMITTED TO THE PROPER

SCDHEC SECTION ABOVE (I.E. NOT THE BUREAU OF WATER) AND A COPY TO THE JBCHS AIR RPM. IF NECESSARY, ANY RE-INSTALLED MONITORING WELLS MUST BE PROPERLY DEVELOPED BY PUMPING

UNTIL GROUNDWATER IS CLEAR OF VISIBLE SEDIMENTS AND FIELD PARAMETER MEASUREMENTS

ARE STABILIZED (PH VARIES TO 0.1 STANDARD UNITS, SPECIFIC CONDUCTIVITY VARIES TO WITHIN

10%, AND TEMPERATURE IS CONSTANT FOR AT LEAST THREE CONSECUTIVE MEASUREMENTS).

7. ALL FIELD DOCUMENTATION, INCLUDING THE DEVELOPMENT LOGS AND WATER WELL RECORD

FORMS, MUST BE PROVIDED TO THE JBCHS AIR RPM.

INVESTIGATIVE-DERIVED WASTE

1. INVESTIGATIVE-DERIVED WASTE (SOIL CUTTINGS, DRILLING MUD, DEVELOPMENT WATER, AND/OR

GROUNDWATER) GENERATED BY RE-INSTALLATION OF A MONITORING WELL, OR EXCAVATED SOIL NOT PLANNED FOR REUSE FROM THE AREA FROM WHICH IT WAS EXCAVATED, MUST BE PROPERLY CONTAINED IN 55-GALLON DRUMS, LABELED (HOLD PENDING ANALYSIS UNTIL CHARACTERIZED, THEN HAZARDOUS OR NON-HAZARDOUS FOR TRANSPORTATION/DISPOSAL), STORED (HOLD

PENDING ANALYSIS AND NON-HAZARDOUS DRUMS CAN BE STORED ON SITE, BUT HAZARDOUS

DRUMS MUST BE STORED WITHIN THE FENCED AREA AT THE HAZ WASTE YARD), AND DISPOSED

WITH COORDINATION THROUGH MR. TOMMY HARDIN AT 843-963-3656 (JOHN.HARDIN@US.AF.MIL).

2. AFTER THE DATA IS EVALUATED, THE WASTE HAS BEEN CHARACTERIZED, AND A WASTE STREAM

CHARACTERIZATION PROCESS DOCUMENT (WSCPD) FOR CONTRACTORS HAS BEEN PREPARED, THE

WSCPD FORM MUST BE SIGNED BY MR. TOMMY HARDIN WELL IN ADVANCE OF SHIPMENT AND PRIOR

TO DISPOSAL. MR. HARDIN OR MR. WARGO WILL PROVIDE THE CONTRACTOR A WSCPD FORM.

DEWATERING/CONTAMINATED GROUNDWATER

1. IF DEWATERING OF GROUNDWATER IS REQUIRED, THE EXACT AMOUNT OF GROUNDWATER TO BE

DEWATERED FROM THE SITE WILL BE BASED ON THE DURATION OF PUMPING. DEWATERING

ACTIVITIES SHOULD BE MINIMIZED IN AN EFFORT TO REDUCE MIGRATION OF SITE CONTAMINANTS.

2. IF DEWATERING IS NECESSARY, ALL GROUNDWATER EXTRACTED FROM THE SUBSURFACE WITHIN SPECIFIED WORK AREA MUST BE CONTAINED IN FRAC TANKS (MOBILE STEEL STORAGE TANKS USED TO HOLD LIQUIDS) OR A SIMILAR TYPE OF STORAGE TANK. STORAGE TANKS MUST BE PROPERLY LABELED WITH A HOLD PENDING ANALYSIS LABEL UNTIL SAMPLES HAVE BEEN COLLECTED AND THE DATA HAVE BEEN RECEIVED/EVALUATED BY THE CONTRACTOR. AFTER THE DATA IS EVALUATED, THE WASTE HAS BEEN CHARACTERIZED, AND A WSCPD FOR CONTRACTORS HAS BEEN PREPARED, THE WSCPD FORM MUST BE SIGNED BY MR. TOMMY HARDIN WELL IN ADVANCE OF SHIPMENT AND

PRIOR TO DISPOSAL. MR. HARDIN OR MR. WARGO WILL PROVIDE THE CONTRACTOR A WSCPD

FORM. MR. HARDIN MUST SIGN ALL WASTE DISPOSAL MANIFESTS FOR OFF-BASE DISPOSAL.

PLEASE PLAN AHEAD.

ENVIRONMENTAL REQUIREMENTS:

3. IF THE REPORTED GROUNDWATER CONCENTRATIONS FROM DEWATERING ACTIVITIES ARE BELOW

THE NORTH CHARLESTON SEWER DISTRICT (NCSD) PRE-TREATMENT LIMITS, AND JBCHS (MR.

KURTIS EVANS AT 843-963-1483 OR KURTIS.EVANS@US.AF.MIL) AND NCSD HAVE BOTH REVIEWED

AND APPROVED THE RESULTS, THE GROUNDWATER CAN BE DISCHARGED TO A DESIGNATED

SANITARY SEWER MANHOLE. IF FRAC TANKS ARE UTILIZED FOR GROUNDWATER STORAGE AND

APPROVAL HAS BEEN GRANTED FOR DISPOSAL TO THE SANITARY SEWER, VACUUM TRUCKS WILL

LIKELY BE USED FOR TRANSPORTING THE GROUNDWATER WASTE FROM THE FRAC TANK TO THE

SANITARY SEWER. MR. EVANS WILL PROVIDE THE NCSD PRETREATMENT LIMITS TO THE

CONTRACTOR. THE LIQUID SAMPLES COLLECTED FOR CHARACTERIZATION FOR SANITARY SEWER

DISPOSAL MUST BE ANALYZED FOR VOCs VIA ENVIRONMENTAL PROTECTION AGENCY (USEPA)

METHOD 8260B. ADDITIONALLY, PH AND TEMPERATURE READINGS MUST BE MEASURED IN THE

FIELD AND NOT BY SUBMITTAL TO AN OFF-SITE LABORATORY. THE ANALYTICAL LABORATORY

UTILIZED MUST BE IN THE SCDHEC ENVIRONMENTAL LABORATORY CERTIFICATION PROGRAM

(REGULATION 61-81, ENTITLED "STATE ENVIRONMENTAL LABORATORY CERTIFICATION

REGULATION").

CONTAMINATED SOIL

1. SOIL IN THE PROJECT AREA APPROXIMATELY 7 FEET BELOW GROUND SURFACE IS POSSIBLY

CONTABMINATED WITH TCE OR OTHER VOCs. IF POSSIBLE, THE EXCAVATED SOIL SHOULD BE

PLACED BACK IN THE SAME AREA FROM WHICH EXCAVATED.

2. ANY SOIL TO BE REMOVED FROM THE SITE SHOULD BE EXCAVATED, CONTAINED IN 55-GALLON DRUMS OR PLASTIC-LINED ROLL-OFF BINS, COVERED, LABELED WITH HOLD PENDING ANALYSIS STICKERS, AND STORED ON BASE UNTIL THE SOIL HAS BEEN SAMPLED AND CHARACTERIZED. A COMPOSITE SOIL SAMPLE SHOULD BE COLLECTED FROM EVERY ROLL-OFF BIN (OR ONE COMPOSITE SAMPLE FROM EVERY FIVE 55-GALLON DRUMS) AND ANALYZED FOR VOCs. ONCE CHARACTERIZED, THE APPROPRIATE LABELS SHOULD BE PLACED ON THE STORAGE CONTAINERS.

3. ANY SOIL EXCAVATED AT THE SITE THAT CANNOT BE PLACED BACK IN THE EXCAVATION CLOSE TO

WHERE IT WAS EXCAVATED SHOULD BE PROPERLY DISPOSED OFF-BASE AND MUST BE

COORDINATED THROUGH MR. TOMMY HARDIN. AFTER THE DATA IS EVALUATED, THE WASTE HAS

BEEN CHARACTERIZED, AND A WSCPD FOR CONTRACTORS HAS BEEN PREPARED, ALL THE

INFORMATION MUST BE PROVIDED TO MR. TOMMY HARDIN WELL IN ADVANCE OF SHIPMENT AND

PRIOR TO DISPOSAL. MR. HARDIN WILL PROVIDE THE CONTRACTOR A WSCPD FORM. MR. HARDIN

MUST SIGN THE WASTE MANIFEST PRIOR TO OFF-BASE TRANSPORTATION AND DISPOSAL.

4. THE SAME DISPOSAL PROCEDURES AND COORDINATION MUST BE ADHERED TO FOR

CONTAMINATED SOIL AS FOR CONTAMINATED GROUNDWATER.

CEMS Project No.:

Project Manager:

Phone No.:Summerville, SC Wilmington, NC

15-154U D. Yensan

843.875.3637

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DRAWING SIZE: ARCH D (24"x36")

PROJECT NO.

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IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

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CEMS Project No.:

Project Manager:

Phone No.:Summerville, SC Wilmington, NC

15-154U D. Yensan

843.875.3637

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DRAWING SIZE: ARCH D (24"x36")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

A/E SEAL

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FIRE RESISTANCE RATING OF BLDG ELEMENTS

STRUCTURAL FRAME

(PER IBC TABLE 601)

BEARING WALLS

RATING AS

REQUIRED

(IN HOURS)

BUILDING ELEMENT RATING AS

DESIGNED

(IN HOURS)

NOTES

(PER IBC TABLE 601)

EXTERIOR

INTERIOR

NONBEARING WALLS

AND PARTITIONS

(PER IBC TABLE

601 AND 602)

- EXTERIOR

- INTERIOR

FLOOR CONSTRUCTION

INCLUDING SUPPORTING

BEAMS AND JOISTS

(PER IBC TABLE 601)

ROOF CONSTRUCTION

INCLUDING SUPPORTING

BEAMS AND JOISTS

(PER IBC TABLE 601)

FIRE PARTITIONS

(PER NFPA 101 40.3.6)

INCIDENTAL ACCESSORY

OCCUPANCIES

(PER IBC TABLE 509)

OCCUPANCY

SEPARATION WALLS

(PER IBC TABLE 508.4)

0 NA

0 NA

0 NA

EXISITNG

EXISTING

0 NA

EXISTING

0 NA EXISTING

0 NA EXISTING

NA NA EXISTING

0 NA EXISTING

0 NA EXISTING

BUILDING HEIGHT

AS DESIGNED

(PER IBC TABLE 504.3

AND 504.4)

AS ALLOWED BY IBC

TOTAL HEIGHT

IN FEET IN STORIES IN FEET IN STORIES

66 FT +/- 1 75 FT 3

66 FT +/- 1 75 FT 3

STRUCTURE IS AN EXISTING 1 STORY WITH MEZZANINE

NO YES

NO YES

NO YES

NO YES

NO YES

BASIC BUILDING CODE INFORMATION

CONSTRUCTION CLASSIFICATION:

TYPE:

(IBC 602)

DOES BUILDING HAVE ACCESSORY

OCCUPANCY (IES)?: (IBC 508.2)

WHAT PERCENT OF STORY IS

ACCESSORY OCCUPANCY?:

DOES BUILDING REQUIRE INCIDENTAL USE

AREA SEPARATION?:

(NFPA 101

6.1.14.1)

MIXED OCCUPANCIES?: (IBC 508.1)

OCCUPANCY GROUP:

NON SEPARATED?: (IBC 508.3)

SEPARATED?: (IBC 508.4)

NFPA IBC

EXISTING: (ASSUMED) II-B (0,0,0)

- EXISTING: INDUSTRIAL -Special Purpose

- Storage (Incidental)

- Business Use (Incidental)

- Assembly Non concentrated & Collaboration (Incidental)

NA SF

EXISTING HANGAR (GROUP I) NFPA 409 - Level II Renovation (IEBC)

- EXISTING: STORAGE S1

- Assembly A3 (Accessory)

- Business (Accessory)

FIRE PROTECTION / LIFE SAFETY /

ACCESSIBILITY CODE REVIEW

REPAIR MAINTENANCE FACILITY, BLDG 570

FIRE WALLS

(PER IBC TABLE 706.4):

FIRE BARRIERS

(PER UFC 4-211-01):

OTHER REQUIREMENTS: RATING AS

REQUIRED

(IN HOURS)

RATING AS

DESIGNED

(IN HOURS) NOTES

OPENING PROTECTIVES

(PER IBC SECTION 716

AND TABLE 716.5):

THRU-PENETRATIONS

(PER IBC SECTION 716

AND TABLE 716.5):

NA NA EXISTING

NA NA EXISTING HORIZONTAL &

VERTICAL BARRIERS ARE

RATED PER UFC 4-211-01,

SECTION 3-3.1.3

NA NA EXISTING

NA NA EXISTING

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

GENERAL FIRE PROTECTION REQUIREMENTS

SEPARATIONS:

(PER IBC SECTION 718)FIREBLOCKING REQUIRED?:

(PER IBC SECTION 718)DRAFTSTOPPING REQUIRED?:

(PER IBC SECTION 909)SMOKE CONTROL SYSTEM

REQUIRED?:

(PER IBC SECTION 709)SMOKE BARRIERS REQUIRED?:

(PER IBC SECTION 710)SMOKE PARTITION REQUIRED?:

(PER IBC SECTION 708)FIRE PARTITION REQUIRED?:

(PER IBC TABLE 508.4)FIRE BARRIER REQUIRED?:

ALARM AND DETECTION:

(PER UFC 3-600-01 9-18.6.1

AND NFPA 101 40.3.4.1)

FIRE ALARM SYSTEM REQUIRED?:

(PER UFC 3-600-01)

EMERGENCY ALARM SYSTEM

REQUIRED?:

FIRE ALARM SYSTEM PROVIDED?:

VERTICAL ENCLOSURES:

STAIRS:

SHAFT WALLS:

(PER NFPA 101, 7.1.3.2.1)

(PER IBC TABLE 713)

FIRE RATING:

FIRE RATING:

SHAFT ENCLOSURES: (PER IBC TABLE 713)

FIRE RATING:

FIRE RATING:

FIRE RATING:

FIRE RATING:

FIRE RATING:

(PER UFC 3-600-01)

EMERGENCY ALARM SYSTEM

PROVIDED?:

1 HR

1 HR

1 HR

1 HR

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

SUPPRESSION:

(PER UFC 3-600-01

9-10.2.1 AND 9-10.2.2)

STANDPIPES REQUIRED?:

(PER UFC 3-600-01 9-7.2.1.1)SPRINKLERS REQUIRED?:

SPRINKLERS PROVIDED?:

(PER UFC 3-600-01 9-17.1)

PORTABLE EXTINGUISHERS

REQUIRED?:

(PER UFC 3-600-01)

OTHER SUPPRESSION

SYSTEMS REQUIRED?:

(PER UFC 3-600-01)

SMOKE AND HEAT VENTS

REQUIRED?:

MASS NOTIFICATION:

(UFC 04-010-01 AND

UFC 04-021-01)

MASS NOTIFICATION REQUIRED?:

MASS NOTIFICATION PROVIDED?:

LIGHT HAZARD AREAS: ORDINARY HAZARD AREAS:

*REFER TO FIRE PROTECTION SHEETS FOR WATER

SUPPLY INFORMATION AND DESIGN CRITERIA

ENCLOSURE PROTECTION:

ROOMS REQUIRING A

FIRE RATED SEPARATION:

(IBC 509)

(NFPA 409: 5.2.1, T6.1.14.4)

- ENTIRE BUILDING

ILLUMINATION OF

MEANS OF EGRESS

(NFPA 101: 7.8)

EMERGENCY LIGHTING

(NFPA 101: 7.9, AND

CHAPTERS 12-42)

MARKING OF MEANS

OF EGRESS

(NFPA 101: 7.10)

REQUIREDCODE ITEM PROVIDED NOTES

INTERIOR FINISHES

(NFPA 101: CHAPTER

10 AND TABLE A.10.2.2)

FIRE DAMPERS

(NFPA 90A)

SMOKE DAMPERS

(NFPA 90A)

DUCT SMOKE DETECTORS

(NFPA 90A)

ADDITIONAL LIFE SAFETY FEATURES

FT-CANDLE

YES Not required in unoccupied service equip areas per 7.14.4.2 when not req'd by occupancy Chapter

YES YES

Existing exit marking will be utilized where not modified, new lighting will be provided where directions to exits are required or modifications are required per finish replacemetnt.

New finishes to be provided in compliance with 40.3.3 and 10.2

YES YES

YES YES

YES YES

YES YES

YES YES

ROOF ACCESS

(UFC 3-600-01: 10-4

IBC 1011.12)

FIRE DEPARTMENT

VEHICLE ACCESS

(UFC 3-600-01: 9-1

NFPA 1: 3.5)

FIRE HYDRANT

INSTALLATION

(UFC 3-600-01: 9-3.5)

KITCHEN COOKING

EXHAUST EQUIPMENT

(NFPA 101: 9.2.3

NFPA 96)

ACCESSIBILITY

REQUIREMENTS

(ABA CHAPTERS 1-10)

EXISTING NOT IN SCOPEYES NA

YES NA

EXISTING NOT IN SCOPE

YES NA

YES NA

EXISTING NOT IN SCOPE

NO NA

EXISTING NOT IN SCOPE

APPLICABLE ON WHERE

MODIFICATIONS ARE MADE.

(IBC 311.2)

(IBC 303.4)

(IBC 304.1)

AREA CALCS BY OCCUPANCY - IBC

STORAGE S1 = 38,856 SF

ASSEMBLY A3 = 1,721 SF

BUSINESS B = 1,085 SF

TOTAL OCCUPIED AREA = 41,662 SF TOTAL GROSS AREA = 42,845 GSF

IBC T509 - INCIDENTAL BATTERY STOR. GREATER THAN T1206.2 - 1HR

IBC T707.3.10 - SEPARATING FIRE AREAS GROUP S1 - 3 HR

NFPA 409: 5.2.1 - HANGAR / SERVICE AREA - FIRE BARRIER - 2 HR

5.2.3 - HANGAR & SERVICE / ALL OTHER AREAS , SHOPS,

OFFICES, PARTS AND STORAGE - 1HR W/ 45MIN OPG.

MEANS OF EGRESS

EGRESS WIDTH

(PER NFPA 101, TABLE

7.3.3.1)

CORRIDOR WIDTH

(PER NFPA 101, 40.2.3.2)

CORRIDOR FIRE-

RESISTANCE RATING

(PER NFPA 40.3.6)

REQUIREDCODE ITEM PROVIDED NOTES

STAIR WIDTH (PER

NFPA 101, TABLE 7.3.3.1)

COMMON PATH OF

EGRESS TRAVEL (PER

NFPA 101, TABLE A.7.6)

EXIT ACCESS TRAVEL

DISTANCE (PER NFPA 101,

TABLE A.7.6)

DEAD ENDS (PER NFPA

101, 40.6.4)

MINIMUM NUMBER OF

EXITS FOR OCCUPANT

LOAD (PER NFPA 101,

7.4.1.2 AND 40.2.3)

VERTICAL EXIT

ENCLOSURES

(PER NFPA 101, 7.1.3.2.1)

HORIZONTAL EXIT

(PER NFPA 101, 7.2.4)

EXIT ACCESS

CORRIDOR WALLS

(PER NFPA 101, 7.1.3.1 (1))

.2IN / OCC NA EXISTING

28 in min.

existing

NA 44IN MIN NEW

EXISTING TO REMAIN - NOT

IN SCOPE

<400FT PER T42.2.6; 150FT

MAX SPACING OF

MANDOORS AT EXTERIOR

WALLS PER 40.6.3

EXISTING COORIDORS TO

REMAIN - NOT IN SCOPE

NEW MANDOORS REQUIRED

TO COMPLY WITH 150FT MAX

SPACING AT HANGAR

EXISTING STAIRS TO REMAIN

- NOT IN SCOPE

0 0

.3IN / OCC NA

100 ft

400 ft YES

<50 ft NA

2 7

YES NA

Note: Min of (2) Exits from Aircraft servicing areas to be provided at 150 ft max interval on exterior walls per 40.6.2.1, 2. Existing conditions not compliant.

.2IN / OCC

NO NA EXISTING TO REMAIN - NOT

IN SCOPE

NO NA OCCUPANCY IS NOT

CHANGING - NOT A PART OF

SCOPE

APPLICABLE CODES AND STANDARDS

A. UFC 1-200-01: GENERAL BUILDING REQUIREMENTS,8, OCTOBER 2019.

B. UFC 3-600-01: DESIGN: FIRE PROTECTION ENGINEERING FOR FACILITIES, AUG

2016 W/CHANGE 4, 7 FEBRUARY 2020.

C. UFC 4-021-01: DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, APR 2008

W/CHANGE 1, JAN 2010

D. IBC 2018: INTERNATIONAL BUILDING CODE FOR FIRE RESISTANCE

REQUIREMENTS, ALLOWABLE FLOOR AREA, BUILDING HEIGHT LIMITS, AND

BUILDING SEPARATION DISTANCE, EXCEPT AS MODIFIED BY UFC 3-600-01

E. NFPA 1, 2018: FIRE CODE, FOR DETERMINING VEHICLE ACCESS REQUIREMENTS

F. NFPA 101, 2018: LIFE SAFETY CODE, FOR BUILDING EGRESS AND LIFE SAFETY

EXCEPT AS MODIFIED IN UFC 3-600-01

G. NFPA 10, 2018: STANDARD FOR PORTABLE FIRE EXTINGUISHERS

H. NFPA 13, 2019: STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS,

MINIMUM REQUIREMENTS FOR DESIGN AND INSTALLATION OF AUTOMATIC FIRE

SPRINKLER SYSTEMS AND EXPOSURE PROTECTION

I. NFPA 30, 2018: FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, FOR

CONSTRUCTION REQUIREMENTS AND FIRE RESISTANCE RATINGS FOR LIQUID

STORAGE AREAS

J. NFPA 30A, 2018: CODE FOR MOTOR FUEL DISPENSING FACILITIES AND REPAIR

GARAGES, FOR OCCUPANCY CLASSIFICATION, CONSTRUCTION REQUIREMENTS

AND MEANS OF EGRESS FOR REPAIR GARAGES AND ORGANIZATIONAL

MAINTENANCE SHOPS

K. NFPA 70, 2017: NATIONAL ELECTRICAL CODE (NEC) - ARTICLE 500 HAZARDOUS

LOCATIONS AND ARTICLE 511 COMMERCIAL GARAGES, REPAIR AND STORAGE

L. NFPA 80, 2016: STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES

M. NFPA 72, 2019: NATIONAL FIRE ALARM AND SIGNALING CODE

N. NFPA 90A, 2018: STANDARD INSTALLATION OF AIR CONDITIONING AND

VENTILATION SYSTEMS, FOR PROTECTION OF OPENINGS, SHAFTS, FIRE

DAMPERS, SMOKE DAMPERS, PENETRATIONS AND FAN CONTROL

O. NFPA 291, 2016: RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND

MARKING OF HYDRANTS

Q. NFPA 409, 2016: STANDARDS FOR AIRCRAFT HANGARS.

R. ABA (ARCHITECTURAL BARRIERS ACT) ACCESSIBILITY STANDARDS FOR DOD

FACILITIES, CHAPTERS 1-10, ADOPTED BY DOD BY MEMORANDUM DATED

OCTOBER 2008

S. UFC 4-211-01: AIRCRAFT MAINTENANCE HANGARS, 18 MAY 2020 W/ CHANGE 2

T. IMC 2018: INTERNATIONAL MECHANICAL CODE AS REFERENCED & MODIFIED BY

UFC 1-200-01

U. IPC 2018: INTERNATIONAL PLUMBING CODE AS REFERENCED & MODIFIED BY UFC

1-200-01

V. JOINT BASE CHARLESTON ARCHITECTURAL COMPATIBILITY PLAN.

W. UFC 3-301-01: STRUCTURAL ENGINEERING, 1 OCTOBER 2019

BUILDING AREA

PER IBC 507.4 - THE EXISTING 1 STORY HANGAR - BUILDING OCCUPANCY S1 WITH

PERIMETER FRONTAGE > 60 FT IN ALL DIRECTIONS IS ALLOWED TO BE UNLIMITED.

507.4 SPRINKLERED, ONE STORY BUILDINGS. THE AREA OF A GROUP A-4 BUILDING

NOT MORE THAN ONE STORY ABOVE GRADE PLAN OF OTHER THAN TYPE V

CONSTRUCTION, OR THE AREA OF A GROUP B, F, M, OR S BUILDING NO MORE

THAN ONE STORY ABOVE GRADE PLAN OF ANY CONSTRUCTION TYPE, SHALL NOT

BE LIMITED WHERE THE BUILDING IS PROVIDED WITH AN AUTOMATIC SPRINKLER

SYSTEM THROUGHOUT IN ACCORDANCE WITH SECTION 903.3.1.1 AND IS

SURROUNDED AND ADJOINED BY PUBLIC WAYS OR YARDS NOT LESS THAN 60

FEET (18.288MM) IN WIDTH.

UNPROTECTED/FULLY SPRINKLERED

@ ASSEMBLY

@ ASSEMBLY

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A L E N G I N E E R

No. 20943

5/14/2021

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UPR

R

DN

GENERAL LIFE SAFETY SHEET NOTES:

1. DEVICES HAVE BEEN SHOWN; BUT THE CONTRACTOR SHALL ENSURE THE INSTALLATION

OF ALL LIFE SAFETY DEVICES INDICATED ON THE ENGINEERING DRAWINGS.

2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ANY EXISTING FIRE RATED

WALLS. ANY WORK DONE AROUND EXISTING FIRE RATED WALLS SHALL BE DONE WITH

REPAIRED IMMEDIATELY.

3. CONTRACTORS SHALL FOLLOW EM-385-1-1 AND NFPA 241, ALONG WITH THE

INSTALLATION’S FIRE REGULATIONS.

4. FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE

PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR

PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS

OR STENCILING. SUCH IDENTIFICATION SHALL:

a. BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT

EXCEEDING 30 FEET MEASURED HORIZONTALLY ALONG WITH WALL OR PARTITION.

b. INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8-INCH

STROKE IN A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING,

“FIRE AND/OR SMOKE BARRIER – PROTECT ALL OPENINGS,” OR OTHER WORDING.

A

2 3 4

5 6 7 8 9 10 11 12 13 14

B

C

D

E

F

G

H

J

K

L

15 16

17 18 19 20

BREAK ROOM

CLEANING RM

ENTRY

HANGAR

DISPATCH

EXERCISE

MECHANICAL

FOAM EQUIP.

SYSTEM

ELEC/FIRE ALARM

CORRIDOR

LOCKERS

263 SF

50 5.26

634 SF

150 4.23

35024 SF

500 70.05

821 SF

300 2.74

142 SF

300 0.47

1510 SF

300 5.03

1666 SF

15 114.7

81 SF

500 0.16

1057 SF

50 20.35

165/12

165/12

165/12

165/12

165/12

165/12

165/69

165/80

DIAGONAL DISTANCE = 292 FT

REQUIRED SEPARATION = 146 FT

41 FT

F

T

TD= 145FT

PLUMBING INFORMATION

WATER CLOSETS

LAVATORIES

URINALS *

FEMALE - PROVIDEDFEMALE - REQUIREDMALE - PROVIDEDMALE - REQUIRED

MINIMUM PLUMBING FIXTURES REQUIRED/PROVIDED PER IBC SECTION TABLE 2902.1

OTHER FIXTURES

DRINKING FOUNTAINS

REQUIRED PROVIDED

UNISEX TOILET

OTHERS (LIST)

* URINALS - SEE IPC 419.2, URINALS MAY SUBSTITUTE FOR W.C.

WHERE MIXED OCCUPANCIES OCCUR WITHIN BUILDINGS, EXPAND THIS TABLE TO INDICATE OCCUPANT LOADS FOR EACH. THE MINIMUM REQUIRED TOILET FIXTURES ARE CALCULATED FOR THE TOTAL DESIGN OCCUPANT LOAD INDICATED IN TABLE 5-6

SERVICE SINK

Existing - not in scope 2 Existing - not in scope 1

Existing - not in scope 1 Existing - not in scope 1

Existing - not in scope 2 N/A N/A

Existing - not in scope Existing - not in scope

Existing - not in scope 0

Existing - not in scope 1

90' - 6 3/4" 90' - 6 3/4" 90' - 6 3/4"

ASSUMED FIRE AREA SEPARATION WALL

1HR FIRE BARRIER W/ 45MIN OPNG TYP

ASSUMED

SEPARATION WALL

1HR FIRE BARRIER

W/ 45MIN OPNG -

TYP

ASSUMED FIRE AREA SEPARATION WALL

1HR FIRE BARRIER W/ 45MIN OPNG TYP

ASSUMED FIRE AREA SEPARATION WALL

1HR FIRE BARRIER W/ 45MIN OPNG TYP

ASSUMED FIRE AREA SEPARATION WALL

1HR FIRE BARRIER W/ 45MIN OPNG TYP

ENTRY

MEN

WOMEN

JAN

D

IA

G O

N A

L D

IS

T

A N

C E

F

T

R E

Q U

IR

E

D S

E P

A R

A T

IO

N

F

T

47'-2" COMMON PATH

OCCUPANCY LOAD

OCCUPANCY AREA SF AREA/OCC NO. OCCUPANTS

STORAGE (S1) & HANGAR 35104 500 71

BUSINESS 1085 150 8

LOCKERS 1280 50 26

ASSEMBLY (A3) 1721 15 115

MECH / STOR / EQUIP. 2472 300 9

229 TOTAL OCCUPANTS

* OCCUPANT LOAD FOR EGRESS CALCULATED PER NFPA 101 TABLE 7.3.1.2 AND

UFC 3-600-01 TABLE10.1

62'-3"

TRAVEL

DISTANCE

400'-0"

ALLOWED

72 FT

F

T

F

T

55 FT

F

T

57 FT

F

T

F

T

FE

FE

FE

/4

/4

165/12

NEW 1HR HORIZONTAL FIRE

BARRIER W/ 45MIN OPNG TYP AT

ROOF STRUCTURE TO HANGAR

ASSUMED 1HR HORIZONTAL FIRE

BARRIER W/ 45MIN OPNG TYP AT

ROOF STRUCTURE TO HANGAR -

TYP.

FE

NEW

FE

NEW

FE

NEW

FE

NEW

SPACE USE LEGEND

AIRCRAFT HANGAR 1/500 SF

CIRCULATION / RESTROOMS ETC.

ASSEMBLY (less concentrated) & COLLABORATION 1/15 SF (net)

BUSINESS USE 1/150 SF

STORAGE / MECH ,ELEC, OTHER BLDG EQUIP

1/300 SF

LOCKERS / EXERCISE ROOMS

1/50 SF

(NFPA 101 TABLE 7.3.1.2, AND UFC 3-600-01 TABLE 10.1)

5 6

F

G

OFFICE

451 SF

150 3

165/5

ASSUMED FIRE AREA SEPARATION WALL

1HR FIRE BARRIER W/ 45MIN OPNG TYP

TO HANGAR

ASSUMED 1HR HORIZONTAL

FIRE BARRIER W/ 45MIN

OPNG TYP AT MEZZANINE

ROOF STRUCTURE TO

HANGAR - TYP.

150 SF

100 100

1-HR. RATED WALLS

LIFE SAFETY PLAN LEGEND

45'-0"

TRAVEL DISTANCE

FEC

FIRE EXTINGUISHER CABINET W/ 10LB. A: BC

DRY-CHEMICAL FIRE EXTINGUISHER

NOTE: FIRE EXTINGUISHERS SHALL BE

INSTALLED W/ TOP AT 4'-0" ABOVE FINISHED

FLOOR. PROVIDE STICK - ON LETTERING AND

DIRECTIONAL ARROWS TO IDENTIFY THE

CABINET OR EXTINGUISHERS LOCATION.

EXIT SIGN WITH DIRECTION ARROWS-

SEE ELECT. DWGS.

FE

BRACKET - MOUNTED FIRE

EXTINGUISHER: 10LB. A:BC

DRY - CHEMICAL TYPE

EGRESS CLEAR WIDTH

CAPACITY/NO. OF OCCUPANTS

FIRE ALARM VISUAL / AUDIO STROBE; SEE

ELECTRICAL

FULL HEIGHT WALLS (NO RATING)

ROOM AREA

OCCUPANT LOAD

AREA PER OCCUPANT

STARTING POINT FOR TRAVEL DISTANCE

36" 100/100

COMMON PATH END

CP

GRAPHIC SCALE

8' 16' 32'48"

SCALE: 1/16"=1'-0"

CEMS Project No.:

Project Manager:

Phone No.:Summerville, SC Wilmington, NC

15-154U D. Yensan

843.875.3637

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DRAWING SIZE: ARCH D (24"x36")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

A/E SEAL

PLAN NORTH

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SCALE: 1/16" = 1'-0"1

LIFE SAFETY PLAN - OVERALL

SCALE: 1/16" = 1'-0"

LIFE SAFETY PLAN (MEZZANINE)

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A L E N G I N E E R

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DESIGN REFERENCES:

CODES AND STANDARDS:

IBC 2018 INTERNATIONAL BUILDING CODE, 2018 EDITION

IEBC 2018 INTERNATIONAL EXISTING BUILDING CODE, 2018 EDITION

ASCE/SEI 7-16 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR

BUILDINGS AND OTHER STRUCTURES

RP 8 STANDARDS OF SEISMIC SAFETY FOR EXISTING FEDERALLY OWNED

AND LEASED BUILDINGS

UFC 1-200-01 DoD BUILDING CODE

UFC 3-301-01 STRUCTURAL ENGINEERING (DATED 1-OCT-2019)

UFC 4-010-01 DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS

UFC 4-211-01 AIRCRAFT MAINTENANCE HANGARS, WITH CHANGE 2

(DATED 18-MAY-2020)

ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

AISC 325-17 STEEL CONSTRUCTION MANUAL, 15TH EDITION

AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

TMS 402/602-16 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

GENERAL NOTES:

1. THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENT PARTS ARE

IN PLACE. THEREFORE, THE CONTRACTOR/ERECTOR SHALL PROVIDE ALL

NECESSARY SHORING AND BRACING AS REQUIRED TO ENSURE STABILITY DURING

ERECTION.

2. WHEN A DETAIL IS SHOWN ON THE STRUCTURAL DRAWINGS FOR ONE CONDITION, IT

SHALL APPLY TO ALL SIMILAR OR LIKE CONDITIONS, UNLESS NOTED OR SHOWN

OTHERWISE ON THE DRAWINGS.

3. CONTRACTOR SHALL FULLY COORDINATE ALL ARCHITECTURAL AND STRUCTURAL

DRAWINGS (INCLUDING DIMENSIONS AND ELEVATIONS) AND SHALL FULLY RESOLVE

ANY CONFLICTS PRIOR TO COMMENCING WORK.

4. FABRICATION DRAWINGS SHALL NOT BE REPRODUCTION OF STRUCTURAL CONTRACT

DRAWINGS.

5. MISCELLANEOUS STRUCTURAL ITEMS, CONDITIONS OR PIECES OF STEEL MAY BE

SHOWN ON ARCHITECTURAL DRAWINGS.

6. CONTRACTOR SHALL CONSULT GOVERNMENT FOR DIRECTION SHOULD UNCHARTED

OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING

SITE CLEARING, GRADING AND EXCAVATION.

7. DESIGN CRITERIA:

A: AREA D MEZZANINE ROOF LOADS

a. DEAD LOADS 13 PSF (TOTAL)

METAL DECK + GYPSUM FIBER BOARD FLOORING 5.5 PSF

ROOF FRAMING DEAD LOAD 3.5 PSF

CMEP 4 PSF

b. LIVE LOAD 20 PSF

B: GROUND SNOW LOAD, Pg: 5 PSF

a. SNOW EXPOSURE FACTOR, Ce: 0.9

b. SNOW IMPORTANCE FACTOR, Is: 1.1

c. THERMAL FACTOR, Ct: 1.0

C: WIND LOADS

a. ULTIMATE WIND SPEED, Vult: 155 MPH

b. RISK CATEGORY: III

c. WIND EXPOSURE: C

d. PRESSURE COEFFICIENT ZONE WIDTH, a:

HIGH ROOF: 11 FT

LOW ROOF: 8.5 FT

BREAKROOM ROOF: 4 FT

D: SEISMIC LOADS

a. RISK CATEGORY: III

b. SEISMIC IMPORTANCE FACTOR, Ie: 1.25

c. MAPPED SPECTRAL RESPONSE: SS = 1.854 g

S1 = 0.541 g

d. SITE CLASS: D

e. DESIGN SPECTRAL RESPONSE: SDS = 1.483 g

f. SEISMIC DESIGN CATEGORY: D

1. CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,500 PSI AT 28 DAYS

PER CHAPTER 19 OF ACI 318-14.

2. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60.

3. WELDED WIRE REINFORCEMENT SHALL BE ASTM A1064 AND PLACED AT

MID DEPTH OF SLAB, UNLESS OTHERWISE NOTED.

4. PROPORTION AND DESIGN CONCRETE MIXES TO RESULT IN CONCRETE

SLUMP AT POINT OF PLACEMENT NOT LESS THAN 3" AND NOT MORE

THAN 5".

5. ADDITION OF WATER TO READY-MIX IN THE FIELD SHALL NOT BE

ALLOWED.

6. DEPOSIT CONCRETE IN A CONTINUOUS OPERATION UNTIL THE PLACING

OF CONCRETE IS COMPLETE. IF POUR IS TO BE DISCONTINUOUS,

CONTRACTOR SHALL USE CONSTRUCTION JOINTS.

7. CONCRETE MUST BE CURED FOR A MINIMUM 21 DAYS PRIOR TO ANY

ADHESIVE ANCHOR INSTALLATION.

8. SEE SECTION 20.6 OF ACI 318 FOR MINIMUM REINFORCEMENT

PROTECTION REQUIREMENTS.

9. WHEN TRANSMITTING CONCRETE MIX DESIGN FOR REVIEW, INCLUDE

ALL RELEVANT INFORMATION - INCLUDING MIX DESIGN

PROPORTIONING, PRODUCT DATA SHEETS, TEST RECORD DATA, ETC. -

IN ONE SUBMITTAL. DO NOT TRANSMIT SEPARATELY.

10. SEE SPECIFICATION SECTION 03 30 53 FOR ADDITIONAL INFORMATION.

11. THESE NOTES SHALL APPLY TO EQUIPMENT PAD WORK SHOWN ON

MECHANICAL DRAWINGS.

12. TYPICAL CLASS B, NON-TOP BAR, REINFORCEMENT SPLICES SHALL BE

AS FOLLOWS UNLESS OTHERWISE NOTED:

MINIMUM CONCRETE PROTECTION FOR

REINFORCEMENT (ACI 318-14, SECT. 20.6):

1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"

2. CONCRETE EXPOSED TO EARTH OR WEATHER:

#6 THROUGH #11: 2"

#3 THROUGH #5: 1 1/2"

3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH:

SLAB, WALLS, JOISTS: 3/4"

BEAMS, COLUMNS: 1 1/2"

CONCRETE NOTES:

4,500

#4

LAP DISTANCE BY BAR SIZE

f'c (PSI) 18"

#5

23"

#6

27"

#7

40"

#8

45"

STRUCTURAL STEEL:

1. 1/2"-DIAMETER BOLTS SHALL BE USED IN ALL STRUCTURAL STEEL BOLTED

CONNECTIONS UNLESS NOTED OTHERWISE. TIGHTEN BOLTS TO TENSION

REQUIRED BY AISC.

2. ANCHOR RODS SHALL BE ASTM F1554 GR. 36, THREADED ON EACH END,

WITH HEAVY HEX NUT AND WASHER AT EACH END UNLESS OTHERWISE

NOTED.

3. ALL WELDED CONSTRUCTION SHALL BE IN ACCORDANCE WITH AWS D1.1

AND AISC.

4. WELDING SHALL BE PERFORMED ONLY BY OPERATORS QUALIFIED BY THE

AWS STANDARD QUALIFICATION PROCEDURE TO PERFORM THE

PARTICULAR TYPE OF WORK REQUIRED.

5. MEMBERS EXPOSED TO WEATHER IN FINISHED STRUCTURE SHALL BE

GALVANIZED AFTER FABRICATION. DO NOT WELD TO GALVANIZED

PORTION OF STEEL.

6. STEEL BELOW GRADE SHALL BE PROTECTED BY A MINIMUM OF 3" OF

CONCRETE OR 4" OF MASONRY.

7. GROUT UNDER BEARING PLATES SHALL BE OF NON-SHRINK, NON-

METALLIC COMPOSITION.

8. NO SPLICES IN STRUCTURAL FRAMING MEMBERS ARE PERMITTED EXCEPT

AS INDICATED OR APPROVED.

9. STRUCTURAL STEEL SHALL BE AS FOLLOWS:

9.1. W-SHAPES ASTM A992

9.2. PLATES, ANGLES, CHANNELS ASTM A36

9.3. HSS ASTM A1085, GRADE A

9.4. BOLTS, TENSION-CONTROL ASTM F3125, ASTM 1852-X

9.5. WELDING ELECTRODE E70XX

10. ALL EXPOSED STRUCTURAL STEEL SHALL BE PRIMED AND PAINTED.

11. SEE SPECIFICATION 05 12 00 FOR ADDITIONAL INFORMATION.

1. THE EXISTING MEZZANINE PANEL ROOF SHALL BE DEMOLISHED

AND REPLACED WITH A METAL DECK + GYPSUM FIBER BOARD

PANEL ASSEMBLY. REFER TO DEMO AND FRAMING PLANS.

2. THE BASIS OF DESIGN FOR THE METAL DECK SHALL BE A MINIMUM

2-SPAN CONDITION WITH THE FOLLOWING MINIMUM PROPERTIES.

1-1/2" DEPTH, 20 GA

In = 0.217 in4/ft. Ip = 0.197 in4/ft.

Sn = 0.229 in3/ft. Sp = 0.224 in3/ft. Fy = 50 ksi

FASTENERS AS SHOWN IN DETAIL BELOW.

3. THE BASIS OF DESIGN FOR THE GYPSUM FIBER BOARD PANEL

SURFACE OVER METAL DECK SHALL INCLUDE THE FOLLOWING:

LOAD RATING CAPACITY: 20 PSF MIN.

FLUTE SPANABILITY (ASTM E661): 10" MIN.

PANEL ATTACHMENTS: THROUGH PANEL AND METAL

DECK. SCREW TYPE AND

SPACING PER PANEL

MANUFACTURER

MAXIMUM PANEL WEIGHT: 3.5 PSF

PANEL THICKNESS: 5/8"

PANEL FIRE CHARACTERISTICS: TYPE X (ASTM C1278)

4. SUBMIT GYPSUM FIBER BOARD PRODUCT DATA AND INSTALLATION

SHOP DRAWINGS FOR REVIEW AND APPROVAL.

MEZZANINE ROOFING NOTES:

a a a a

3 3

2 1 2

2 2

3 32 a a

3e

3e

3r

3r

2e

2n

2n

2r

LOW ROOF

HIGH ROOF

B R E A

KR

O O M

TYP.

a TYP. a

TYP.

EFFECTIVE AREA (SF)

10 20 100

-103 -103 -135 -184 -64 -79

ROOF

1'

WALL

WIND

ZONES

PRESSURE

(PSF) (SEE

ADJACENT

DIAGRAMS)

-101 -101 -124 -164 -62 -74

-97 -97 -97 -117 -55 -62

EFFECTIVE AREA (SF)

10 20 100

-112 -112 -147 -200 -70 -86

ROOF

1'

WALL

WIND

ZONES

PRESSURE

(PSF) (SEE

ADJACENT

DIAGRAMS)

-110 -110 -134 -178 -68 -80

-106 -106 -106 -127 -60 -67

HIGH ROOF

LOW ROOF

EFFECTIVE AREA (SF)

10 20 100

-103 -150 -103 -150 -178 -150 -61 -75

ROOF

2n 2e 2r 3r 3e

WALL

WIND

ZONES

PRESSURE

(PSF) (SEE

ADJACENT

DIAGRAMS)

-103 -130 -103 -130 -153 -130 -58 -70

-32 -83 -32 -82 -94 -83 -52 -58

BREAKROOM ROOF

36/4 PATTERN W/

#12 SCREWS INTO

SUPPORT MEMBERS

SECTION VIEW

EDGE

SUPPORT

MEMBER

SUPPORT

MEMBER

BELOW

STEEL

DECK

SIDELAP

CONNECTION

W/ #10 SCREWS

@ 18" O.C.

SUPPORT

MEMBER

PLAN VIEW

NOTES:

1. DECK SHALL BE GALVANIZED AND CONTINUOUS

OVER 2 OR MORE SPANS.

2. DESIGN LOADS AS SPECIFIED ON THE STRUCTURAL

GENERAL NOTES SHEET S-001.

3. FIELD VERIFY ALL DIMENSIONS PRIOR TO

FABRICATION.

CEMS Project No.:

Project Manager:

Phone No.:Summerville, SC Wilmington, NC

15-154U D. Yensan

843.875.3637

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DRAWING SIZE: ARCH D (24"x36")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

A/E SEAL

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J

JT JOINT

K

KSI KIPS/SQUARE INCH

L

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG. LONGITUDINAL

M

MATL. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MTL METAL

MPH MILE PER HOUR

MIN. MINIMUM

MISC. MISCELLANEOUS

N

N.S. NEAR SIDE

N.I.C. NOT IN CONTRACT

NTS NOT TO SCALE

NO. (#) NUMBER

O

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

P

PL PLATE

LBS. POUNDS

PCF POUNDS/CUBIC FOOT

PSF POUNDS/SQUARE FOOT

PSI POUNDS/SQUARE INCH

PEMB PRE-ENGINEERED METAL

BUILDING

PT PRESSURE TREATED

PROJ. PROJECTION

R

RC REINFORCED CONCRETE

REINF. REINFORCEMENT

REQ'D REQUIRED

REV. REVISIONS / REVISED

S

SECT. SECTION

SIM. SIMILAR

S.O.G. SLAB ON GRADE

SL. SLOPE

SPEC. SPECIFICATION

SQ. SQUARE

S.S. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STRUC. STRUCTURAL

T

T&B TOP & BOTTOM

T.O. TOP OF

TRANS. TRANSVERSE

TYP. TYPICAL

U

U.N.O. UNLESS NOTED OTHERWISE

V

V.I.F. VERIFY IN FIELD

VERT. VERTICAL

W

WWR WELDED WIRE

REINFORCEMENT

W/ WITH

W/O WITHOUT

WP WORKING POINT

A

A.F.F. ABOVE FINISHED FLOOR

A.B. ANCHOR BOLT

& AND

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

@ AT

B

BLKG. BLOCKING

BTM. BOTTOM

B.O. BOTTOM OF

BRDG. BRIDGING

BLDG. BUILDING

C

CLG. CEILING

CL. CENTERLINE

CLR. CLEAR

COL. COLUMN

CONC. CONCRETE

CMU CONCRETE MASONRY UNIT

CONN. CONNECTION

CONT. CONTINUOUS

C.J. CONTROL JOINT

COORD. COORDINATE

D

DEMO. DEMOLITION OR DEMOLISH

DET. DETAIL

Ø DIAMETER

DIM. DIMENSION

E

EA. EACH

E.W. EACH WAY

ELEC. ELECTRICAL OR ELECTRIC

EL. ELEVATION

EQ. EQUAL

EQUIP. EQUIPMENT

EX. EXISTING

E.J. (EXP. JT.) EXPANSION JOINT

EXP. EXPANSION/EXPOSED

EXT. EXTERIOR

F

F.S. FAR SIDE

FT. FEET

FRP FIBER REINFORCED POLYMER

FIN. FINISH

F.F. FINISHED FLOOR

FLR. FLOOR

FTG. FOOTING

G

GA. GAGE OR GAUGE

GALV. GALVANIZED

Gr. GRADE

H

HORIZ. HORIZONTAL

I

IN. INCH

I.D. INSIDE DIAMETER

INT. INTERIOR

SCALE: NOT TO SCALE2

WIND ZONE PLAN

SCALE: NOT TO SCALE3

WALL WIND ZONES

SCALE: NOT TO SCALE4

WIND PRESSURE TABLES

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SCALE: 3/4" = 1'-0"1

DECK FASTENING

STRUCTURAL ABBREVIATIONS:

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25'-0"

NOTE: NEIGHBORING BREAKROOM REGION

IN AREA D NOT SHOWN FOR CLARITY.

5 6

D

E

F

G

2'-8" 6'-2"

S18

S16S16

S-501

S-501

S19

S19

OUTLINE OF MECHANICAL

UNIT ABOVE CRIBBING

S20

S20

S20

EXISTING STEEL COLUMN, TYP.

EXISTING STEEL FRAMING, TYP.

EXISTING CONCRETE SLAB

AT OFFICE FLOOR

S19

S19

S19

S19

S-501

S-501

S-501

S-501

S-501

S21

S22

EXISTING CMU WALL

BELOW, TYP.

EXISTING FRAMING

EXISTING CONCRETE SLAB

NEW METAL DECK AND FLOORING

NEW FRAMING

ITEM TO BE DEMOLISHED

EXISTING CMU WALL

1. ALL EXISTING CONDITIONS AND

STRUCTURAL MEMBERS ARE SHOWN

PER ORIGINAL DESIGN DOCUMENTS

AND NON-DESTRUCTIVE SITE

INVESTIGATIONS. GENERAL

CONTRACTOR SHALL VERIFY ALL

DIMENSIONS AND CONDITIONS PRIOR

TO DEMOLITION & CONSTRUCTION.

2. CONTRACTOR SHALL COORDINATE ALL

REQUIRED DUCT OPENINGS IN THE

NEW METAL DECK. REFER TO OPENING

SUPPORT DETAIL ON S-501.

5 6

D

E

F

G

25'-0"

NOTE: NEIGHBORING BREAKROOM REGION

IN AREA D NOT SHOWN FOR CLARITY.

S-501

TYP.

DS1

EXISTING CONCRETE SLAB TO

REMAIN (TYP. OF OFFICE FLOOR)

EXISTING CMU WALL TO REMAIN

ALL EXISTING STEEL

FRAMING TO REMAIN U.N.O

EXISTING STEEL COLUMN

TO REMAIN, TYP.

EXISTING STEEL

STAIR TO REMAIN

EXISTING STEEL

STAIR TO REMAIN

EXISTING HANDRAIL TO

REMAIN, TYP.

EXISTING CMU

WALL BELOW TO

REMAIN, TYP.

EXISTING CMU WALL

BELOW TO REMAIN, TYP.

GRAPHIC SCALE

0 2' 4' 8'12"

SCALE: 1/4"=1'-0"

CEMS Project No.:

Project Manager:

Phone No.:Summerville, SC Wilmington, NC

15-154U D. Yensan

843.875.3637

LEGEND

KEYNOTES

GENERAL NOTES

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DRAWING SIZE: ARCH D (24"x36")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

A/E SEAL

D K

F X

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KEY PLAN

SCALE: 1/4" = 1'-0"2

ENLARGED MEZZANINE LEVEL FRAMING PLAN - AREA D

DS1 DEMOLISH EXISTING ROOF PANELS.

S16 W6x12 CRIBBING BEAMS, TYP.

S18 NEW 1-1/2" DEEP 20 GA METAL DECK AND

GYPSUM FIBER BOARD PANEL SURFACE.

S19 DUCT OPENING THROUGH METAL DECK

AND FLOORING PER MECH.

S20 ANGLE FRAMING TO TRIM OUT DECK

PENETRATION. REFER TO DETAIL 4/S-501.

S21 NEW ANGLE CLIP ANCHORED INTO

EXISTING CMU WALL. SEE DETAIL

8/S-501.

S22 NEW METAL STUD ATTACHED TO

EXISTING COLUMN FLANGES. SEE DETAIL

9/S-501.

SCALE: 1/4" = 1'-0"1

ENLARGED MEZZANINE LEVEL DEMOLITION PLAN - AREA D

D R

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MECHANICAL EQUIP.,

SEE MECH. DWGS.

EQUIP. ATTACHMENT

TO CRIBBING BY

MANUFACTURER

EXISTING STEEL BEAM, TYP.

EXISTING PERIMETER CMU WALL WHERE OCCURS.

NEW METAL DECK AND GYPSUM FIBER BOARD PANEL.

FIRE CAULK AT ALL PANEL-STEEL INTERFACES, TYP.

NEW WIDE-FLANGE STEEL

CRIBBING BEAMS TO SUPPORT

MECHANICAL EQUIP., TYP.

3/16

TYP.

CRIBBING

TO

EXISTING

L3x3x1/4 x 4"-LONG CONNECTION TAB

WITH (2) 1/2"Ø BOLTS PER LEG, TYP.

4" TYP.

L2x2x1/4 DECK SUPPORT ANGLE

WELDED TO CRIBBING BEAM FLANGE

3/16 3@12

TYP

EXISTING CMU WALL IN

LINE WITH EXISTING

STEEL TO REMAIN

EXISTING STEEL

BEAM TO REMAIN, TYP.

DEMOLISH EXISTING

ROOF PANELS

EXISTING HANDRAIL

CONNECTED TO STEEL BEAMS.

HANDRAIL TO REMAIN, TYP.

EXISTING CMU WALL IN

LINE WITH EXISTING STEEL

EXISTING STEEL BEAM, TYP.

NEW METAL DECK

AND GYPSUM FIBER BOARD

PANEL FLOORING ASSEMBLY

EXISTING HANDRAIL

CONNECTED TO STEEL BEAMS.

HANDRAIL TO REMAIN, TYP.

FASTENER PATTERN PER

FLOORING ASSEMBLY

MANUFACTURER. SEE S-001.

FASTENER PATTERN PER S-001

L2x2x1/4 END CLOSURE, TYP.

TYP.

2" MIN.

FIRE CAULK

3/16 3@24

TYP.

L3x3x1/4 TAB

WELDED TO WEB OF

EXISTING BEAM, TYP.

L3x3x1/4

L3x3x1/4

L x3 x

/4

L x3 x

/4

OPENING

WELD L3x3x1/4 TO L3x3 TAB.

COPE ENDS AS NEEDED.

NOTES:

1. ALL STEEL TO STEEL CONNECTIONS SHALL BE WELDED.

2. PROVIDE ANGLE FRAMING FOR PENETRATIONS LARGER

THAN 10" IN DIAMETER OR ALONG LONGEST DIMENSION

OR AS NOTED ON FRAMING PLANS.

METAL DECK SPAN DIRECTION

3/16

3/16 2"

WELD AT 2

SIDES

EXISTING STEEL BEAM, TYP.

SECTION A-A

A A

3/16

TYP

NEW METAL DECK

AND GYPSUM FIBER BOARD

PANEL FLOORING ASSEMBLY

EXISTING STEEL BEAM, TYP. 1-1/2x1-1/2 20 GA ANGLE CLIP WITH #10

SCREWS @ 18" O.C., TYP. WHERE GYPSUM

FIBER BOARD MEETS STEEL CRIBBING BEAMS

NEW WIDE-FLANGE

STEEL CRIBBING

BEAM, TYP.

FIRE CAULK, TYP.

MECHANICAL EQUIP.,

SEE MECH. DWGS.

EQUIP. ATTACHMENT

TO CRIBBING BY

MANUFACTURER

EXISTING CMU WALL IN

LINE WITH EXISTING STEEL

EXISTING STEEL BEAM, TYP.

NEW METAL DECK

AND GYPSUM FIBER BOARD

PANEL FLOORING ASSEMBLY

EXISTING HANDRAIL

CONNECTED TO STEEL BEAMS.

HANDRAIL TO REMAIN, TYP.

FASTENER PATTERN PER

FLOORING ASSEMBLY

MANUFACTURER. SEE S-001.

FASTENER PATTERN PER S-001

L2x2x1/4 END CLOSURE WITH 1x1 20 GA

ANGLE CLIP WITH #10 SCREWS @ 18" O.C.

FIRE CAULK

3/16 3@24

TYP.

EXISTING CMU WALL, TYP.

EXISTING CONCRETE SLAB, TYP.

EXISTING STEEL BEAM, TYP.

NEW METAL DECK

AND GYPSUM FIBER BOARD

PANEL FLOORING ASSEMBLY

FASTENER PATTERN PER

FLOORING ASSEMBLY

MANUFACTURER. SEE S-001.

1-1/2x1-1/2 20 GA ANGLE DECK

CLIP WITH #10 SCREWS @ 18"

O.C. THROUGH METAL DECK

1x1 20 GA WITH 3/16"Ø x 1-1/4" CONCRETE

SCREWS @ 18" O.C. THROUGH DECK CLIP

AND INTO EXISTING CONCRETE SLAB

FIRE CAULK AT PANEL EDGE, TYP.

M

IN

EXISTING STEEL BEAM, TYP.

EXISTING EXTERIOR

WALL ASSEMBLY, TYP.

FIRE CAULK, TYP.

EXISTING CMU WALL

L2x2x1/4 END

CLOSURE, TYP.

NEW METAL DECK

AND GYPSUM FIBER BOARD

PANEL FLOORING ASSEMBLY

CONTINUOUS 2x2 20 GA. ANGLE CLIP WITH 3/16"Ø x 1 1/4"

CONCRETE SCREWS @ 18" O.C.

2'-2" VERIFY IN FIELD

FASTENER PATTERN PER S-001, TYP.

EXISTING STEEL BEAM, TYP.

EXISTING EXTERIOR

WALL ASSEMBLY, TYP.

FIRE CAULK, TYP.

L2x2x1/4 END

CLOSURE, TYP.

NEW METAL DECK AND

GYPSUM FIBER BOARD

PANEL FLOORING ASSEMBLY

800S162-97 STUD ATTACHED TO INSIDE

FACE OF COLUMN FLANGES. PROVIDE

(4) #10 SCREWS AT EACH END.

EXISTING STEEL

COLUMN, TYP.

2'-2" VERIFY IN FIELD

GRAPHIC SCALE

SCALE: 1 1/2"=1'-0"

1'12" 6"

SCALE: 3/4"=1'-0"

1'12" 2'

CEMS Project No.:

Project Manager:

Phone No.:Summerville, SC Wilmington, NC

15-154U D. Yensan

843.875.3637

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DRAWING SIZE: ARCH D (24"x36")

PROJECT NO.

RECORD DRAWING DATE

SHEET

IF SHEET IS LESS THAN 24"x36" (ARCH D) IT IS A REDUCED PRINT, SCALE ACCORDINGLY.

OF

A/E SEAL

D K

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SCALE: 3/4" = 1'-0"

S-401

TYPICAL CRIBBING SECTION

SCALE: 1 1/2" = 1'-0"

S-401

TYPICAL MEZZANINE ROOF DEMO SECTION

SCALE: 1 1/2" = 1'-0"

S-401

MEZZANINE ROOF DECK SECTION - PLAN EAST

SCALE: 3/4" = 1'-0"4

NEW PENETRATION FRAMING DETAIL

D R

A W

IN

G

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V

IS

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D

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C R

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T

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SCALE: 3/4" = 1'-0"

S-401

TYP. DETAIL AT CRIBBING BEAMS

SCALE: 1 1/2" = 1'-0"

S-401

MEZZANINE ROOF DECK SECTION - PLAN SOUTH

SCALE: 1 1/2" = 1'-0"

S-401

MEZZANINE ROOF DECK SECTION - PLAN NORTH

SCALE: 1 1/2" = 1'-0"

S-401

MEZZANINE ROOF DECK SECTION - PLAN NORTHWEST

SCALE: 1 1/2" = 1'-0"

S-401

MEZZANINE ROOF DECK SECTION - PLAN SOUTHWEST

No. 29581

S

O

UT

H CAROL IN

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R A D L E Y W. M I N

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L I C E N S E D

P

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FESS I ONA L

E N G I N E E R

14-M

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GENERAL NOTES:

1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF

WORK. THE DRAWINGS ARE NOT INTENDED TO

INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE

FULL PERFORMANCE AND COMPLETION OF THE

REQUIREMENTS OF THE CONTRACT DOCUMENTS.

2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN

ONE PORTION OF THE CONTRACT DOCUMENTS SHALL

NOT BE CONSTRUED TO EXCLUDE OTHER ITEMS

NECESSARY OR IMPLIED THEREFROM.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE

COORDINATION OF ALL PARTS OF THE WORK SO THAT

NO WORK SHALL BE LEFT IN AN UNFINISHED OR

INCOMPLETE CONDITION.

4. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY

AND MANUFACTURER'S PUBLISHED STANDARDS FOR

QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL

AS, ALL REQUIREMENTS IN THESE DRAWINGS AND

SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS

OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT

TO THE CONTRACTING OFFICER'S ATTENTION PRIOR TO

PROCEEDING WITH THE WORK.

5. THE CONTRACTOR SHALL PROTECT ANY EXISTING, IN-

PLACE, AND NEW WORK.

6. ALL WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF

THE CONSTRUCTION SCOPE OF WORK AGREEMENT.

7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE

THE REMOVAL AND LEGAL DISPOSAL OF MATERIALS

AND RUBBISH.

8. ONCE ON SITE, THE CONTRACTOR SHALL VERIFY ALL

DIMENSIONS AND SHALL VERIFY ALL NEW AND

EXISTING CONDITIONS, SHOWN ON THESE DRAWINGS.

THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER IN WRITING OF ANY DIFFERING CONDITIONS

BEFORE COMMENCEMENT OF WORK.

9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN,

LARGE SCALE DETAILS GOVERN OVER SMALL SCALE

DETAILS. THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER IN WRITING OF ANY DIFFERING

CONDITIONS BEFORE COMMENCEMENT OF WORK.

10. UNLESS NOTED OTHERWISE, ALL GYPSUM BOARD

SURFACES ARE TO RECEIVE ONE PRIMER COAT AND

TWO COATS OF PAINT.

11. DIMENSIONS NOTED AS 'HOLD' SHALL NOT VARY BY

MORE THAN 1/8" FROM SIDE TO SIDE OR FROM FRONT

TO BACK, FINISHED SURFACE TO FINISHED SURFACE.

12. NFPA 241, STANDARD FOR SAFEGUARDING

CONSTRUCTION, AND ALTERATION OPERATIONS SHALL

BE APPLIED.

13. WALL AND/OR CEILING ASSEMBLIES THAT ARE

IDENTIFIED WITH A FIRE RESISTIVE RATING SHALL BE

CONSTRUCTED AS DETAILED HEREIN.

14. DIMENSIONS SHOWN ARE TO FACE OF STUD OR CMU

(U.N.O.).

15. PROVIDE…