Drawings_Volume_4_-_IFC_Reception_Phase_I.pdf

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US Army Corps of Engineers ® Charleston District

205 N. MICHIGAN AVE

SUITE 3800

CHICAGO, IL 60601

www.expfederal.com proj. no:CHI-00234167-A0

CHARLESTON, SOUTH CAROLINA

INTERIM DINING FACILITY(DFAC)

VOLUME 4 - INTERIM DFAC

CONTRACT NO:

SOLICITATION NO:

ISSUE DATE:

VOLUME 4 - INTERIM DFAC

8 MAY 2019

M

A Y

ISSUED FOR CONSTRUCTION

5/8/2019

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MATERIAL INDICATIONS

SECTION/DETAIL

SYMBOL WHERE SECTION IS TAKEN

TITLE WHERE SECTION IS DRAWN

ELEVATION SYMBOL

SECTION OR DETAIL

IDENTIFICATION NUMBER

PLATE NUMBER ON

WHICH SECTION OR

DETAIL IS DRAWN

VIEW

SECTION

ELEVATION

IDENTIFICATION NUMBER

SHEET NUMBER WHERE

ELEVATION IS DRAWN

CONCRETE MASONRY UNITS (C.M.U., LARGE

SCALE - SECTION)

CONCRETE MASONRY UNITS OR HOLLOW

TILE (SMALL SCALE - SECTION)

VIEW

SECTION

EARTH (ORIGINAL GRADE)

EARTH (COMPACTED FILL)

GRAVEL

CONCRETE

MORTAR - CEMENT - PLASTER - STUCCO

METAL (ELEVATION)

STEEL (CROSS SECTION)

INSULATION (RIGID)

INSULATION (LOOSE OR BATT)

BRICK

WOOD (FINISH)

WOOD (BLOCKING)

CONCRETE MASONRY UNITS (C.M.U.,

SMALL\ SCALE - PLAN)

SECTION SYMBOLS

GENERAL

A.C.

A.D.

A.H.U.

ALT.

ALUM.

AMP., A.

A.O.

APPROX.

ARCH.

A.T.

A.T.C.

BALANCE

BOARD

BUILDING

BLANK

BEAM

BOTTOM

BEARING

BRITISH THERMO

UNIT/HOUR

CABINET

CAPACITY

CIRCUIT BREAKER

A-100

A-100

A-100

A-100

AIR CONDITIONED

AREA DRAIN

AIR HANDLING UNIT

ALTERNATE

ALUMINUM

AMPERES

ACCESS OPENING

APPROXIMATELY

ARCHITECTURAL

ASPHALT TILE

ACOUSTIC TILE CEILING

CIRCUIT

CENTER LINE

CEILING

CLOSET

CONCRETE MASONRY

UNIT

CLEAN OUT

COLUMN

CONCRETE

CONDENSATE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTION JOINT

COLOR SYMBOL CODE

CERAMIC TILE

CERAMIC TILE BASE

CENTER TO CENTER

DETAIL

DIAMETER

DIFFUSER

DIMENSION

DISCONNECT

DUMMY JOINT

DOWN

DRAIN

DOWN SPOUT

DRAWING(S)

EACH

ELECTRIC

EQUIPMENT

ELECTRIC WATER COOLER

EXHAUST

EXPANSION JOINT

EXTERIOR

EXISTING

FIRE ALARM

FLEXIBLE CONNECTION

FLOOR DRAIN

FIRE EXTINGUISHER CABINET

FINISH

FLOOR

FOOT, FEET

FOOTING

B

BAL.

BD.

BLDG.

BLK.

BM.

BOT.

BRG.

B.T.U.H.

C

CAB.

CAP.

C/B C.D.

CEM.

CER.

C.F.M.

CEILING DIFFUSER

CEMENT

CERAMIC

CUBIC FEET/MINUTE

CKT.

C

CEIL.

CL.

C.M.U.

C.O.

COL.

CONC.

COND.

CONN.

CONST.

CONT.

CONTR.JT.

C.S.C.

C.T.

C.T.B.

C.TO C.

D

DET.

DIA.

DIFF.

DIM.

DISC.

D.J.

DN.

DR.

D.S.

DWG.(S)

EA.

ELEC.

EQUIP.

E.W.C.

EXH.

EXP. JT.

EXT.

EXIST.

F F.A.

F.C.

F.D.

F.E.C.

FIN.

FL.

FT.

FTG.

G

GA.

GAL.

GALV.

G.F.E.

GAGE

GALLON

GALVANIZED

GOVERNMENT FURNISHED

EQUIPMENT

GL.

GND.

GOV'T

G.P.H.

G.P.M.

GLASS

GROUND

GOVERNMENT

GALLONS/HOUR

GALLONS/MINUTE

GR.

G.W.B.

GRILLE

GYPSUM WALL BOARD

H

H.

H.B.

H.C.

HT.

H.M.

H.P.

HR.

HTG.

HTR.

H.&V.

HW.

HYD.

HIGH

HOSE BIBB

HOLLOW CORE

HEIGHT

HOLLOW METAL

HORSE POWER

HOUR

HEATING

HEATER

HEATING AND VENTILATING

HARDWARE

HYDRANT

I I.D.

I.E.

IN.

INCAND.

INSUL.

INT.

INSIDE DIAMETER

INVERT ELEVATION

INCHES

INCANDESCENT

INSULATION

INTERIOR

J

J.B.

JCT.

JT.

JUNCTION BOX

JUNCTION

JOINT

K

KVA KILOVOLT AMPERE

L

LB.,#

LG.

L.P.

LTG.

POUND

LONG

LIGHTING PANEL

LIGHTING

M

M.

MAINT.

MAX.

M.D.P.

MECH.

MTL.

MIN.

MISC.

M.O.

M.T.

MTD.

MTG.

M.V.

M.G.T.

MOTOR

MAINTENANCE

MAXIMUM

MAIN DISTRIBUTION PANEL

MECHANICAL

METAL

MINIMUM

MISCELLANEOUS

MASONRY OPENING

METAL THRESHOLD

MOUNTED

MOUNTING

MECHANICAL VENTILATION

MATT GLAZE TILE

N N.A.

N.I.C.

NO.

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

O

O.A.

OL

OPNG.

OUTDOOR AIR

OVERLOAD

OPENING

OPP.

O.S.D.

OPPOSITE

OPEN SIGHT DRAIN

P

P.

PART.

PER.

P

PLBG.

PLYW'D

PNL.

PRESS.

PSF

PSI

PSIG

PT.

PTD.

PAPER

PARTITION

PERIMETER

PLATE

PLUMBING

PLYWOOD

PANEL

PRESSURE

POUNDS/SQUARE FOOT

POUNDS/SQUARE INCH

POUNDS/SQUARE INCH

GAGE POINT

PAINTED

Q

QTR.

QUAN.

QUARTER

QUANTITY

R

R.

R.A.

RAD.

RD.

REG.

REINF.

REQ.

RET.

RISER

RETURN AIR

RADIUS

ROUND

REGISTER

REINFORCING

REQUIRED

RETURN

RET.

RF

R.G.

RM.

R.P.M.

RETURN

RADIO SHIELDING

RETURN GRILLE

ROOM

REVOLUTION PER

MINUTE

S

S.

S.A.

SCH.

SECT.

SERV.

SHT.

S.J.

SPEC.

SQ. FT.

ST.

STOR.

STRUC.

SUSP.

SW.

SUPPLY

SUPPLY AIR

SCHEDULE

SECTION

SERVICE

SHEET

SLIP JOINT

SPECIFICATIONS

SQUARE FEET

STEEL

STORAGE

STRUCTURAL

SUSPENDED

SWITCH

T

T.

TEL

TEMP

THK.

THD.

TOIL

TYP.

TOILET

TELEPHONE

TEMPERATURE

THICKNESS

THRESHOLD

TOILET

TYPICAL

V

V.

V.A.T.

VENT.

VERT.

VIF

VTR

VOLT

VINYL ASBESTOS

TILE

VENTILATION

VERTICAL

VERIFY IN FIELD

VENT THRU ROOF

W W.

W/

WC

WD.

W.D.

WF

W.G.

WP.

WTR.

W.W.F.

WATT

WITH

WAINSCOATING

WOOD

WINDOW DIMENSION

WIDE FLANGE

WATER GAGE

WEATHERPROOF

WATER

WELDED WIRE

FABRIC

STANDARD ABBREVIATIONSDRAWING INDEX

FENCE

GUARD RAIL

DRAWING INDEX

SHEET ID. FILE NAME TITLE

G-001 JACKSON-TDFAC_G-001.DWG GENERAL - COVER SHEET

G-002 JACKSON-TDFAC_G-002.DWG GENERAL - SHEET INDEX, SYMBOLS, & ABBREVIATIONS

G-003 JACKSON-TDFAC_G-003.DWG GENERAL - NOTES

S-001 JACKSON-TDFAC_S-001.DWG STRUCTURAL - GENERAL NOTES

A-100 JACKSON-TDFAC_A-100.DWG ARCHITECTURAL - SITE PLAN

A-101 JACKSON-TDFAC_A-101.DWG ARCHITECTURAL - FIRST FLOOR PLAN

A-102 JACKSON-TDFAC_A-102.DWG ARCHITECTURAL - REFLECTED CEILING PLAN

A-201 JACKSON-TDFAC_A-201.DWG ARCHITECTURAL - ELEVATIONS

A-301 JACKSON-TDFAC_A-301.DWG ARCHITECTURAL - BUILDING SECTIONS

IF101 JACKSON-TDFAC_IF101.DWG INTERIOR DESIGN - FURNITURE PLAN

FA001 JACKSON-TDFAC_FA001.DWG FIRE PROTECTION - FIRE ALARM GENERAL NOTES, I/O MATRIX, AND DETAILS

FA100 JACKSON-TDFAC_FA100.DWG FIRE PROTECTION - OVERALL FIRE ALARM PLAN

FA101 JACKSON-TDFAC_FA101.DWG FIRE PROTECTION - FIRE ALARM PLAN - AREA 1

FA102 JACKSON-TDFAC_FA102.DWG FIRE PROTECTION - FIRE ALARM PLAN - AREA 2

FA103 JACKSON-TDFAC_FA103.DWG FIRE PROTECTION - FIRE ALARM PLAN - AREA 3

FA104 JACKSON-TDFAC_FA104.DWG FIRE PROTECTION - FIRE ALARM PLAN - AREA 4

FX001 JACKSON-TDFAC_FX001.DWG FIRE PROTECTION - FIRE SPRINKLER GENERAL NOTES AND DETAILS

FX100 JACKSON-TDFAC_FX100.DWG FIRE PROTECTION - OVERALL FIRE SPRINKLER PLAN

GI001 JACKSON-TDFAC_GI001.DWG LIFE SAFETY - CODE ANALYSIS

GI101 JACKSON-TDFAC_GI101.DWG LIFE SAFETY - LIFE SAFETY PLAN

P-101 JACKSON-TDFAC_P-101.DWG PLUMBING - FIRST UNDER FLOOR PLAN

P-102 JACKSON-TDFAC_P-102.DWG PLUMBING - FLOOR PLAN

M-001 JACKSON-TDFAC_M-001.DWG MECHANICAL - SYMBOLS & ABBREVIATIONS

T-001 JACKSON-TDFAC_T-001.DWG TELECOM - LEGEND

T-101 JACKSON-TDFAC_T-101.DWG TELECOM - FIRST FLOOR PLAN - AREA A

T-102 JACKSON-TDFAC_T-102.DWG TELECOM - FIRST FLOOR PLAN - AREA B

T-103 JACKSON-TDFAC_T-103.DWG TELECOM - FIRST FLOOR PLAN - AREA C

T-104 JACKSON-TDFAC_T-104.DWG TELECOM - FIRST FLOOR PLAN - AREA D

T-401 JACKSON-TDFAC_T-401.DWG TELECOM - ENLARGED FLOOR PLAN OFFICE 31 - EQUIPMENT LAYOUT

T-501 JACKSON-TDFAC_T-501.DWG TELECOM - DETAILS

T-601 JACKSON-TDFAC_T-601.DWG TELECOM - RISERS

E-001 JACKSON-TDFAC_E-001.DWG ELECTRICAL - SYMBOLS AND ABBREVIATIONS

S-101 JACKSON-TDFAC_S-001.DWG STRUCTURAL - FOUNDATION PLAN

E-002 JACKSON-TDFAC_E-002.DWG ELECTRICAL - GENERAL NOTES AND REFERENCES

EP120 JACKSON-TDFAC_EP120.DWG ELECTRICAL - OVERALL FIRST FLOOR POWER PLAN

EP121 JACKSON-TDFAC_EP121.DWG ELECTRICAL - FIRST FLOOR POWER PLAN AREA 1

EP122 JACKSON-TDFAC_EP122.DWG ELECTRICAL - FIRST FLOOR POWER PLAN AREA 2

EP123 JACKSON-TDFAC_EP123.DWG ELECTRICAL - FIRST FLOOR POWER PLAN AREA 3

EP124 JACKSON-TDFAC_EP124.DWG ELECTRICAL - FIRST FLOOR POWER PLAN AREA 4

EP125 JACKSON-TDFAC_EP125.DWG ELECTRICAL - FIRST FLOOR POWER PLAN AREA 5

EP126 JACKSON-TDFAC_EP126.DWG ELECTRICAL - FIRST FLOOR POWER PLAN AREA 6

E-601 JACKSON-TDFAC_E-601.DWG ELECTRICAL - SINGLE LINE DIAGRAM

E-701 JACKSON-TDFAC_E-701.DWG ELECTRICAL - PANELBOARD SCHEDULES

E-702 JACKSON-TDFAC_E-702.DWG ELECTRICAL - EQUIPMENT CONNECTION SCHEDULE

EL120 JACKSON-TDFAC_EL120.DWG ELECTRICAL - OVERALL FIRST FLOOR LIGHTING PLAN

M-101 JACKSON-TDFAC_M-101.DWG MECHANICAL - FIRST FLOOR PLAN

P-001 JACKSON-TDFAC_P-001.DWG PLUMBING - SYMBOLS & ABBREVIATIONS

QF002 JACKSON-TDFAC_QF002.DWG FOOD SERVICE - EQUIPMENT OVERALL PLAN

QF121 JACKSON-TDFAC_QF121.DWG FOOD SERVICE - EQUIPMENT PLAN

QF122 JACKSON-TDFAC_QF122.DWG FOOD SERVICE - EQUIPMENT PLAN

QF123 JACKSON-TDFAC_QF123.DWG FOOD SERVICE - EQUIPMENT PLAN

QF124 JACKSON-TDFAC_QF124.DWG FOOD SERVICE - EQUIPMENT PLAN

QF125 JACKSON-TDFAC_QF125.DWG FOOD SERVICE - EQUIPMENT PLAN

QF126 JACKSON-TDFAC_QF126.DWG FOOD SERVICE - EQUIPMENT PLAN

QF620 JACKSON-TDFAC_QF620.DWG FOOD SERVICE - EQUIPMENTSCHEDULE

S-002 JACKSON-TDFAC_S-002.DWG STRUCTURAL - GENERAL NOTES

M

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ISSUED FOR CONSTRUCTION

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US Army Corps of Engineers

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GENERAL NOTES:

CONDUCT: WHILE IN OR ABOUT THE BUILDING, ALL TRADESPERSONS SHALL PERFORM IN A DIGNIFIED, QUIET, COURTEOUS AND PROFESSIONAL MANNER AT ALL TIMES. TRADESPERSONS SHALL WEAR CLOTHING

SUITABLE FOR THEIR WORK AND SHALL REMAIN FULLY ATTIRED AT ALL TIMES.

• THE GOVERNMENT RESERVES THE RIGHT TO REMOVE ANYONE WHO IS CAUSING A DISTURBANCE TO

ANY OCCUPANT OF THE BUILDING OR ANY OTHER PERSON USING OR SERVICING THE BUILDING; IS

INTERFERING WITH THE WORK OF OTHERS; OR IS ANY WAY DISPLAYING CONDUCT OR PERFORMANCE NOT

COMPATIBLE WITH THE GOVERNMENT’S STANDARDS.

• THE PLAYING OF RADIOS IN ANY SPACE IS STRICTLY FORBIDDEN. ANY TRADESPERSON FOUND

PLAYING A RADIO WILL BE ASKED TO TURN IT OFF OR REMOVE IT FROM THE PREMISES.

• SMOKING IS PROHIBITED IN ANY OF THE BUILDINGS.

NO TRADESPERSONS WILL BE PERMITTED TO ENTER ANY PRIVATE OR PUBLIC SPACE IN THE BUILDING, OTHER THAN THE WORK AREA OR COMMON AREAS OF THE BUILDING NECESSARY TO GIVE DIRECT ACCESS

TO THE PREMISES, WITHOUT THE PRIOR APPROVAL OF THE GOVERNMENT.

STORAGE AND PLACEMENT: ALL CONSTRUCTION MATERIALS SHALL BE STORED ONLY IN THE PREMISES OF

THE WORK AREA. NO STORAGE OF MATERIALS WILL BE PERMITTED IN ANY PUBLIC AREAS, LOADING DOCKS

OR CORRIDORS LEADING TO THE PREMISES.

NO FLAMMABLE, TOXIC, OR OTHERWISE HAZARDOUS MATERIALS MAY BE BROUGHT IN OR ABOUT THE

BUILDING UNLESS AUTHORIZED BY THE GOVERNMENT, AND ALL APPLICABLE LAWS, ORDINANCES, RULES

AND REGULATIONS ARE COMPLIED WITH. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN BY THE

CONTRACTOR HANDLING SUCH MATERIALS AGAINST DAMAGE OR INJURY CAUSED BY SUCH MATERIALS.

SALVAGE AND WASTE REMOVAL: ALL RUBBISH, WASTE AND DEBRIS SHALL BE NEATLY AND CLEANLY

REMOVED FROM THE BUILDING BY THE CONTRACTOR DAILY UNLESS OTHERWISE APPROVED BY THE

GOVERNMENT. FOR ANY DEMOLITION AND DEBRIS REMOVAL, EACH CONTRACTOR MUST MAKE

ARRANGEMENTS WITH THE GOVERNMENT FOR THE SCHEDULING AND LOCATION OF AN ADDITIONAL

DUMPSTER.

VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AND NOTIFY THE GOVERNMENT OF

ANY OMISSIONS, DISCREPANCIES AND/OR CONFLICTS PRIOR TO BEGINNING ANY CONSTRUCTION. INCLUDE

ALL WORK INDICATED ON THE DRAWINGS AND ALL WORK IMPLIED BY THE EXISTING CONDITIONS TO FULLY

COMPLETE THIS PROJECT. NOTIFY GOVERNMENT BEFORE COMMENCING ANY WORK CONSIDERED AS

OUT-OF-SCOPE.

• FIELD CHECK EXISTING CONDITIONS AND DIMENSIONS.

DIMENSIONS: PARTITIONS SHALL BE DIMENSIONED FROM FINISH TO FINISH, UNLESS OTHERWISE NOTED.

CLEAR DIMENSIONS: ALL DIMENSIONS NOTED AS "CLEAR" ARE TO BE MEASURED FROM FACE OF FINISH

MATERIALS OR TO THE EDGE OF THE FARTHEST PROTRUSION INTO A SPACE.

EXISTING SURFACES: PROTECT EXISTING SURFACES FROM ANY DAMAGE ALL EXISTING SURFACES AND

FINISHES ON JOB SITE AND ADJOINING AREAS TO REMAIN.

UNINTERRUPTED OPERATIONS: PROVIDE DUST PROTECTION, CLEAN UP AND RUBBISH REMOVAL TO ALLOW

FOR UNINTERRUPTED OPERATIONS. REMOVE ALL RUBBISH AND DEBRIS FROM THE PROJECT AT THE END

OF EACH WORKING DAY. ALL SOLVENTS AND FLAMMABLE PAINTS, ETC. ARE TO BE STORED IN NPPA

APPROVED FIRE CABINETS OR DISPENSING CONTAINERS. ALL SOLVENTS OR FLAMMABLE LIQUID DEBRIS, STAINED RAGS, ETC. ARE TO BE REMOVED FROM THE PROJECT SITE DAILY.

REPAIRS AND PATCHING: PROVIDE ALL REPAIRS AND PATCHING FLUSH TO EXISTING FINISHES.

REPLACE/REPAIR ALL DAMAGED AREAS TO MATCH THE EXISTING AT NO EXPENSE TO THE GOVERNMENT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REPAIR OF ANY DAMAGE TO ADJOINING

FINISHES CAUSED BY THE WORK.

ACCESS PANELS: PROVIDE ACCESS PANELS AT ALL VALVES, DAMPERS AND JUNCTION BOXES FOR

ELECTRICAL FIXTURES AND OTHER MECHANICAL AND PLUMBING EQUIPMENT REQUIRING ACCESS.

MATERIALS: ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE NEW UNLESS NOTED

OTHERWISE. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTIVE MATERIALS AND WORKMANSHIP FOR

THE SPECIFIED PERIOD, AFTER THE COMPLETION AND ACCEPTANCE BY THE GOVERNMENT. THE

CONTRACTOR SHALL REPAIR AND REPLACE AT HIS OWN EXPENSE, WHEN ORDERED TO DO SO, ALL WORK

THAT MAY DEVELOP DEFECTS IN MATERIAL OR WORKMANSHIP WITHIN THE SPECIFIED PERIOD OF TIME.

PUBLIC SAFETY: IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE COMPLETE AND SAFE

SEPARATION BETWEEN THE PUBLIC AND THE CONSTRUCTION, COORDINATE ALL ACCESS REQUIREMENTS

WITH THE GOVERNMENT.

PUNCH LIST: CONTRACTOR SHALL PROVIDE ACCESS AND THE MEANS AND EQUIPMENT OPERATOR FOR

LIFT TO REACH ALL PROJECT AREAS DURING THE DETERMINATION OF THE PUNCH LIST AND FOR THE

INSPECTION OF THE EXECUTION OF THE PUNCH LIST.

WEATHER PROTECTION: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE WEATHER

PROTECTION. NO PRECIPITATION AND/OR HIGH WINDS SHALL ENTER THE BUILDING AT THE PROJECT AREA.

PROVIDE HEAT TO PREVENT FREEZING OF THE WORK.

REINSTALLATION: EXISTING ITEMS TO BE REMOVED FOR REINSTALLATION ARE TO BE IDENTIFIED AND

ASSIGNED TO THE CONTRACTOR TO BE PROTECTED AND REFINISHED CORRECTING ANY DAMAGE TO THE

ITEM. ANY ITEMS NOTED TO BE SAVED OR SALVAGED BY THE GOVERNMENT SHALL BE IDENTIFIED AND

STORED IN A LOCATION ON SITE AS DIRECTED BY THE GOVERNMENT. REINSTALLATION IS TO BE

COMPLETED IN PLACE, INCLUDING CORRECTIONS OF AUXILIARY MATERIALS AND WORK REQUIRED FOR A

COMPLETE AND PROPERLY FUNCTIONING INSTALLATION.

CODE COMPLIANCES: ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, RULES, REGULATIONS, ORDERS AND OTHER LEGAL REQUIREMENTS OF PUBLIC AUTHORITIES WHICH BEAR ON

PERFORMANCE OF THE WORK.

CUTTING AND PATCHING PROPOSAL: APPROVAL OF PROCEDURES IS REQUIRED BEFORE PROCEEDING, SUBMIT A PROPOSAL DESCRIBING PROCEDURES IN ADVANCE OF THE TIME CUTTING AND PATCHING WILL BE

PERFORMED. INCLUDE THE FOLLOWING INFORMATION, AS APPLICABLE:

• DESCRIBE THE EXTENT OF CUTTING AND PATCHING REQUIRED AND HOW IT IS TO BE PERFORMED.

• DESCRIPTION SHALL INCLUDE CHANGES TO STRUCTURAL ELEMENTS AND OPERATING COMPONENTS

AND CHANGES IN THE BUILDING'S APPEARANCE AND OTHER VISUAL ELEMENTS.

• LIST PRODUCTS TO BE USED AND ENTITIES THAT WILL PERFORM WORK.

• INDICATE DATES WHEN CUTTING AND PATCHING IS TO BE PERFORMED.

• LIST UTILITIES THAT WILL BE DISTURBED, INCLUDING THOSE THAT WILL BE RELOCATED AND THOSE

THAT WILL BE TEMPORARILY OUT-OF-SERVICE.

• INDICATE HOW LONG SERVICE WILL BE DISRUPTED.

CUTTING: CUT EXISTING CONSTRUCTION USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS TO BE

RETAINED OR ADJOINING CONSTRUCTION. WHERE POSSIBLE, REVIEW PROCEDURES WITH THE ORIGINAL

INSTALLER; COMPLY WITH THE ORIGINAL INSTALLER'S RECOMMENDATIONS.

• WHERE CUTTING IS REQUIRED, USE HAND OR SMALL POWER TOOLS DESIGNED FOR SAWING OR

GRINDING, NOT HAMMERING AND CHOPPING. CUT OR DRILL HOLES AND SLOTS TO SIZE REQUIRED WITH

MINIMUM DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS WHEN NOT IN USE. TO

AVOID MARRING EXISTING FINISHED SURFACES, CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO

CONCEALED SURFACES.

• NO STRUCTURAL MEMBERS ARE TO BE CUT OR CORED WITHOUT PRIOR APPROVAL OF THE

GOVERNMENT.

PATCHING: PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS POSSIBLE. COMPLY WITH SPECIFIED

TOLERANCES.

• WHERE FEASIBLE, INSPECT AND TEST PATCHED AREAS TO DEMONSTRATE INTEGRITY OF THE

INSTALLATION.

• RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO RETAINED

ADJOINING CONSTRUCTION IN A MANNER THAT WILL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING.

CODE AND DRAWING CONFLICTS: WHERE WORK IS SHOWN IN THE CONTRACT DOCUMENTS IN EXCESS OF

THE ABOVE MINIMUM CODE REQUIREMENTS, THE WORK SHALL BE DONE IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT

DOCUMENTS WITH EACH OTHER AND SHALL REPORT TO THE GOVERNMENT OF ANY INCONSISTENCIES

DISCOVERED. THE CONTRACTOR SHALL BE LIABLE TO THE GOVERNMENT FOR PERFORMING ANY

CONSTRUCTION ACTIVITY KNOWINGLY IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION.

UNLESS INSTRUCTED BY THE GOVERNMENT, THE CONTRACTOR SHALL SELECT THE HIGHER LEVEL OF

MATERIAL, WORKMANSHIP, METHOD OF CONSTRUCTION AND MANUFACTURER IN AREAS OF CONFLICT.

MECHANICAL RUNS: ALL PIPING, DUCTS, CONDUIT, ETC. SHALL BE INSTALLED PARALLEL OR

PERPENDICULAR TO THE BUILDING CONSTRUCTION. CUT ACCURATELY TO FIT FROM DIMENSIONS

ESTABLISHED AT THE PROJECT SITE WITH ALLOWANCE MADE FOR THE CLEARANCE OF WINDOWS, DOORS, FIXTURES, AND OTHER OPENINGS.

PIPE SUPPORTS: ALL PIPES SHALL BE SUPPORTED FROM THE BUILDING IN A NEAT AND WORKMANLIKE

MANNER. WHEREVER POSSIBLE, PARALLEL RUNS OF HORIZONTAL PIPING SHALL BE GROUPED TOGETHER

ON ADJUSTABLE TRAPEZE HANGERS. SINGLE RUNS OF HORIZONTAL PIPING SHALL BE SUPPORTED WITH

CLEVIS-TYPE HANGERS. ON HORIZONTAL COLD PIPES THAT MAY PRODUCE CONDENSATION, THE HANGERS

SHALL BE ON THE OUTSIDE OF THE INSULATION. VERTICAL RISERS SHALL BE SUPPORTED AT EACH FLOOR

LINE WITH STEEL PIPE CLAMPS. ALL HANGERS SHALL BE IN CONTACT WITH A FERROUS METAL.

EQUIPMENT LOCATION: THE GOVERNMENT MAY CHANGE THE LOCATION OF ANY EQUIPMENT 5' AND ANY

PIPING, DUCTWORK, CONDUIT, ETC., 10' IN ANY DIRECTION WITHOUT EXTRA CHARGE, PROVIDED SUCH

CHANGES ARE MADE BEFORE INSTALLATION.

FIREPROOFING - GENERAL REQUIREMENTS OF WORK

FIRESTOPPING: FIRESTOPPING SHALL BE DESIGNED AND CONSTRUCTED TO CLOSE ALL CONCEALED

DRAFT OPENINGS TO FORM AN EFFECTIVE FIRE BARRIER AGAINST THE SPREAD OF FIRE AND SMOKE

BETWEEN ANY BUILDING OR MECHANICAL ASSEMBLE RATED OR NON-RATED AS REQUIRED BY AND

ACCEPTABLE TO ALL AUTHORITIES HAVING JURISDICTION.

FIRESTOPPING MATERIALS: ALL FIRESTOPPING MATERIALS SHALL CONSIST OF APPROVED

NON-COMBUSTIBLE MATERIALS SECURELY FASTENED IN PLACE ACCEPTABLE TO AUTHORITIES HAVING

JURISDICTION AND AS ESTABLISHED BY TESTING IDENTICAL ASSEMBLIES PER ASTM E 8L4 BY

UNDERWRITERS LABORATORY, INC. CONTRACTOR SHALL HAVE CHOICE OF ANY U.L. APPROVED SYSTEM

SUBJECT TO FINAL APPROVAL BY GOVERNMENT. ALL FIRESTOPPED PENETRATIONS ARE TO HAVE A UL

RATING EQUAL TO OR GREATER THAN THE ASSEMBLY WHICH IT PENETRATES.

SEALANTS - GENERAL REQUIREMENTS OF WORK

SEALANT: PROVIDE SEALANT TO FILL ALL GAPS AND UNEVEN ADJOINING MATERIALS. FILL ALL LINEAR AND

SPOT GAPS AT WALLS AND AT CEILINGS CHANNELS AND WALLS. SEALANT TO MATCH ADJOINING

SURFACES. PAINT TO CONCEAL SEALANT APPLICATION. SEE ASTM C920 FOR TYPE, USE AND GRADE

CLASSIFICATIONS AND DESCRIPTIONS. CONTRACTOR TO CHOOSE APPLICABLE SEALANT AND

MANUFACTURER ACCORDING TO SPECIFIED REQUIREMENTS FOR USE INTENDED.

SELECTIVE DEMOLITION

GENERAL: DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW

CONSTRUCTION AND AS INDICATED. USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN

LIMITATIONS OF GOVERNING REGULATIONS. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND

TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO

REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR

SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT

SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN.

SCHEDULE OF SELECTIVE DEMOLITION ACTIVITIES: INDICATE DETAILED SEQUENCE OF SELECTIVE

DEMOLITION AND REMOVAL WORK, WITH STARTING AND ENDING DATES FOR EACH ACTIVITY, INTERRUPTION

OF UTILITY SERVICES AND LOCATIONS OF TEMPORARY PARTITIONS AND MEANS OF EGRESS.

GOVERNMENT WILL OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TO SELECTIVE DEMOLITION

AREA. CONDUCT SELECTIVE DEMOLITION SO GOVERNMENT'S OPERATIONS WILL NOT BE DISRUPTED. IF

MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB;

IMMEDIATELY NOTIFY GOVERNMENT AND GOVERNMENT WILL REMOVE HAZARDOUS MATERIALS UNDER A

SEPARATE CONTRACT.

• STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON-SITE IS NOT PERMITTED.

• UTILITY SERVICE: MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT

THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS.

• MAINTAIN FIRE-PROTECTION FACILITIES IN SERVICE DURING SELECTIVE DEMOLITION OPERATIONS.

• VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED.

• SURVEY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO DETERMINE

EXTENT OF SELECTIVE DEMOLITION REQUIRED.

• WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT WITH

INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE THE NATURE AND

EXTENT OF CONFLICT. PROMPTLY SUBMIT A WRITTEN REPORT TO GOVERNMENT.

EXISTING SERVICES/SYSTEMS: MAINTAIN SERVICES/SYSTEMS INDICATED TO REMAIN AND PROTECT THEM

AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS.

SERVICE/SYSTEM REQUIREMENTS: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED

UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS SERVING AREAS TO BE SELECTIVELY

DEMOLISHED.

ARRANGE TO SHUT OFF INDICATED UTILITIES WITH UTILITY COMPANIES. IF SERVICES/SYSTEMS ARE

REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, BEFORE PROCEEDING WITH SELECTIVE

DEMOLITION PROVIDE TEMPORARY SERVICES/SYSTEMS THAT BYPASS AREA OF SELECTIVE DEMOLITION

AND THAT MAINTAIN CONTINUITY OF SERVICES/SYSTEMS TO OTHER PARTS OF BUILDING. CUT OFF PIPE OR

CONDUIT IN WALLS OR PARTITIONS TO BE REMOVED. CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION

OF PIPE OR CONDUIT AFTER BYPASSING.

SITE ACCESS AND TEMPORARY CONTROLS: CONDUCT SELECTIVE DEMOLITION AND DEBRIS-REMOVAL

OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND

OTHER ADJACENT OCCUPIED AND USED FACILITIES.

TEMPORARY SHORING: PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS

REQUIRED TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF

CONSTRUCTION AND FINISHES TO REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT

OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED.

CONSTRUCTION SECURITY

PRIOR TO START OF CONSTRUCTION CONTRACT, A CONSTRUCTION SECURITY PLAN, (CSP) SHALL BE

SUBMITTED AND APPROVED BY THE CONTRACTING OFFICER, (CO) AND SECURITY APPROVING OFFICER, (AO).

CONSTRUCTION PLANS AND ALL RELATED DOCUMENTS SHALL BE HANDLED AND PROTECTED IN

ACCORDANCE WITH THE CSP.

FOR SECURE AREA RENOVATION PROJECTS, BARRIERS SHALL BE INSTALLED TO SEGREGATE

CONSTRUCTION WORKERS FROM OPERATIONAL ACTIVITIES AND PROVIDE PROTECTION AGAINST

UNAUTHORIZED ACCESS AND VISUAL OBSERVATION. SPECIFIC GUIDANCE SHALL BE CONTAINED IN THE

CSP.

PERIODIC SECURITY INSPECTIONS SHALL BE CONDUCTED FOR THE DURATION OF THE PROJECT TO ENSURE

COMPLIANCE WITH CONSTRUCTION DESIGN AND SECURITY STANDARDS.

CONSTRUCTION AND DESIGN OF SECURE AREAS SHOULD BE PERFORMED BY U.S. COMPANIES USING U.S.

CITIZENS TO REDUCE RISK, BUT MAY BE PERFORMED BY U.S. COMPANIES USING U.S. PERSONS (AN

INDIVIDUAL WHO HAS BEEN LAWFULLY ADMITTED FOR PERMANENT RESIDENCE AS DEFINED IN 8 U.S.C. §

1101(A)(20) OR WHO IS A PROTECTED INDIVIDUAL AS DEFINED BY TITLE 8 U.S.C. § 1324B (A)(3)). THE AO

SHALL ENSURE MITIGATIONS ARE IMPLEMENTED WHEN USING NON-U.S. CITIZENS. THESE MITIGATIONS

SHALL BE DOCUMENTED IN THE CSP.

ALL SITE CONTROL MEASURES USED SHALL BE DOCUMENTED IN THE CSP. AMONG THE CONTROL

MEASURES THAT MAY BE CONSIDERED ARE THE FOLLOWING:

• IDENTITY VERIFICATION.

• RANDOM SEARCHES AT SITE ENTRY AND EXIT POINTS.

• SIGNS AT ALL ENTRY POINTS LISTING PROHIBITED AND RESTRICTED ITEMS (E.G., CAMERAS, FIREARMS, EXPLOSIVES, DRUGS, ETC.).

• PHYSICAL SECURITY BARRIERS TO DENY UNAUTHORIZED ACCESS.

• VEHICLE INSPECTIONS.

BIO-ENVIRONMENTAL

IF ANY HAZARDOUS MATERIAL IS TO BE USED DURING CONSTRUCTION , PRIOR TO ANY ACTION

CONTRACTOR HAS TO COMPLETE 'HAZARDOUS MATERIAL AUTHORIZATION REQUEST FORM' AND TO SUBMIT

TO 78 CEG/CEAN AF 3952 WORKGROUP FOR REVIEW AND APPROVAL

(78CEG.CEV.AF3953Workgoup@us.af.mil).

EXISTING LEAD PAINT AND ASBESTOS CONTAINING MATERIALS NOT TO BE DISTURB.

LEAD BASED PAIN AND ASBESTOS CONTAINING MATERIAL IS NOT PERMITTED FOR THE NEW

CONSTRUCTION,

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CODE ANALYSIS - GENERAL

INTERIM DFAC FACILITY

1. THE INTERIM DFAC FACILITY IS A TEMPORARY

PRE-FABRICATED STRUCTURE THAT INCLUDES DINING ,

COMMERCIAL KITCHEN, AND STORAGE. APPROXIMATELY 1,529

SF OF REFRIGERATED AND NON-REFRIGERATED STORAGE IS

PROVIDED FOR USE BY THE KITCHEN STAFF.

2. THE BUILDING WILL SERVE AS A DINING FACILITY ONLY, NO

OTHER USE FOR THE BUILDING IS ANTICIPATED.

3. THE INTERIM DFAC BUILDING IS COMPOSED OF TWO

DIFFERENT CONSTRUCTION METHODS. THE KITCHEN AND

STORAGE IS COMPOSED OF PRE-FABRICATED MODULAR

UNITS. THE MAIN DINING AREA IS COMPOSED OF TENSIONED

MEMBRANE STRUCTURE MANUFACTURED BY SPRUNG.

BASIC BUILDING DESCRIPTION

1. FIRST FLOOR - APPROX. 32,396 SF

2. BUILDING HEIGHT - APPROX. 51 FT. 2 IN.

APPLICABLE CODES

1. INTERNATIONAL BUILDING CODE - 2015 EDITION

2. NFPA 1, UNIFORM FIRE CODE - 2015 EDITION

3. NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS -

2013 EDITION

4. NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER

SYSTEMS - 2016 EDITION

5. NFPA 24, STANDARD FOR THE INSTALLATION OF PRIVATE FIRE

SERVICE MAINS AND THEIR APPURTENANCES - 2014 EDITION

6. NFPA 30, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE - 2015

EDITION

7. NFPA 70, NATIONAL ELECTRIC CODE - 2014 EDITION

8. NFPA 72, NATIONAL FIRE ALARM CODE - 2016 EDITION

9. NFPA 96, STANDARD FOR VENTILATION CONTROL AND FIRE

PROTECTION OF COMMERCIAL COOKING OPERATIONS - 2017

EDITION

10. NFPA 101, LIFE SAFETY CODE - 2015 EDITION

11. NFPA 102, STANDARD FOR GRANDSTANDS, FOLDING AND

TELESCOPIC SEATING, TENTS, AND MEMBRANE STRUCTURES

- 2016 EDITION

12. UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR

FACILITIES - CHANGE 1, 28 NOV, 2016

13. UFC 4-21-01, DESIGN AND O&M: MASS NOTIFICATION SYSTEMS

- 9 APR, 2008

14. UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS)

15. ACCESSIBILITY GUIDELINES FOR ADA COMPLIANCE (ADAAG)

APPLICABLE CODES - GENERAL

1. IBC SHALL BE UTILIZED TO DETERMINE THE OCCUPANCY

CLASSIFICATION AS IT RELATES TO BUILDING CONSTRUCTION

TYPE, HEIGHT, AREA, SEPARATION DISTANCE, AND

OCCUPANCY SEPARATIONS [UFC 3-600-01 §3-2.1.2]

2. NFPA 101 SHALL BE UTILIZED TO DETERMINE OCCUPANCY

CLASSIFICATION AS IT RELATES TO FIRE/SMOKE RESISTANCE

RATING OF INTERIOR NON-LOAD BEARING PARTITIONS,

MEANS OF EGRESS, INTERIOR FINISH, AND FEATURES OF FIRE

PROTECTION [UFC 3-600-01 §3-3.1.1]

FIRE PROTECTION SYSTEMS

1. FIRE SPRINKLER SYSTEM - GENERAL

1.1. FIRE SPRINKLERS PROVIDED THROUGHOUT

1.2. WET AND DRY PIPE FIRE SPRINKLER RISER TO BE

LOCATED IN FIRE PROTECTION ROOM LOCATED ON THE

NORTH EAST SECTION OF THE TENSIONED MEMBRANE

STRUCTURE.

1.3. AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE

SUPERVISED BY THE FIRE ALARM SYSTEM.

1.4. ACTUATION OF THE FIRE SPRINKLER SYSTEM SHALL

CAUSE THE BUILDING FIRE ALARM SYSTEM TO ACTIVATE.

1.5. REFRIGERATED STORAGE UNIT SHALL BE PROTECTED

WITH A DRY PENDENT FIRE SPRINKLERS FROM THE WET

PIPE FIRE SPRINKLER SYSTEM.

1.6. WET CHEMICAL KITCHEN SYSTEM SHALL BE PROVIDED

FOR COOKING EQUIPMENT THAT PRODUCES

GREASE-LADEN VAPORS

1.7. REFER TO FIRE SPRINKLER DRAWINGS FOR MORE DETAIL

2. PORTABLE FIRE EXTINGUISHERS - GENERAL

2.1. GENERAL TYPE PORTABLE FIRE EXTINGUISHERS ARE

NOT REQUIRED IN A FULLY SPRINKLERED BUILDING [UFC

3-600-01 §9-17.1]

2.2. CLASS K TYPE FIRE EXTINGUISHERS PROVIDED FOR

KITCHEN COOKING AREAS PER NFPA 10 AND NFPA 96

FIRE DETECTION/ALARM SYSTEMS

1. FIRE DETECTION/ALARM SYSTEMS - GENERAL

1.1. FIRE ALARM PROVIDED THROUGHOUT THE BUILDING

WITH ADDRESSABLE DEVICES

1.2. THE FIRE ALARM CONTROL PANEL SHALL BE LOCATED IN

THE MECHANICAL ROOM.

1.3. REMOTE ANNUNCIATOR CONTROL PANEL SHALL BE

LOCATED AT AN APPROVED LOCATION

1.4. FIRE ALARM SYSTEM SHALL BE INSTALLED PER NFPA 72

1.5. PHOTOELECTRIC SMOKE DETECTOR PROVIDED FOR FIRE

ALARM MONITORING PANELS

1.6. CARBON MONOXIDE DETECTOR PROVIDED FOR FUEL

BURNING APPLIANCES

2. NOTIFICATION

2.1. FIRE ALARM SYSTEM SHALL INCLUDE VISIBLE ALARM

INDICATING APPLIANCES IN ALL AREAS REQUIRED BY

NFPA 101

2.2. MANUAL FIRE ALARM ACTIVATION

3. MANUAL FIRE WET CHEMICAL HOOD SUPPRESSION

ACTIVATION

4. PROVIDE MANUAL ACTIVATION DEVICE LOCATED ALONG THE

PATH OF EGRESS

5. MASS NOTIFICATION SYSTEM

5.1. THE BUILDING SHALL BE PROVIDED WITH A MASS

NOTIFICATION SYSTEM [UFC 4-211-01 §2-6.2.1].

CODE ANALYSIS - INTERNATIONAL BUILDING CODE

OCCUPANCY CLASSIFICATION

1. ASSEMBLY GROUP A-2 OCCUPANCY

1.1. ACCESSORY STORAGE GROUP S-2 OCCUPANCY

CONSTRUCTION TYPE

1. OVERALL BUILDING CONSTRUCTION

1.1. TYPE IIB

2. MEMBRANE STRUCTURE CONSTRUCTION TYPE

2.1. TYPE IIB

2.1.1. NON-COMBUSTIBLE FRAME COVERED BY AN

APPROVED MEMBRANE THAT MEETS THE FIRE

PROPAGATION PERFORMANCE CRITERIA OF TEST

METHOD 1 OR TEST METHOD 2 OF NFPA 701 SHALL

BE CLASSIFIED AS TYPE IIB CONSTRUCTION

[§3102.3, §3102.3.1].

2.1.2. THE SPRUNG STRUCTURE POLYURETHANE

ARCHITECTURAL MEMBRANE MEETS THE MINIMUM

REQUIREMENT OF NFPA 701 TEST METHOD 1 AND

TEST METHOD 2. TEST CONDUCTED BY DIVERSIFIED

TESTING LABORATORIES INC. ON SEPTEMBER 5TH,

2014 ON BEHALF OF SPRUNG STRUCTURES.

3. PREFABRICATED MODULAR UNIT CONSTRUCTION TYPE

3.1. TYPE VA

3.1.1. WOOD FRAME - 1 HOUR RATED

ACCESSORY OCCUPANCY STORAGE

1. A ROOM OR SPACE USED FOR STORAGE PURPOSES THAT IS

LESS THAN 100 SF IN AREA AND ACCESSORY TO ANOTHER

OCCUPANCY SHALL BE CLASSIFIED AS PART OF THAT

OCCUPANCY [§311.1.1]. THE AGGREGATE AREA OF SUCH

ROOMS OR SPACES SHALL NOT EXCEED 10% OF THE FLOOR

AREA IN WHICH THEY ARE LOCATED [§508.2.3].

OCCUPANCY SEPARATION

1. NONSEPARATED MIXED USE - EACH PORTION OF THE

BUILDING SHALL BE INDIVIDUALLY CLASSIFIED AS TO USE.

THE REQUIRED TYPE OF CONSTRUCTION SHALL BE

DETERMINED BY APPLYING THE HEIGHT AND AREA

LIMITATIONS FOR EACH OCCUPANCY TO THE ENTIRE

BUILDING. THE MOST RESTRICTIVE TYPE OF CONSTRUCTION

SHALL BE APPLIED [§508.3.2.2]

2. THE ALLOWABLE BUILDING AREA AND HEIGHT OF THE

BUILDING SHALL BE BASED ON THE MOST RESTRICTIVE

ALLOWANCES FOR THE OCCUPANCY GROUPS UNDER

CONSIDERATION FOR THE TYPE OF CONSTRUCTION [§508.3.2]

ALLOWABLE HEIGHT CALCULATION: TYPE IIB CONSTRUCTION

1. GROUP A-2 (MOST RESTRICTIVE)

1.1. ALLOWABLE TABULAR HEIGHT: 70 FT. [TABLE 504.3]

1.2. ALLOWABLE STORIES: 1 [TABLE 504.4, §3102.5]

DETAILED ALLOWABLE AREA CALCULATION

1. AA = AT + (NS X LF)

1.1. AA = ALLOWABLE AREA PER FLOOR

1.2. AT = ALLOWABLE TABULAR AREA PER FLOOR

1.2. LF = AREA INCREASE DUE TO FRONTAGE

1.3. LF = 100[F/P - 0.25] x W/30

1.3.1. F = BUILDING PERIMETER WHICH FRONTS ON A

PUBLIC WAY OR OPEN SPACE HAVING 20 FT.

MINIMUM

1.3.2. P = PERIMETER OF ENTIRE BUILDING

1.3.3. W = WIDTH OF PUBLIC WAY OR OPEN SPACE

ALLOWABLE AREA CALCULATION

1. GROUP A-2 (MOST RESTRICTIVE)

1.1. AT = 38,000 SF.

1.2. NF = 9,500 SF.

1.3. LF = 0.75

1.4. TOTAL ALLOWABLE AREA = 45,125 SF.

STRUCTURAL FIRE RESISTANCE RATING - TYPE IIB [TABLE 601 & 602

1. NO STRUCTURAL FIRE RESISTANCE RATING REQUIRED

CODE ANALYSIS - UFC 3-600-01 FIRE PROTECTION ENGINEERING

FOR FACILITIES

BASIC ALLOWABLE AREA FOR TENSIONED-MEMBRANE/FABRIC

STRUCTURES

1. MAXIMUM ALLOWABLE AREA AND SEPARATION

REQUIREMENTS FOR ALL TENSION FABRIC STRUCTURES

INTENDED TO EXCEED 12 MONTHS OF USE [§4-39.2.1, TABLE

4-6]

2. THE SEPARATION AREA MUST BE A CLEAR ZONE ADJACENT

TO THE TENSION FABRIC STRUCTURE [§4-39.2.2]

3. THE CLEAR ZONE SHALL NOT BE USED FOR STORAGE OR

VEHICLE PARKING AND MUST BE FREE OF VEGETATION

[§4-39.2.2.1, §4-39.2.2.2]

CODE ANALYSIS - LIFE SAFETY CODE (NFPA 101)

OCCUPANCY CLASSIFICATION

1. NEW ASSEMBLY OCCUPANCY

1.1. INCIDENTAL STORAGE OCCUPANCY

1.2. INCIDENTAL BUSINESS OCCUPANCY

HAZARDOUS AREA PROTECTION

1. ANY AREA HAVING A DEGREE OF HAZARD GREATER THAN

THAT NORMAL TO THE GENERAL OCCUPANCY [§8.7.1.1]

1.1. 1-HOUR FIRE RESISTANCE RATING OR;

1.2. AUTOMATIC SPRINKLER SYSTEM WITH SMOKE PARTITION

[§8.7.1.1 & §8.7.1.2]

1.3. BOTH 1-HOUR FIRE RESISTANCE RATING AND SPRINKLER

SYSTEM IF SEVERE HAZARD

OTHER FIRE RESISTANCE RATED SEPARATION

1. CORRIDOR WALLS

1.1. 0-HOUR [§12.3.6, §40.3.6]

2. STORAGE ROOMS

2.1. SMOKE PARTITION [§12.3.2.1.1]

3. COMMERCIAL KITCHEN AREA [§12.3.2.1.1]

3.1. 0-HOUR WITH KITCHEN PROTECTED IN ACCORDANCE

WITH NFPA 96 [§12.3.2.2, §12.7.2.3, §9.2.3]

OPENING PROTECTIVES [TABLE 8.3.4.2]

1. EXTERIOR WALLS: 1-HOUR

1.1. 3/4-HOUR

2. OTHER FIRE BARRIERS: 1-HOUR

2.1. 3/4-HOUR

3. SMOKE PARTITION

3.1. 1/3-HOUR

3.1. DOORS IN SMOKE PARTITION NOT REQUIRED TO LATCH

[§8.4.3]

INTERIOR FINISH WITH AUTOMATIC FIRE SPRINKLER PROTECTION

1. EXIT ACCESS CORRIDORS AND OTHER EXIT WAYS

1.1. ASSEMBLY OCCUPANCY - CLASS C/AUTOMATIC FIRE

SPRINKLER PROTECTION [§12.3.3.2/§10.2.8.1]

2. ROOMS AND ENCLOSED SPACES

2.1. ASSEMBLY OCCUPANCY - CLASS C/AUTOMATIC FIRE

SPRINKLER PROTECTION [§12.3.3.3/§10.2.8.1]

3. FLOOR FINISH

3.1. ASSEMBLY OCCUPANCY - NO CRITICAL RADIANT FLUX

RATING [§12.3.3.5.1/§10.2.8.2]

4. CLASSIFICATIONS [§10.2.3.4]

4.1. INTERIOR WALL FINISH - FLAME SPREAD INDEX

4.1.1. CLASS A: 0 - 25

4.1.2. CLASS B: 26 - 75

4.1.3. CLASS C: 76 - 200

4.2. INTERIOR WALL FINISH - SMOKE DEVELOPED INDEX

4.2.1. CLASS A: 0 - 450

4.2.2. CLASS B: 0 - 450

4.2.3. CLASS C: 0 - 450

MEANS OF EGRESS

1. EGRESS COMPONENTS

1.1. DOORS

1.1.1. MINIMUM CLEAR WIDTH: 32 INCHES [§7.2.1.2.4]

1.1.2. SWING IN DIRECTION OF EGRESS TRAVEL WHEN

SERVING AN OCCUPANT LOAD GREATER THAN 50

PERSONS [§7.2.1.4.2]

1.1.3. SWING IN DIRECTION OF EGRESS TRAVEL WHEN

USED IN AN EXIT ENCLOSURE OR WHERE SERVING

A HIGH HAZARD CONTENTS AREA [§7.2.1.4.3]

1.1.4. DOORS ARE TO BE ARRANGED TO BE OPENED

READILY FROM THE EGRESS SIDE WHENEVER THE

IS OCCUPIED. LOCKS, IF PROVIDED, ARE NOT TO

REQUIRE THE USE OF A KEY, A TOOL, OR SPECIAL

KNOWLEDGE OR EFFORT FOR OPERATION FROM

THE EGRESS SIDE [§7.2.1.5.1/7.2.1.5.2]

1.1.5. ANY DOOR IN A REQUIRED MEANS OF EGRESS

FROM AN AREA HAVING AN OCCUPANT LOAD OF 100

OR MORE PERSONS SHALL BE PERMITTED TO BE

PROVIDED WITH A LATCH OR LOCK ONLY IF LATCH

OR LOCK IS PANIC HARDWARE OR FIRE EXIT

HARDWARE [§12.2.2.3]

1.1.6. THE PANIC HARDWARE OR FIRE EXIT HARDWARE IS

TO CONSIST OF CROSS BARS OR PUSH PADS

LOCATED NOT LESS THAN 34 INCHES OR MORE

THAN 48 NICHES ABOVE THE FLOOR. THE

ACTUATING PORTION OF THE CROSS BAR OR PUSH

PADS IS NOT TO EXTEND ACROSS LESS THAN

ONE-HALF THE WIDTH OF THE DOOR [§7.2.1.7.1]

2. MARKING OF MEANS OF EGRESS

2.1. SIGNAGE

2.1.1. EXITS SHALL BE MARKED BY AN APPROVED SIGN

READILY VISIBLE FROM ANY DIRECTION OF EXIT

ACCESS [§7.10.1.2]

2.1.2. SIGN PLACEMENT SHALL BE SUCH THAT NO POINT

IN THE EXIT ACCESS CORRIDOR IS MORE THAN 100

FEET FROM THE NEAREST EXTERNALLY

ILLUMINATED SIGN AND IS NOT IN EXCESS OF THE

MARKED RATING FOR INTERNALLY ILLUMINATED

SIGNS [§7.10.1.5.2]

2.1.3. A DIRECTIONAL SIGN READING "EXIT" WITH A

DIRECTIONAL INDICATOR SHOWING THE DIRECTION

OF TRAVEL SHALL BE PLACED IN EVERY LOCATION

WHERE THE DIRECTION OF TRAVEL TO REACH THE

NEAREST EXIT IS NOT APPARENT [§7.10.2/§7.10.3.1]

2.1.4. AT EACH DOOR INTO AN EXIT STAIR ENCLOSURE OR

EXIT, TACTILE SIGNAGE STATING "EXIT" AND

COMPLYING WITH ICC/ANSI A117.1 SHALL BE

INSTALLED [§7.10.6.1.1]

2.2. ILLUMINATION

2.2.1. EVERY EXIT SIGN SHALL BE ILLUMINATED AT ALL

TIMES. THE ILLUMINATION SHALL BE FOR 90

MINUTES IN THE CASE OF PRIMARY POWER LOSS

[§7.8.2.2/§7.9.2.1]

2.2.2. EXIT SIGNS THAT ARE EXTERNALLY ILLUMINATED

SHALL HAVE AN INTENSITY NOT LESS THAN 5

FT-CANDLES [§7.10.6.3]

3. EMERGENCY POWER AND LIGHTING

3.1. EMERGENCY POWER

3.1.1. TO BE PROVIDED BY BATTERY

3.2. EMERGENCY LIGHTING

3.2.1. EMERGENCY LIGHTING REQUIRED FOR EXIT

ACCESS, EXITS AND EXIT DISCHARGE AT ALL TIMES

THAT THE BUILDING IS OCCUPIED [§7.8.1.1]

3.2.2. EMERGENCY ILLUMINATION IS REQUIRED TO BE AS

FOLLOWS

3.2.2.1. ILLUMINATION OF MEANS OF EGRESS SHALL BE

FOR A DURATION OF 90 MINUTES AND THE

EMERGENCY POWER SHALL BE FROM BATTERIES,

UNTIL EQUIPMENT OR GENERATOR

[§7.8.2.2/§7.9.2.1]

3.2.2.2. REQUIRED ILLUMINATION SHALL BE ARRANGED SO

THAT INITIAL ILLUMINATION IS AT LEAST AN

AVERAGE OF 1 FT-CANDLE AND A MINIMUM AT ANY

POINT OF 0.1 FT-CANDLE [§7.9.2.1]

3.2.2.3. A DECLINE TO 0.6 FT-CANDLE AVERAGE

ILLUMINATION AT THE FLOOR WITH A MINIMUM 0.06

FT-CANDLE AT ANY POINT IS PERMITTED AT THE

END OF THE EMERGENCY LIGHTING TIME

DURATION [§7.9.2.1]

3.2.2.4. A MAXIMUM TO MINIMUM ILLUMINATION

UNIFORMITY RATION OF 40:1 SHALL NOT BE

EXCEEDED [§7.9.2.1]

4. OCCUPANT LOAD USE FACTORS [TABLE 7.3.1.2, UFC 3-600-01

TABLE 10-1]

4.1. ASSEMBLY (LESS CONCENTRATED): 15 NSF/PERSON

4.2. ASSEMBLY (KITCHENS): 100 SF/PERSON

4.3. STORAGE: 500 SF/PERSON

4.4. BUSINESS: 100 SF/PERSON

5. CAPACITY OF MEANS OF EGRESS

5.1. EGRESS WIDTH REQUIRED PER PERSON

5.1.1. HORIZONTAL EGRESS TRAVEL: 0.2 IN/PERSON

[TABLE 7.3.3.1]

5.2. MINIMUM EGRESS WIDTH REQUIRED (SAME

REQUIREMENTS APPLICABLE TO ALL OCCUPANCY TYPES)

5.2.1. CORRIDORS: 44 IN [§7.2.2.2.1.2]

5.2.2. CLEAR EXIT DOOR OPENING: 32 IN [§7.2.1.2.4]

6. TRAVEL DISTANCE

6.1. MAXIMUM TRAVEL DISTANCE

6.1.1. ASSEMBLY OCCUPANCY: 250 FT. [§12.2.6.2]

6.2. COMMON PATH OF TRAVEL

6.2.1. ASSEMBLY OCCUPANCY < 50 PERSONS: 75 FT.

[§12.2.5.1.2]

6.2.2. ASSEMBLY OCCUPANCY > 50 PERSONS: 20 FT.

[§12.2.5.1.2]

6.3. MAXIMUM DEAD END

6.3.1. ASSEMBLY OCCUPANCY: 20 FT. [§12.2.5.1.3]

7. NUMBER AND ARRANGEMENT OF MEANS OF EGRESS,

INCLUDING EXIT DISCHARGE

7.1. NUMBER OF EXITS REQUIRED

7.1.1. SINGLE EXIT FROM ROOMS AND AREAS WITH

LIMITED OCCUPANT LOAD AND HAVING COMMON

PATH OF TRAVEL WITHIN THE ALLOWABLE LIMITS

[§7.4.1.1]

7.1.2. MINIMUM FROM ROOMS AND AREAS NOT

COMPLYING WITH ABOVE: 2 [§7.4.1.1]

7.1.3. ROOMS AND AREAS WITH AN OCCUPANT LOAD OF

501 - 1,000: 3 [§7.4.1.2]

7.1.4. ROOMS AND AREAS WITH AN OCCUPANT LOAD >

1,000: 4 [§7.4.1.2]

7.2. ARRANGEMENT OF EXITS

7.2.1. WHERE 2 OR MORE EXITS ARE REQUIRED, THEY

MUST BE SPACED APART A MINIMUM OF 1/3 THE

LENGTH OF THE MAXIMUM DIAGONAL OF THE

BUILDING OR AREA BEING SERVED [§7.5.1.3.3]

7.2.2. WHERE MORE THAN TWO EXITS OR EXIT ACCESS

DOORS ARE REQUIRED, AT LEAST TWO OF THE

REQUIRED EXITS OR EXIT ACCESS DOORS ARE TO

BE ARRANGED TO COMPLY WITH THE MINIMUM

SEPARATION DISTANCE REQUIREMENTS DEFINED

ABOVE. THE OTHER EXITS OR EXIT ACCESS DOORS

ARE TO BE LOCATED SO THAT IF ONE BECOMES

BLOCKED, THE OTHERS REMAIN AVAILABLE

[§7.5.1.3.7]

7.2.3. IN ASSEMBLY OCCUPANCIES WHERE THERE IS NO

WELL DEFINED MAIN ENTRANCE/EXIT, EXITS SHALL

BE PERMITTED TO BE DISTRIBUTED AROUND THE

PERIMETER OF THE BUILDING, PROVIDED THAT THE

TOTAL EXIT WIDTH FURNISHES NOT LESS THAN 100

PERCENT OF THE WIDTH NEEDED TO

ACCOMMODATE THE PERMITTED OCCUPANT LOAD

[§12.2.3.6.6, §12.2.3.7.4]

7.3. EXIT DISCHARGE

7.3.1. EXITS SHALL DISCHARGE DIRECTLY TO THE

BUILDING EXTERIOR [§7.7.1]

7.3.2. THE EXIT DISCHARGE SHALL PROVIDE DIRECT AND

UNOBSTRUCTED ACCESS TO A PUBLIC WAY [§7.7.3]

7.5. EGRESS THROUGH INTERVENING SPACES

7.5.1. EGRESS FROM A ROOM OR SPACE IS NOT TO PASS

THROUGH ADJOINING OR INTERVENING ROOMS,

EXCEPT WHERE SUCH ADJOINING ROOMS OR

AREAS ARE ACCESSORY TO THE AREA SERVED;

ARE NOT A HIGH-HAZARD OCCUPANCY; AND

PROVIDE A DISCERNIBLE PATH OF EGRESS TRAVEL

TO AN EXIT [§7.5.1.6]

7.5.2. ACCESS TO AN EXIT IS NOT TO BE THROUGH

KITCHENS, STOREROOMS, RESTROOMS,

WORKROOMS, CLOSETS OR OTHER ROOMS OR

SPACES SUBJECT TO LOCKING [§7.5.2.1]

7.5.3. MEANS OF EGRESS EGRESS FROM A ROOM OR

SPACE FOR ASSEMBLY PURPOSES SHALL NOT BE

PERMITTED THROUGH KITCHENS, STOREROOMS,

RESTROOMS, CLOSETS, PLATFORMS, OR OTHER

HAZARDOUS AREAS [§12.2.5.2]

SEPARATION

DISTANCE

NONCOMBUSTIBLE MATERIAL

SPRINKLERED NOT SPRINKLERED

20 FEET

40 FEET

60 FEET

36,000 SF

72,000 SF

UNLIMITED

12,000 SF

24,000 SF

UNLIMITED

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5/8/2019

WOMEN'S REST ROOM1

47CANOPY 1

12DRY STORAGE #1

14DRY STORAGE #2

16DRY STORAGE #3

18PRODUCE REFRIGERATOR

20MEAT & DAIRY REFRIGEERATOR

22FREEZER #1

FREEZER #2

FREEZER #3

28THAW REFRIGERATOR

29PAPER STORAGE

30RECYCLE

5MEN'S REST ROOM1

48CANOPY 2

40WOMEN'S REST ROOM 2

41MEN'S REST ROOM 2

9HEAD COUNT 1

10STORAGE 1

52TELECOM31OFFICE 132OFFICE 2

VSODA RM 3

37HEAD COUNT 2

POT WASH MODULE

13KITCHEN MODULE

15KITCHEN MODULE

17KITCHEN MODULE

19KITCHEN MODULE

KITCHEN MODULE

23KITCHEN MODULE

25KITCHEN MODULE

27KITCHEN MODULE

34RESTROOM

STORAGE 2

33RESTROOM

P P

P

P P

P P

P

P P

P P

P

P P

P P

P P

P P

P P

P

P P

P

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P P

P

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P P

P

P

P P

P

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SALAD BAR

XXX

SALAD BAR

XXX

SERVICE AREA #4

xxx

SERVICE AREA #1

xxx

SERVICE AREA #3

xxx

SERVICE AREA #2

xxx

7069 7069 7069 7069

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1. THE TENSIONED MEMBRANE STRUCTURES SHALL BE

SEPARATED FROM OTHER BUILDING BY MINIMUM 20 FT.

CLEAR SPACE. THE PROVIDED CLEAR SPACE SHALL NOT BE

USED FOR STORAGE OR VEHICLE PARKING AND BE FREE OF

VEGETATION.

2. THE TENSIONED MEMBRANE STRUCTURE POLYURETHANE

ARCHITECTURAL MEMBRANE MEETS THE MINIMUM

REQUIREMENT OF NFPA 701 FLAME PROPAGATION TEST

METHOD 1 AND TEST METHOD 2. THE STRUCTURE IS

CONSIDERED TO BE NON-COMBUSTIBLE TYPE IIB

CONSTRUCTION PER IBC §3102.3 AND §3102.3.1. THE

MODULAR UNITS ARE CONSTRUCTION WOOD FRAME 1-HOUR

RATED TYPE VA CONSTRUCTION. NO SEPARATION IS

PROVIDED BETWEEN THE TWO CONSTRUCTION TYPES, THE

OVERALL BUILDING CONSTRUCTION IS TYPE IIB.

SHEET NOTES

SPRINKLERS SHALL BE PERMITTED TO BE OMITTED

FOR EXTERIOR CANOPY WITH NONCOMBUSTIBLE

FRAME AND FLAME-RESISTANT FABRIC OVERLAY

PASSING NFPA 701 TEST METHOD 2 (NFPA 13 §8.15.7 &

§A.8.15.7)

FIRE SEPARATION BETWEEN DINING AND KITCHEN

AREA NOT REQUIRED FOR KITCHENS PROTECTED IN

ACCORDANCE WITH NFPA 96

KEY NOTES

32'8'0 16'SCALE 1/16" = 1' - 0"

LIFE SAFETY PLAN

LIFE SAFETY LEGEND

ASSEMBLY USE (DINING AREAS)

BUSINESS USE

STORAGE USE

ASSEMBLY USE (KITCHEN)

EXIT

FIRE EXTINGUISHER - KITCHEN TYPE

MINIMUM 2 GALLON CAPACITY

EXIT

0.2

EXIT

0.2

EXIT

0.2

EXIT

0.2

EXIT

0.2

EXIT

0.2

EXIT

0.2

EXIT

0.2

96 FT.

EGRESS SUMMARY

OCCUPANT USE TYPE

ASSEMBLY (DINING AREAS)

ASSEMBLY KITCHEN

BUSINESS

STORAGE

O.L.F. (SF/P)

TOTAL AREA

17,583 SF

9,604 SF

1,720 SF

2,320 SF

TOTAL OCCUPANT LOAD

1,174 PERSONS

101 PERSONS

22 PERSONS

19 PERSONS

1,316 PERSONSTOTAL:

HORIZONTAL TRAVEL EGRESS FACTOR

MINIMUM EGRESS WIDTH REQUIRED (HORIZONTAL)

EGRESS WIDTH PROVIDED (HORIZONTAL)

TOTAL EGRESS CAPACITY

MINIMUM NUMBER OF EXITS REQUIRED

ACTUAL NUMBER OF EXITS PROVIDED

CODE COMPLIANT

0.2 IN / PERSON

263.2 IN

884 IN

4,420 PERSONS

4 EXITS

9 EXITS

YES

TRAVEL DISTANCE SUMMARY

TRAVEL DISTANCE TYPE START LOCATION ACTUAL DISTANCE MAX DISTANCE

TRAVEL DISTANCE DINING AREA 130 FT. 250 FT.

TRAVEL DISTANCE KITCHEN 100 FT. 250 FT.

100 FT.

2 56

DISHROOM 1 1 528

100 6

ROOM NAME ROOM

NUMBER

OCCUPANT USE LOAD FACTOR

(SF/PERSONS)

OCCUPANT LOAD

(PERSONS)

AREA

(SF)

TOTAL: 1,316 PERSONS

CUSTODIAL 1

SODA ROOM 1

DINING

MEN'S RESTROOM 1

WOMEN'S RESTROOM 1

SODA ROOM 2

HEAD COUNT 1

STORAGE 1

DRY STORAGE #1

DRY STORAGE #2

DRY STORAGE #3

PRODUCE REFRIGERATOR

MEAT & DAIRY REFRIGERATOR

FREEZER #1

FREEZER #2

FREEZER #3

THAW REFRIGERATOR

PAPER STORAGE

RECYCLE

STORAGE 2

HEAD COUNT 2

SODA ROOM 3

KITCHEN

WOMEN'S REST ROOM 2

MEN'S REST ROOM 2

DINING 2

SODA ROOM 4

CUSTODIAL 2

DISHROOM 2

SERVICE AREA #1

SERVICE AREA #2

SERVICE AREA #3

SERVICE AREA #4

KITCHEN MODULES

STORAGE

STORAGE

ASSEMBLY

BUSINESS

BUSINESS

STORAGE

STORAGE

STORAGE

STORAGE

STORAGE

STORAGE

STORAGE

STORAGE

STORAGE

STORAGE

STORAGE

STORAGE

STORAGE

STORAGE

STORAGE

STORAGE

STORAGE

KITCHEN

KITCHEN

KITCHEN

KITCHEN

KITCHEN

KITCHEN

ASSEMBLY

ASSEMBLY

ASSEMBLY

BUSINESS

BUSINESS

OCCUPANT LOAD CALCULATION SUMMARY

KEY PLAN

F

T

K

EXIT

0.2

SMOKE PARTITION WALL

TRAVEL DISTANCE

COMMON PATH OF TRAVEL

EXIT CAPACITY

(A) DOOR CLEAR WIDTH (IN)

(B) DOOR CAPACITY (IN/PERSON)

(C) DOOR CAPACITY (PERSONS)

P P

EXIT

0.2

OFFICE 1

100 2123

OFFICE 2

RESTROOM

34RESTROOM

BUSINESS

BUSINESS

BUSINESS

BUSINESS

COMMON PATH STORAGE 1 50 FT. 75 FT.

N

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