DrawingsAsOne 1 of 5.pdf

PDF 5 MB Posted Mar 18, 2020

Attached to: Repairs to BEQ 4313
Solicitation number: N400856970752
Issued by: Department of the Navy Naval Facilities Engineering Command

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File	Type	Posted
DrawingsAsOne 2 of 5.pdf	PDF	Mar 18, 2020
DrawingsAsOne 5 of 5.pdf	PDF	Mar 18, 2020
SpecsAsOne 1 of 2.pdf	PDF	Mar 18, 2020
DrawingsAsOne 3 of 5.pdf	PDF	Mar 18, 2020
RFP 690752 Repairs to BEQ 4313.pdf	PDF	Mar 18, 2020
SpecsAsOne 2 of 2.pdf	PDF	Mar 18, 2020
DrawingsAsOne 4 of 5.pdf	PDF	Mar 18, 2020

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SLOCUM

GATE

MAIN GATE

PASS & ID BUILDING

U S

H W

HWY 101

BLDG 163

ROICC FED

SLOCUM RD.

2N D

E S

E E T

4TH

AVE3R

5TH

1S T A

C S

T C U

R T

B E

A C

H Y

R D

L A

N G

L E

Y R

W R

T R

C U

N N

H A

M R

R O

O S

E V

E L T

B L V

ROOSEVELT BLVD.

A S

E E T

MONROE RD

S K E E T R

A N

G E R

ACCESS RD

D U

F F

6TH

F STREET

R O

O S

E V

E L T

B L V

ROOSEVELT BLVD.

GI001

4TH AVE

2ND AVE

3RD AVE

E S T

4TH AVE

EQUIPMENT

ENCLOSURE

BUILDING 4311

BUILDING 4313

EQUIPMENT

ENCLOSURE

NTRUE

NORTH

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

A R C H I T E C T U R E

EST. 1915

E N G I N E E R I N G

I N T E R I O R S

P L A N N I N G

DES DRW CHK

SHEET OF

2 3 4 5

1 2 3 4 5

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

E N

E E

G C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE

A/E INFO

SEAL

AS NOTED

P L A N N I N G

A R C H I T E C T U R E

E N G I N E E R I N G

I N T E R I O R S

EST. 1915

N A

V A

L F

A C

E N

E E

G C

O M

M A

N D

S Y

M D

E S

C R

D A

T E

A P

P R

UNCLASSIFIED

U N

S S

A M

U s e rs \k s h e n

\D o c u m e n ts

\A u to d e s k \R e v it

P ro je c ts

\B E

-A

k s h e n .r v t

REPAIRS TO BEQ - 4313

100% CD - SEPTEMBER 2019

L A

D J o b N o -1

-0

GI001

C O

V E

R S

H E

E T

A N

D S

H E

E T

I N

D E

R E

P A

T O

B E

10 Tenth Street N.E., Suite 200 Atlanta, GA 30309 Tel 404.874.8333 Fax 404.874.8330

6970752

C H

E R

R Y

P O

MARINE CORPS AIR STATION

CHERRY POINT, NC, 28533

12798469

N A

V F

A C

-A T

L A

N T

M a ri n e C o rp s A ir S ta ti o n

M C

A S

KSVNP EJD

SCALE:1" = 3000'-0"

LOCATION PLAN

SCALE: 1" = 200'-0"

VICINITY MAP

SHEET INDEX

NAVFAC

DWG NO.

SHEET

COUNT

SHEET

NO. SHEET NAME

PLUMBING

12798526 058 P-001 PLUMBING SYMBOLS LEGEND

12798527 059 PD101 PLUMBING DEMOLITION PLAN - FIRST FLOOR

12798528 060 PD102 PLUMBING DEMOLITION PLAN - SECOND FLOOR

12798529 061 PD103 PLUMBING DEMOLITION PLAN - THIRD FLOOR

12798530 062 PP101 SOIL, WASTE AND VENT PIPING PLAN - FIRST FLOOR

12798531 063 PP102 SOIL, WASTE AND VENT PIPING PLAN - SECOND FLOOR

12798532 064 PP103 SOIL, WASTE AND VENT PIPING PLAN - THIRD FLOOR

12798533 065 PP111 DOMESTIC WATER PIPING PLAN - FIRST FLOOR

12798534 066 PP112 DOMESTIC WATER PIPING PLAN - SECOND FLOOR

12798535 067 PP113 DOMESTIC WATER PIPING PLAN - THIRD FLOOR

12798536 068 PP401 ENLARGED PLAN - S.W.&V. PIPING - FIRST FLOOR CENTRAL CORE & MECH RM 148

12798537 069 PP402 ENLARGED PLAN - S.W.&V. PIPING - SECOND FLOOR CENTRAL CORE

12798538 070 PP403 ENLARGED PLAN - S.W.&V. PIPING - THIRD FLOOR CENTRAL CORE

12798539 071 PP404 ENLARGED PLAN - S.W.&V. PIPING - TYP SLEEPING SUITE

12798540 072 PP405 ENLARGED PLAN - WATER PIPING - FIRST FLOOR CENTRAL CORE & MECH RM 148

12798541 073 PP406 ENLARGED PLAN - WATER PIPING - SECOND FLOOR CENTRAL CORE

12798542 074 PP407 ENLARGED PLAN - WATER PIPING - THIRD FLOOR CENTRAL CORE

12798543 075 PP408 ENLARGED PLAN - WATER PIPING - TYP SLEEPING SUITE

12798544 076 PP501 PLUMBING DETAILS

12798545 077 PP601 PLUMBING SCHEDULES

12798546 078 PP602 SOIL, WASTE AND VENT RISERS

12798547 079 PP603 DOMESTIC WATER RISERS

MECHANICAL

12798548 080 M-001 MECHANICAL SYMBOLS AND ABBREVIATIONS

12798549 081 M-002 MECHANICAL GENERAL NOTES

12798550 082 MD101 MECHANICAL DEMOLITION PLAN - FIRST FLOOR

12798551 083 MD102 MECHANICAL DEMOLITION PLAN - SECOND FLOOR

12798552 084 MD103 MECHANICAL DEMOLITION PLAN - THIRD FLOOR

12798553 085 MD401 HVAC DEMOLITION ENLARGED PLANS

12798554 086 MD402 HVAC DEMOLITION ENLARGED PLANS

12798555 087 MH101 HVAC PLAN - FIRST FLOOR

12798556 088 MH102 HVAC PLAN - SECOND FLOOR

12798557 089 MH103 HVAC PLAN - THIRD FLOOR

12798558 090 MH104 HVAC PLAN - ATTIC

12798559 091 MH301 MECHANICAL SECTIONS

12798560 092 MH302 MECHANICAL SECTIONS

12798561 093 MH303 MECHANICAL SECTIONS

12798562 094 MH401 HVAC ENLARGED PLANS

12798563 095 MH402 HVAC ENLARGED PLANS

12798564 096 MH403 HVAC ENLARGED PLANS

12798565 097 MH501 MECHANICAL DETAILS

12798566 098 MH502 MECHANICAL DETAILS

12798567 099 MH503 MECHANICAL DETAILS

12798568 100 MH601 MECHANICAL SCHEDULES

12798569 101 MH701 CHILLED WATER FLOW DIAGRAM

12798570 102 MH702 HOT WATER FLOW DIAGRAM

12798571 103 MI601 MECHANICAL CONTROLS

12798572 104 MI602 MECHANICAL CONTROLS

12798573 105 MP101 HVAC PIPING PLAN - FIRST FLOOR

12798574 106 MP102 HVAC PIPING PLAN - SECOND FLOOR

12798575 107 MP103 HVAC PIPING PLAN - THIRD FLOOR

ELECTRICAL

12798576 108 E-001 ELECTRICAL SYMBOLS LEGEND AND ABBREVIATIONS

12798577 109 ES101 ELECTRICAL SITE PLAN

12798578 110 ED101 ELECTRICAL DEMOLITION PLAN - FIRST FLOOR

12798579 111 ED102 ELECTRICAL DEMOLITION PLAN - SECOND FLOOR

12798580 112 ED103 ELECTRICAL DEMOLITION PLAN - THIRD FLOOR

12798581 113 ED601 ELECTRICAL DEMOLITION DIAGRAM

12798582 114 EL101 ELECTRICAL LIGHTING PLAN - FIRST FLOOR

12798583 115 EL102 ELECTRICAL LIGHTING PLAN - SECOND FLOOR

12798584 116 EL103 ELECTRICAL LIGHTING PLAN - THIRD FLOOR

12798585 117 EL104 ELECTRICAL LIGHTING PLAN - ATTIC

12798586 118 EL501 LIGHTING FIXTURE SCHEDULE AND DETAILS

12798587 119 EL502 LIGHTING DETAILS

12798588 120 EP101 ELECTRICAL POWER PLAN - FIRST FLOOR

12798589 121 EP102 ELECTRICAL POWER PLAN - SECOND FLOOR

12798590 122 EP103 ELECTRICAL POWER PLAN - THIRD FLOOR

12798591 123 EP201 ELECTRICAL EQUIPMENT PLAN - FIRST FLOOR

12798592 124 EP202 ELECTRICAL EQUIPMENT PLAN - SECOND FLOOR

12798593 125 EP203 ELECTRICAL EQUIPMENT PLAN - THIRD FLOOR

12798594 126 EP401 ENLARGED ELECTRICAL POWER PLAN

12798595 127 EP501 ELECTRICAL DETAILS

12798596 128 EP502 ELECTRICAL DETAILS

12798597 129 EP601 ELECTRICAL DIAGRAMS

12798598 130 EP602 ELECTRICAL SCHEDULES

12798599 131 EP603 ELECTRICAL SCHEDULES

12798600 132 EP604 ELECTRICAL SCHEDULES

12798601 133 EP605 MECHANICAL EQUIPMENT CONNECTION SCHEDULE

SHEET INDEX

NAVFAC

DWG NO.

SHEET

COUNT

SHEET

NO. SHEET NAME

GENERAL

12798469 001 GI001 COVER SHEET AND SHEET INDEX

12798470 002 GI002 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

12798471 003 GI003 CODE/LIFE SAFETY ANALYSIS

12798472 004 GI004 LIFE SAFETY - FLOOR PLANS

12798473 005 GI101 SITE PLAN

12798474 006 GI401 ENLARGED PLAN - EQUIPMENT ENCLOSURE

STRUCTURAL

12798475 007 S-001 GENERAL STRUCTURAL NOTES

12798476 008 S-002 GENERAL STRUCTURAL NOTES

12798477 009 SB101 PARTIAL FOUNDATION AND FLOOR FRAMING PLAN

12798478 010 SB102 PARTIAL ATTIC FRAMING PLANS

12798479 011 SB501 STRUCTURAL DETAILS

ARCHITECTURAL

12798480 012 AD101 DEMOLITION FLOOR PLANS

12798481 013 AD102 DEMOLITION ROOF PLAN

12798482 014 AD401 DEMOLITION ENLARGED PLAN

12798483 015 AE101 FLOOR PLANS

12798484 016 AE131 ROOF PLAN

12798485 017 AE201 EXTERIOR ELEVATIONS

12798486 018 AE401 PARTITION TYPES, TYP MOUNTING HT AND CLEAR FLOOR SPACES

12798487 019 AE402 ENLARGED PLAN - FIRST FLOOR CENTRAL CORE

12798488 020 AE403 ENLARGED PLAN - SECOND FLOOR CENTRAL CORE

12798489 021 AE404 ENLARGED PLANS - THIRD FLOOR CORE AND TYP SLEEPING SUITE

12798490 022 AE405 ENLARGED PLANS - FIRST FLOOR MECHANICAL

12798491 023 AE406 ENLARGED PLANS - SECOND FLOOR MECHANICAL

12798492 024 AE407 ENLARGED PLANS - THIRD FLOOR MECHANICAL

12798493 025 AE408 ENLARGED PLANS - ATTIC FLOOR AND MECHANICAL SHAFT WALL SECTION

12798494 026 AE411 ENLARGED RCP - FIRST FLOOR CENTRAL CORE

12798495 027 AE412 ENLARGED RCP - SECOND FLOOR CENTRAL CORE

12798496 028 AE413 ENLARGED RCP - THIRD FLOOR CORE AND TYP SLEEPING SUITE

12798497 029 AE421 INTERIOR ELEVATIONS

12798498 030 AE422 INTERIOR ELEVATIONS

12798499 031 AE501 MILLWORK DETAILS

12798500 032 AE502 DETAILS

12798501 033 AE503 DETAILS

12798502 034 AE601 DOOR SCHEDULE

12798503 035 AE602 DOOR DETAILS, WINDOW AND LOUVER TYPES

INTERIORS

12798504 036 IN101 FINISH PLANS - OVERALL

12798505 037 IN401 ENLARGED PLANS - FINISHES

12798506 038 IN402 ENLARGED PLANS - FINISHES

12798507 039 IN501 INTERIOR DESIGN DETAILS

12798508 040 IN502 SIGNAGE DETAILS

12798509 041 IN503 SIGNAGE DETAILS

12798510 042 IN601 ROOM FINISH SCHEDULE

12798511 043 IN602 ROOM FINISH SCHEDULE

12798512 044 IN603 SIGNAGE SCHEDULE

12798513 045 IN604 SIGNAGE SCHEDULE

12798514 046 IN605 SIGNAGE SCHEDULE

12798515 047 IF101 FF&E PLANS - OVERALL

12798516 048 IF401 ENLARGED PLANS - FF&E

12798517 049 IF402 ENLARGED PLANS - FF&E

FIRE PROTECTION

12798518 050 FA001 FIRE ALARM GENERAL NOTES

12798519 051 FA101 FIRE ALARM-FIRST FLOOR PLAN

12798520 052 FA102 FIRE ALARM-SECOND FLOOR PLAN

12798521 053 FA103 FIRE ALARM-THIRD FLOOR PLAN

12798522 054 FX001 FIRE PROTECTION GENERAL NOTES

12798523 055 FX101 FIRE PROTECTION-FIRST FLOOR PLAN

12798524 056 FX102 FIRE PROTECTION-SECOND FLOOR PLAN

12798525 057 FX103 FIRE PROTECTION-THIRD FLOOR PLAN

SHEET REMOVED FROM SET

O O

F N

I C

/0 7/

SEALSEALSEALSEAL

GENERAL SYMBOLS

SCALE:

VIEW NAME

1/8" = 1'-0"

EARTH

EARTH GRAVEL

CONCRETE

METALS

BRICK

CMU

TILE

STONE

WOOD

GYPSUM

GLASS

INSULATION

REGULAR

STEEL ALUMINUM

FACE COMMON

CMU

CERAMIC

MARBLE LIMESTONE

FINISH BLOCKING

PLASTER OR GWB

LARGE SCALE SMALL SCALE

BATT OR

LOOSE

RIGID

SURFACE

DETAIL TITLE

BUILDING

SECTION

WALL SECTION

EXTERIOR /

INTERIOR

ELEVATION

INTERIOR

MULTI-VIEW

ELEVATION

MATERIALS REFERENCE

DETAIL

SECTION

AE402

AE201

AE305

AE505

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN

NORTH ARROW

PLAN NORTH

TRUE NORTH

ACTUAL SQ. FT.

PROGRAMMED SQ. FT.

ROOM NUMBER

DOOR NUMBER

KEYNOTE

WALL TYPE

REVISION NUMBER

ELEVATION INDICATION

COLUMN GRID

IDENTIFICATION

WINDOW TYPE

?A1

ROOM NAME

A505B

200 SF / 150 SF

XXX FURNITURE AND EQUIPMENT TAG

MATCHLINE

FINISH , FINISH

MATERIAL FINISH EXTENTS

LOUVER TYPEL1

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

DES DRW CHK

SHEET OF

2 3 4 5

1 2 3 4 5

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

N T

O F

T H

E N

A V

Y N

A V

A L F

A C

E N

E E

G C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE

A/E INFO

SEAL

AS NOTED

P L A N N I N G

A R C H I T E C T U R E

E N G I N E E R I N G

I N T E R I O R S

EST. 1915

N A

V A

L F

A C

E N

E E

G C

O M

M A

N D

S Y

M D

E S

C R

D A

T E

A P

P R

UNCLASSIFIED

U N

S S

A M

U s e rs \k s h e n

\D o c u m e n ts

\A u to d e s k \R e v it

P ro je c ts

\B E

-A

k s h e n .r v t

100% CD - SEPTEMBER 2019

L A

D J o b N o -1

-0

GI002

G E

N E

R A

L N

O T

E S

Y M

B O

L S

A N

D A

B B

R E

N S

R E

P A

T O

B E

10 Tenth Street N.E., Suite 200 Atlanta, GA 30309 Tel 404.874.8333 Fax 404.874.8330

6970752

C H

E R

R Y

P O

12798470

N A

V F

A C

-A T

L A

N T

M a ri n e C o rp s A ir S ta ti o n

M C

A S

KSVNP EJD

STOR STORAGE

STR STRUCTURAL

SUSP SUSPENDED

SW SWITCH

SWGR SWITCHGEAR

SYM SYMMETRICAL

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TOP OF CURB

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPERATURE

TERR TERRAZZO

TLT TOILET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TOW TOP OF WALL

TP TOP OF PAVEMENT

TRANS TRANSVERSE

TS TRANSITION STRIP

TYP TYPICAL

UC UNDERCUT

UG UNDERGROUND

UH UNIT HEATER

UNO UNLESS NOTED OTHERWISE

UR URINAL

UV UNIT VENTILATOR

V VOLT

VAV VARIABLE AIR VOLUME

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY DRIVE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WATT / WATER

W/ WITH

W/O WITHOUT

WAGD WASTE ANESTHESIA GAS DISPOSAL

WC WATER CLOSET

WD WOOD

WDW WINDOW

WH WATER HEATER / WALL HYDRANT

WP WEATHERPROOF

WPFG WATERPROOFING

WS WATER STOP

WT WEIGHT / WINDOW TREATMENT

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

YD YARD

YH YARD HYDRANT

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PROJ PROJECTION

PRV PRESSURE REGULATING VALVE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PTVC POINT OF VERTICAL CURVATURE

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

QT QUARRY TILE

R RADIUS / REGISTER

RA RETURN AIR

RB RESILIENT BASE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REF REFERENCE

REFL REFLECTED

REG REGISTER

REINF REINFORCED

REQD REQUIRED

REV REVERSE / REVISION

RF RETURN FAN

RGS RIGID GALVANIZED STEEL

RH ROOF HOOD / RELATIVE HUMIDITY / REHEAT

RHC REHEAT COIL

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RS RESILIENT SHEET

RT RESILIENT TILE

S STAIR / STAIN / SURFACE / SANITARY

SA SUPPLY AIR / SOUND ATTENUATOR

SAN SANITARY

SCH SCHEDULE

SD SMOKE DAMPER / SUB DRAIN / STORM SEWER

SECT SECTION

SF SUPPLY FAN

SHT SHEET

SIM SIMILAR

SOG SLAB-ON-GRADE

SP SUMP PUMP

SPEC SPECIFICATIONS

SQ SQUARE

SS SERVICE SINK / SANITARY SEWER

SSO STORM SEWER OVERFLOW

SSTL STAINLESS STEEL

STA STATION

STD STANDARD

STE STANDARD TAPERED END

STIFF STIFFENER

STIR STIRRUP

STL STEEL

M METER

M2 SQUARE METER

M3 CUBIC METER

MA MEDICAL AIR

MAINT MAINTENANCE

MAR MARBLE

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MBH 1000 BTUH

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MG MOTOR GENERATOR / MEDICAL GAS

MH MANHOLE

MIN MINIMUM

MLO MAIN LUGS ONLY

MM MILLIMETER

MO MASONRY OPENING

MTD MOUNTED

MTG MOUNTING

MULL MULLION

MV MEDICAL VACUUM

N NITROGEN

N2O NITROUS OXIDE

NEC NATIONAL ELECTRICAL CODE

NFPA NATIONAL FIRE PROTECTION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O/S OFFSET

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OX OXYGEN

OZ OUNCE

P PAINT / PUMP / PENDANT

PA PASCAL

PART PARTITION

PAVT PAVEMENT

PC POINT OF CURVATURE

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERP PERPENDICULAR

PHC PREHEAT COIL

PHVAC PLUMBING, HEATING, VENTILATING AND AIR

CONDITIONING

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PKG PARKING

PL PLASTIC LAMINATE / PROPERTY LINE / PLATE

HK2E HOOK TWO ENDS

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR

CONDITIONING

HW HOT WATER

HWC HOT WATER CIRCULATING

HZ HERTZ

IA INSTRUMENT AIR

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IN INCH

INSUL INSULATION

INT INTERIOR

JAN JANITOR

JB JUNCTION BOX

JP JOCKEY PUMP

JST JOIST

JT JOINT

KC MIL THOUSAND CIRCULAR MILS

KCJ KEYED CONSTRUCTION JOINT

KIT KITCHEN

KPA KILOPASCALS

KS KITCHEN SINK

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATTS

L LITER

LA LABORATORY AIR

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LF LINEAR FEET

LIN LINEAR

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMU LIGHTWEIGHT MASONRY UNITS

LONG LONGITUDINAL

LPM LITERS PER MINUTE

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LV LABORATORY VACUUM

LVL LEVEL

LVT LUXURY VINYL TILE

EQ EQUAL

EQUIP EQUIPMENT

ET EXPANSION TANK

EVAC MEDICAL GAS EVACUATION

EW EACH WAY

EWC ELECTRICAL WATER COOLER

EWH ELECTRICAL WATER HEATER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

F FIRE MAIN

FA FIRE ALARM

FCU FAN COIL UNIT

FD FLOOR DRAIN / FIRE DAMPER

FD / SD COMBINATION FIRE AND SMOKE DAMPER

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FDR FEEDER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FIX FIXTURE

FL FLOOR

FM FORCE MAIN / FACTORY MUTUAL

FP FIREPROOFING / FIRE PUMP

FPM FEET PER MINUTE

FR FIRE RATED

FRP FIBERGLASS REINFORCED PLASTIC

FS FLOW SWITCH

FT FEET

FTG FOOTING

FVC FIRE VALVE CABINET

G GAS / GRILLE

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GBD GRAVITY BACKDRAFT DAMPER

GEN GENERATOR

GFRC GLASS FIBER REINFORCED CONCRETE

GI GALVANIZED IRON

GL GLASS

GLB GLASS BLOCK

GP GLAZED PAINT

GPM GALLONS PER MINUTE

GR GRADE

GRV GRAVITY ROOF VENTILATOR

GWB GYPSUM WALLBOARD

GYP GYPSUM

HB HOSE BIBB

HC HEATING COIL

HDNR HARDENER

HDW HARDWARE

HDWD HARDWOOD

HK1E HOOK ONE END

CMP CORRUGATED METAL PIPE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT / CARBON MONOXIDE

CO2 CARBON DIOXIDE

COL COLUMN

COMB COMBINATION / COMBINE

COMP COMPRESSIBLE

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS / CONTINUATION

CONTR CONTRACTOR

CORR CORRIDOR

CP CEMENT PIPE

CPT CARPET

CS CONCRETE SEALER

CSF CUBIC FEET PER SECOND

CT CERAMIC TILE / COOLING TOWER

CTR CENTER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CUYD CUBIC YARD

CW COLD WATER

D DRAIN / DIFFUSER

DA DENTAL AIR

DBL DOUBLE

DEPR DEPRESSED

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIP DUCTILE IRON PIPE

DISC DISCONNECT

DISP DISPENSER

DIST DISTRIBUTION

DK DECK

DL DEAD LOAD

DN DOWN

DO DITTO

DPR DAMPER

DR DOOR

DS DOWNSPOUT

DV DENTAL VACUUM

DWG DRAWING

DWL DOWEL

DWP DOMESTIC WATER PUMP

EA EACH / EXHAUST AIR

EF EACH FACE / EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMBED EMBEDMENT

EMD ESTIMATED MAXIMUM DEMAND

EMT ELECTRICAL METAL TUBING

EP EPOXY PAINT

A/C AIR CONDITIONING

AB ANCHOR BOLT / AIR BLENDER

ABS ACRYLONITRILE-BUTADIENE-STYRENE

AC ALTERNATING CURRENT / AIR COMPRESSOR

ACP ASBESTOS CEMENT PIPE

ACU AIR CONDITIONING UNIT

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJACENT / ADJUSTABLE

ADR ACCESS DOOR

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATELY

APT APARTMENT

ARCH ARCHITECT(URAL)

ASPH ASPHALT

ATB AIR TERMINAL BOX

ATC ACOUSTICAL TILE CEILING

ATD AIR TRANSFER DUCT

ATU AIR TERMINAL UNIT

AUX AUXILIARY

AVG AVERAGE

AZ AZIMUTH

BB BALLED AND BURLAPPED

BD BOARD

BDD BACK DRAFT DAMPER

BE BOTTOM ELEVATION

BL BUILDING LINE

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK / BEAM

BR BARE ROOT

BRG BEARING

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C/C CENTER TO CENTER

CAB CABINET

CB CIRCUIT BREAKER / CATCH BASIN

CC COOLING UNIT

CE COVER ELEVATION

CEM CEMENT

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH CHILLER

CI CURB INLET / CAST IRON

CIP CAST IRON PIPE

CJ CONTROL JOINT OR CONTRACTION JOINT

CKT CIRCUIT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CM CENTIMETER

CMH CUBIC METER PER HOUR

ABBREVIATIONS

GENERAL NOTES ARCHITECTURAL

A. PARTITION AND WALLS

1 DIMENSIONS ARE TO FINISH FACE OF PARTITIONS, FACE OF CMU, FACE OF

EXISTING FINISH OR CENTER LINE OF COLUMNS UNLESS SHOWN OR NOTED

OTHERWISE.

2 PARTITIONS SHALL BE 3-5/8 INCH METAL STUDS AT 16 INCHES ON CENTER WITH

5/8" GYPSUM WALLBOARD EACH SIDE, UNLESS NOTED OTHERWISE.

3 THICKNESS OF CONCRETE MASONRY UNITS (CMU) AND LIGHT WEIGHT MASONRY

UNITS (LMU) PARTITIONS ARE NOMINAL UNLESS NOTED OTHERWISE.

4 EXTERNAL CORNERS OF BLOCK WALLS AND PARTITIONS SHALL BE BULLNOSE.

5 ALL PARTITIOINS SHALL EXTEND FROM FLOOR TO UNDER SIDE OF DECK ABOVE

EXCEPT WHERE NOTED OR SHOWN OTHERWISE.

6 EXTEND ALL SOUND RATED PARTITIONS TO THE UNDER SIDE OF DECK ABOVE TO

PREVENT SOUND TRANSMISSION. FURNISH 4-1/4 POUNDS DENSITY GLASS FIBER

INSULATION SHAPED TO FIT THE VOID ABOVE THE PARTITION WHERE AIR-BORNE

SOUND CAN PENETRATE SPACES.

7 FOR LOCATIONS OF FIRE-RATED PARTITIONS SEE CODE PLANS IN THE G SERIES.

8 CONTROL JOINTS SHALL BE PROVIDED ABOVE DOORS AT EACH SIDE IN STUD

AND GWB PARTITIONS.

9 EXPANSION JOINTS AT ALL FLOORS, CEILINGS AND WALLS THAT ARE EXPOSED

TO VIEW SHALL BE COVERED WITH EXPANSION JOINT COVERS APPROPRIATE

FOR FINISHED SURFACES.

10 ALL COLUMNS WITHIN FINISHED SPACES SHALL BE FINISHED WITH SAME

MATERIALS SCHEDULED AT WALLS UNLESS OTHERWISE SHOWN OR DETAILED.

11 PROVIDE ALL WALL AND FLOOR OPENINGS FOR MECHANICAL AND ELECTRICAL

ITEMS. ALL OPENINGS MORE THAN 16 INCHES WIDE IN MASONRY PARTITIONS

SHALL HAVE LINTELS AS SCHEDULED ON THE STRUCTURAL DRAWINGS.

12 FOR WALL PARTITION TYPES, SEE SHEET AE401.

13 EXTERIOR FACE BRICK SHALL EXTEND A MINIMUM OF 8 INCHES BELOW GRADE.

14 EXTERIOR CAST-IN-PLACE CONCRETE WALLS ABOVE FINISH GRADE SHALL BE

PAINTED.

15 WHEREVER GWB IS CALLED FOR, USE HIGH IMPACT GWB.

16 PROVIDE AND INSTALL 50 SQUARE FEET OF EIFS.

17 USE THIN-SET TILE APPLICATION AS INDICATED AND SPECIFIED.

B. DOORS AND FRAMES

1 PROVIDE LABELS ON DOORS AND FRAMES WHERE SCHEDULED.

2 INSTALL CONTINUOUS CAULKING AROUND METAL FRAMES UNLESS NOTED

OTHERWISE.

3 HOLLOW METAL FRAMES SHALL BE ANCHORED TO THE STRUCTURAL FLOOR

WITH A MINIMUM OF TWO (2) ANCHOR BOLTS.

4 HOLLOW METAL FRAMES IN MASONRY WALLS SHALL BE FILLED WITH GROUT.

5 HOLLOW METAL FRAMES IN STUD PARTITIONS SHALL BE FILLED WITH GROUT TO

THE DEPTH OF THE FRAME ANCHOR FULL HEIGHT FOR SOUND DAMPENING

BEFORE SETTING IN PLACE.

6 INSTALL CASING BEADS AND CAULK WHERE PLASTER ABUTS METAL FRAMES.

7 DOOR TYPES AND SIZES ARE SHOWN ON SHEET AE601.

C. MISCELLANEOUS

1 PRESSURE WASH ALL EXTERIOR MASONRY AND CONCRETE SURFACES.

2 ALL WALL HUNG CASEWORK, GRAB BARS, DOOR HARDWARE AND EQUIPEMENT

ATTACHED TO WALLS SHALL BE ANCHORED TO 2x6 FIRE RATED WOOD BLOCKING

ANCHORED BETWEEN STUDS UNLESS OTHERWISE NOTED. BLOCKING SHALL BE

CONTINUOUS AND LOCATED BOTH AT BOTTOM AND TOP OF EQUIPMENT.

3 REMOVE AND REPLACE ALL EXTERIOR SEALANT AND BACKER RODS / FILLER

STRIPS.

M E

N D

M E

N T

SEALSEALSEAL

CODE ANALYIS LEGEND

OCCUPANCY

AREA NAME

150 SF 00

00 OCC.

1 HOUR FIRE BARRIER PER IBC SECTION 706. OPENINGS

FIRE RATED FOR 45 MINUTES UNLESS SHAFT, EXIT

ENCLOSURE, OR EXIT PASSAGEWAY WALLS WHICH

REQUIRE 1 HOUR RATED OPENINGS.

EGRESS PATH WITH NAME, SEGMENT LENGTH, AND

DIRECTION INDICATED

EXIT INDICATOR BASIC: WITH NAME OF EXIT AND TOTAL

OCCUPANTS EXITING INDICATED

IBC OCCUPANCY GROUP

ROOM (NET) AND AREA (GROSS) TAGS INDICATING SQUARE

FOOTAGE / OCCUPANCY LOAD FACTOR, AND RESULTING

OCCUPANCY BELOW

1/2 HOUR FIRE PARTITION PER NFPA 101 SECTION 28.7.2.

OPENINGS FIRE RATED FOR 20 MINUTES AND SHALL NOT

BE REQUIRED TO BE SELF-CLOSING UNLESS OPENING TO

EXTERIOR EXIT ACCESS BALCONIES, WHICH SHALL BE

SELF-CLOSING AND SELF-LATCHING

PATH A

165 EXIT EXIT F

0.2 X 165 = 33" MIN

ACTUAL = 34.25"

EXIT INDICATOR ADVANCED: WITH NAME OF EXIT, TOTAL

OCCUPANTS EXITING INDICATED, SIZE OF OPENING VS

ACUTAL OPENING WIDTH

165 EXIT EXIT F

SEMI-RECESSED TYPE FIRE EXTINGUISHER CABINETFEC-1

SURFACE MOUNT TYPE FIRE EXTINGUISHER CABINETFEC-2

CODE DATA

1.1 APPLICABLE CODES & STANDARDS

1.1.1 UFC 1-200-01 20 JUNE 2016, INCLUDING CHANGE 1, 1 FEBRUARY 2018

1.1.3 UFC 3-600-01, 8 AUGUST 2016, INCLUDING CHANGE 2, 25 MARCH 2018

1.1.4 UFC 4-510-01, 1 MAY 2016, INLCUDING CHANGE 2, NOVEMBER 2017

1.1.5 INTERNATIONAL BUILDING CODE, 2015 (IBC)

1.1.6 ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS

1.1.7 NFPA 101, LIFE SAFETY CODE, 2018

1.1.8 NFPA 80, FIRE DOORS AND FIRE WINDOWS, 2019

1.1.9 NFPA 13R, INSTALLATION OF SPRINKLER SYSTEMS, 2019

1.1.10 NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2019

1.2 OCCUPANCY CLASSIFICATION

IBC CHAPTER 3

1.2.1 GROUP R-2 - RESIDENTIAL

NFPA 101 CHAPTER 6

1.2.4 HOTELS AND DORMITORIES

1.3 FIRE PROTECTION SYSTEMS

1.3.1 NFPA 13R AUTOMATIC SPRINKLER SYSTEM (UFC 3600-01, 4-2.2 & UFC

3-600-01, 6-1.1)

1.3.2 FIRE ALARM EVACUATION SYSTEM (UFC 3-600-01, 5-3.1)

1.3.3 MASS NOTIFICATION SYSTEM (UFC 4-010-01 & 4-021-01)

1.4 BUILDING HEIGHT & AREA LIMITATIONS - IBC CHAPTER 5

1.4.1 SECTION 508.3 RESIDENTIAL OCCUPANCIES: MIXED NON-SEPARATED

1.4.2 IBC TABLE 504.3 ALLOWABLE HEIGHT = 60'-0", ACTUAL = 35'-0"

1.4.3 IBC TABLE 504.4 ALLOWABLE STORIES = 4, ACTUAL = 3

1.4.4 IBC TABLE 506.2 ALLOWABLE AREA (AT) = 16,000 SF

AREA INCREASE DUE TO OPEN FRONTAGE (AF) = 12,000 SF

ALLOWABLE AREA PER FLOOR (AA) = AT + AF = 28,000

ACTUAL = 12,733 SF

1.5 EXISTING CONSTRUCTION TYPE - IBC CHAPTER 6 (NFPA 101)

1.5.1 TYPE III-B (332)

1.6 FIRE RESISTIVE REQUIREMENTS - IBC CHAPTER 6

1.6.1 PRIMARY STRUCTURAL FRAME = 0-HOUR RATING

1.6.2 BEARING WALLS, EXTERIOR =2-HOUR RATING

1.6.3 BEARING WALLS, INTERIOR = 0-HOUR RATING

1.6.4 NON-BEARING WALLS & PARTITIONS, EXTERIOR = 0-HOUR RATING

1.6.5 NON-BEARING WALLS & PARTITIONS, INTERIOR = 0-HOUR RATING

1.6.6 FLOOR CONSTRUCTION = 0-HOUR RATING

1.6.7 ROOF CONSTRUCTION = 0-HOUR RATING

1.7 MEANS OF EGRESS - NFPA 101, CHAPTER 7, 28

1.7.1 EGRESS CAPACITY CORRIDORS - NFPA 101 TABLE 7.3.3.1 = 0.2" PER

OCCUPANT

1.7.2 EGRESS CAPACITY STAIRWAYS - NFPA 101 TABLE 7.3.3.1 = 0.3" PER

OCCUPANT

1.7.3 MINIMUM NUMBER OF EXITS - NFPA 101 7.4.1.2 = 2 REQUIRED, 2 PROVIDED

1.7.4 MINIMUM WIDTH OF DOORS - NFPA 101 7.2.1.2.3.2 = 32" MINIMUM, 34"

PROVIDED

1.7.5 COMMON PATH OF TRAVEL NFPA 101 28.2.5.4 (HOTELS & DORMITORIES) =

50' MAXIMUM

1.7.6 TRAVEL DISTANCE - NFPA 101 28.2.6 (HOTELS & DORMITORIES) = 125'

MAXIMUM WITHIN A GUEST ROOM TO CORRIDOR DOOR. 200' MAXIMUM

FROM GUEST ROOM DOOR TO EXIT

1.7.7 ARRANGEMENT OF MEANS OF EGRESS - NFPA 101 7.5.1.3.3 & 7.5.1.3.6 =

MINIMUM SEPERATION BETWEEN AT LEAST TWO EXITS TO BE NOT LESS

THAN ONE-THIRD THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL

DIMENSION

1.7.8 DEAD END CORRIDOR - NFPA 101 28.2.5.6 (HOTELS & DORMITORIES) = 30'

MAXIMUM

1.8 SEPARATION REQUIREMENTS

1.8.1 EACH SLEEPING ROOM SHALL BE SEPARATED FROM OTHER SLEEPING ROOMS

BY WALLS AND FLOORS CONSTRUCTED AS FIRE BARRIERS HAVING A FIRE

RESISTANCE RATING OF NOT LESS THAN ½ HOUR - NFPA 101 28.3.7.2

1.8.2 DOORS THAT OPEN ONTO EXTERIOR EXIT ACCESS BALCONIES SHALL BE SELF-

CLOSING AND SELF-LATCHING - NFPA 101 28.3.6.2.3

1.8.3 EXTERIOR WAYS OF EXIT ACCESS: EXTERIOR EXIT ACCESS BALCONIES REQUIRE

NO SEPARATION FROM THE INTERIOR OF THE BUILDING WHEN DEAD ENDS ON

THE EXTERIOR EXIT ACCESS DO NOT EXCEED 20 FT. - NFPA 101 7.5.3.3

1.8.4 OUTSIDE STAIR SERVING AN EXIT ACCESS BALCONY THAT HAS TWO REMOTE

OUTSIDE STAIRWAYS SHALL BE PERMITTED TO EB UNPROTECTED - NFPA 101

7.2.2.6.3.1 EXCEPTION (1)

1.8.5 HAZARDOUS AREAS: LAUNDRY ROOMS OVER 100 SQ FT AND BOILER & FUEL-

FIRED EQUIPMENT ROOMS WILL BE SEPARATED FROM OTHER AREAS BY 1-HOUR

FIRE-RATED PARTITIONS AND SPRINKLERS - NFPA 101 TABLE 28.3.2.2.2. STORAGE

ROOMS OVER 24 SQ FT WILL BE SEPARATED FROM OTHER AREAS BY

PARTITIONS THAT RESIST PASSAGE OF SMOKE - NFPA 101 TABLE 28.3.2.2.2

1.9 FIRE DEPARTMENT (EMERGENCY) VEHICLE ACCESS

1.9.1 RESIDENTIAL BUILDING SHALL BE PROVIDED WITH ALL-WEATHER GROUND

ACCESS TO 3 SIDES OF THE BUILDING WITH A MINIMUM OF 2 SIDES HAVING

ACCESS TO SLEEPING ROOMS TO ALLOW EMERGENCY VEHICLES UNIMPEDED

ACCESS TO THE BUILDING. ALL-WEATHER GROUND ACCESS MUST BE PAVED,

START FROM THE ROAD, AND TERMINATE NO FARTHER THAN 33 FT FROM THE

BUIDING - UFC 3-600-01 2-10.1

1.9.2 ALL FORCE PROTECTION EQUIPMENT, SUCH AS BOLLARD OR GATES, MUST NOT

REQUIRE MORE THAN ONE PERSON TO REMOVE OR OPEN. ACCESS MAY

REQUIRE FIRE APPARATUS TO DRIVE OVER A CURB. ANY LOCKING DEVICE

CONTROLLING VEHICLE ACCESS MUST BE UNDER CONTROL OF THE FIRE

DEPARTMENT OR 24-HOUR SECURITY PERSONNEL LOCATED AT THE FACITILIY.

DIMENSIONS OF FIRE LANES AND TURNAROUNDS SHALL COMPLY WITH NFPA 1,

UNIFORM FIRE CODE. - UFC 3-600-01 2-10.2

1.9.3 ALL FIRE DEPARTMENT CONNECTIONS SHALL BE PROVIDED WITH SUITABLE ALL-

WEATHER GROUND ACCESS SURFACE FOR PUMPER APPARATUS WITHIN 150 FT -

UFC 3-600-01 2-10.4

1.9.4 FIRE DEPARTMENT ACCESS ROADS SHALL BE PROVIDED SUCH THAT ANY

PORTION OF THE FACILITY OR ANY PORTION OF THE EXTERIOR WALL OF THE

FIRST STORY OF THE BUILDING IS LOCATED NOT MORE THAN 450 FT FROM THE

FIRE DEPARTMENT ACCESS ROADS AS MEASURED BY AN APPROVED ROUTE

AROUND THE EXTERIOR OF THE BUILDING - NFPA 1 18.2.3.2.2.1

1.10 ADDITIONAL LIFE SAFETY CRITERIA

1.10.1 EMERGENCY LIGHTING SYSTEMS SHALL BE PROVDED IN ACCORDANCE WITH

NFPA 101 7.9

1.10.2 MEANS OF EGRESS SHALL BE PROVDED WITH SIGNS IN ACCORDANCE WITH

NFPA 101 7.10. SIGNS MUST HAVE LETTERING ON AN OPAQUE BACKGROUND.

INTERNALLY ILLUMINATED SIGNS MUST BE LIGHT EMITTING DIODE (LED) TYPE,

ELECTROLUMINESCENCE (LEC), OR COLD CATHODE TYPE. INCANDESCENT

FIXTURES ARE NOT PERMITTED. RADIOLUMINOUS EXIT SIGNS ARE NOT

PERMITTED - UFC 3-600-01 2-5.2

1.10.3 PORTABLE FIRE EXTINGUISHERS ARE NOT REQUIRED IN SPRINKLERED HOTEL

AND DORMITORIES OCCUPANCIES, PROVIDED IN LAUNDRY AND OTHER

HAZARDOUS AREAS - NFPA 101 28.3.5.8

PLAN

NORTH

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

DES DRW CHK

SHEET OF

2 3 4 5

1 2 3 4 5

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

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T H

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Y N

A V

A L F

A C

E N

E E

G C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE

A/E INFO

SEAL

AS NOTED

P L A N N I N G

A R C H I T E C T U R E

E N G I N E E R I N G

I N T E R I O R S

EST. 1915

N A

V A

L F

A C

E N

E E

G C

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M A

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S Y

M D

E S

C R

D A

T E

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UNCLASSIFIED

U N

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A M

U s e rs \k s h e n

\D o c u m e n ts

\A u to d e s k \R e v it

P ro je c ts

\B E

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100% CD - SEPTEMBER 2019

L A

D J o b N o -1

-0

GI003

C O

D E

E S

A F

E T

Y A

N A

L Y

R E

P A

T O

B E

10 Tenth Street N.E., Suite 200 Atlanta, GA 30309 Tel 404.874.8333 Fax 404.874.8330

6970752

C H

E R

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P O

12798471

N A

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-A T

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M a ri n e C o rp s A ir S ta ti o n

M C

A S

MARMAR NSJ

LIFE SAFETY ANALYSIS - AREA SCHEDULE

NAME AREA USE CLASSIFICATION (2015 IBC, TABLE 1004.1.2)

DESIGN OCCUPANT LOAD

LOAD

FACTOR

GROSS OR

NET

OCCUPANTS

FIRST FLOOR

Mechanical 1648 SF Accessory Storage Areas, Mechanical Equipment Room 300 SF Gross 6

Assembly 405 SF Assembly w/o Fixed Seats - Unconcentrated (Tables and Chairs) 15 SF Net 27

Business 1399 SF Business Areas 100 SF Gross 15

SECOND FLOOR

Mechanical 1629 SF Accessory Storage Areas, Mechanical Equipment Room 300 SF Gross 6

Residential 1236 SF Residential 200 SF Gross 7

THIRD FLOOR

Mechanical 1624 SF Accessory Storage Areas, Mechanical Equipment Room 300 SF Gross 6

Assembly 618 SF Assembly w/o Fixed Seats - Unconcentrated (Tables and Chairs) 15 SF Net 42

Residential 659 SF Residential 200 SF Gross 5

Grand total 9219 SF 114

SLEEPING ROOMS ARE APPROX. 250 SQ FT PER ROOM WITH 2 PERSONS PER ROOM.

FIRST FLOOR = 46 SLEEPING ROOMS X 2 PERSONS = 76 PERSONS OCCUPANT LOAD + 24 = 116 TOTAL OCCUPANTS SECOND FLOOR = 48 SLEEPING ROOMS X 2 PERSONS = 96 PERSONS OCCUPANT LOAD + 13 = 109 TOTAL OCCUPANTS THIRD FLOOR = 48 SLEEPING ROOMS X 2 PERSONS = 96 PERSONS OCCUPANT LOAD + 13 = 109 TOTAL OCCUPANTS 334 TOTAL OCCUPANTS

SCALE: NTS

CODE SITE PLAN

824 SF

Mechanical

1236 SF

Residential805 SF

Mechanical

OCCUPANCY

R2 F

E C

-2

F E

C -2

A C

T U

A L

0.2 X 35 = 7" MIN

ACTUAL = 32"

0.2 X 35 = 7" MIN

ACTUAL = 32"

FEC-1

PATH 1 - SECOND

NFPA 101 Use Classification (Ch. 7)

Accessory Storage Areas, Mechanical Equipment Room

Residential

FEC-1

1358 SF

Business

820 SF

Mechanical

827 SF

Mechanical

OCCUPANCY

F E

C -2

F E

C -2

A C

T U

A C

T U

COMMON PATH

NFPA 101 Use Classification (Ch. 7)

Accessory Storage Areas, Mechanical Equipment Room

Assembly w/o Fixed Seats - Unconcentrated (Tables and Chairs)

Business Areas

405 SF

Assembly

FEC-1

618 SF

Assembly

822 SF

Mechanical

802 SF

Mechanical

OCCUPANCY

F E

C -2

F E

C -2

A C

T U

0.2 X 35 = 7" MIN

ACTUAL = 32"

0.2 X 35 = 7" MIN

ACTUAL = 32"

FEC-1

PATH 2 - THIRD

NFPA 101 Use Classification (Ch. 7)

Accessory Storage Areas, Mechanical Equipment Room

Assembly w/o Fixed Seats - Unconcentrated (Tables and Chairs)

Residential

614 SF

Residential

TRUE

NORTH

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

DES DRW CHK

SHEET OF

2 3 4 5

1 2 3 4 5

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

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N T

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T H

E N

A V

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A V

A L F

A C

E N

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G C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE

A/E INFO

SEAL

AS NOTED

P L A N N I N G

A R C H I T E C T U R E

E N G I N E E R I N G

I N T E R I O R S

EST. 1915

N A

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\D o c u m e n ts

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\B E

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P L A

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10 Tenth Street N.E., Suite 200 Atlanta, GA 30309 Tel 404.874.8333 Fax 404.874.8330

6970752

C H

E R

R Y

P O

12798472

N A

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M a ri n e C o rp s A ir S ta ti o n

M C

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EWMMAR NSJ

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

SECOND FLOOR LIFE SAFETY PLAN

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

FIRST FLOOR LIFE SAFETY PLAN

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

THIRD FLOOR LIFE SAFETY PLAN

EGRESS PATH SCHEDULE

PATH NAME TRAVEL DISTANCE

MAXIMUM

ALLOWABLE

COMMON PATH 37'-1" 50'

PATH 1 - SECOND FL 181'-1" 200'

PATH 2 - THIRD FL 181'-1" 200'

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

0 16' 32'

E S

BUILDING 4311

BUILDING 4313

EQUIPMENT

ENCLOSURE

GI401

AS01

EQUIPMENT

ENCLOSURE

AS04 AS04

GENERAL SITE NOTES

1. TRIM BRANCHES OF TREES DIRECTLY ADJACENT TO THE BUILDING. ALL

BRANCHES 2 INCHES AND SMALLER WILL BE TRIMMED TO A HEIGHT OF 8’-0”.

2. REMOVE ROOTS OF DEAD TREES.

3. REMOVE AND REPLACE DAMAGED SIDEWALKS DIRECTLY ADJACENT TO THE

BUILDING.

FIRE HYDRANT

SITE LEGEND

TRUE

NORTH

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

DES DRW CHK

SHEET OF

2 3 4 5

1 2 3 4 5

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

D E

P A

R T

M E

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A V

Y N

A V

A L F

A C

E N

E E

G C

O M

M A

N D

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE

A/E INFO

SEAL

AS NOTED

P L A N N I N G

A R C H I T E C T U R E

E N G I N E E R I N G

I N T E R I O R S

EST. 1915

N A

V A

L F

A C

E N

E E

G C

O M

M A

N D

S Y

M D

E S

C R

D A

T E

A P

P R

UNCLASSIFIED

U N

S S

A M

U s e rs \k s h e n

\D o c u m e n ts

\A u to d e s k \R e v it

P ro je c ts

\B E

-A

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100% CD - SEPTEMBER 2019

L A

D J o b N o -1

-0

GI101

E P

L A

R E

P A

T O

B E

10 Tenth Street N.E., Suite 200 Atlanta, GA 30309 Tel 404.874.8333 Fax 404.874.8330

6970752

C H

E R

R Y

P O

12798473

N A

V F

A C

-A T

L A

N T

M a ri n e C o rp s A ir S ta ti o n

M C

A S

KSVNP EJD

SCALE: 1" = 50'-0"

SITE PLAN

SCALE : 1" = 50'-0"

0 50' 100'

KEYNOTE LEGEND

KEY DESCRIPTION

AS01 SCOPE OF WORK BOUNDARY/CONTRACTOR FENCE

AS04 REMOVE EXISTING TREE AND ROOTS. RESTORE GRADE TO MATCH ADJACENT

GRADE.

SEALSEAL

EQUIPMENT ENCLOSURE GENERAL NOTES

1. REPAIR DAMAGE TO ENCLOSURE WALL.

2. PROVIDE METAL COPING TO TOP OF THE ENCLOSURE WALL.

3. REPLACE METAL GATES AND HARDWARE.

4. REPOINT WALL FOR AREAS WITH CRACKED MORTAR JOINTS OR WALL EROSION

GREATER THAN 1/4"

5. REMOVE THE MORTAR TO A MINIMUM OF 3/4" DEEP. REPACK THE JOINTS AND

TOOL TO MATCH EXISTING CONSTRUCTION.

6. REMOVE AND REPLACE ANY CRACKED BRICKS AND BRICKS DAMAGED FROM

MORTAR REMOVAL± 8'-0"

GI401A1

GI401A2

AS02

GI401

EXISTING BRICK MASONRY WALL

24 GAUGE ALUMINUM-ZINC

COPING WITH KYNAR

COATING AND 24 GAUGE

ALUMINUM-ZINC CONTINUOUS

CLEAT OF EACH SIDE. COLOR

SHALL MATCH ROOF COLOR

OF THE BUILDING SERVED

NEW 2X8 PRESERVATIVE

TREATED WOOD BLOCKING

ANCHOR TO EXISTING

CONCRETE CAP BLOCK

WITH 1/2" ⌀ EPOXY

ANCHOR AT 32" ON CENTER

EXISTING CONCRETE

CAP BLOCK

EXISTING PILASTER BEYOND

PROVIDE SELF-ADHERING

MEMBRANE BETWEEN

PRESERVATIVE TREATED

LUMBER AND ALL METAL

COMPONENTS, TYP

TRUE

NORTH

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

DES DRW CHK

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APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE

A/E INFO

SEAL

AS NOTED

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10 Tenth Street N.E., Suite 200 Atlanta, GA 30309 Tel 404.874.8333 Fax 404.874.8330

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SCALE : 1" = 50'-0"

0 50' 100'

KEYNOTE LEGEND

KEY DESCRIPTION

AS02 EXISTING GATE AND HARDWARE: POWER TOOL CLEAN IN ACCORDANCE WITH

SSPC-SP3, PRIME AND PAINT IN ACCORDANCE WITH SPECIFICATION SECTION 09 90

00.

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

ENLARGED PLAN OF EQUIPMENT ENCLOSURE

1/2'

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

0 1' 1 1/2'

SCALE: 12" = 1'-0"

PHOTO

SCALE: 12" = 1'-0"

PHOTO

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

SCREEN WALL METAL CAP

IF SHEET MEASURES LESS THAN 22" X 34" IT IS A

REDUCED PRINT. REDUCE SCALE ACCORDINGLY

DES DRW CHK

SHEET OF

2 3 4 5

1 2 3 4 5

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

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APPROVED

FOR COMMANDER NAVFAC

ACTIVITY

SATISFACTORY TO DATE

A/E INFO

SEAL

AS NOTED

P L A N N I N G

A R C H I T E C T U R E

E N G I N E E R I N G

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10 Tenth Street N.E., Suite 200 Atlanta, GA 30309 Tel 404.874.8333 Fax 404.874.8330

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ERGERG QTL

30. REINFORCEMENT EMBEDDED IN GROUT SHALL HAVE A THICKNESS OF GROUT BETWEEN THE REINFORCEMENT AND MASONRY UNITS NOT LESS THAN 1/2 INCH.

29. CLEAR COVER FROM THE EXTERIOR MASONRY SURFACE TO THE OUTERMOST SURFACE OF THE REINFORCEMENT SHALL BE 2 INCHES.

28. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF CONTROL JOINTS, MASONRY OPENINGS AND EMBEDDED ANCHORS FOR DOORS, EXTEND CONTROL JOINTS

FULL HEIGHT OF CMU WALL.

27. ALL BEARING PLATES SHALL BE CENTERED ON WALLS UNLESS NOTED OTHERWISE, SEE DETAILS.

26. FILL ALL BLOCK LINTELS AND BOND BEAMS SOLID WITH CMU GROUT CORE-FILL.

25. ALL STEEL LINTELS LOCATED IN EXTERIOR WALLS SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123, PREPARED, AND FIELD PAINTED AS SPECIFIED. REPAIR GALVANIZED SURFACES THAT ARE DAMAGED BY WELDING IN ACCORDANCE WITH ASTM A780.

H. ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE

G. LONG-PERIOD TRANSITION 8 SECOND PERIOD, TL 24. ALL MASONRY LINTELS SHALL BEAR A MINIMUM OF 2’-0" ON SOLID MASONRY. FILL BLOCK CORES UNDER ALL BEARINGS WITH CONCRETE CMU VERTICAL CORE-FILL A MINIMUM OF 3 COURSES DOWN FOR A 2’-0" LENGTH OF WALL UNLESS NOTED OTHERWISE.

F. SEISMIC IMPORTANCE FACTOR 1.00 (UFC 3-301-01, TABLE 2-2

E. SEISMIC DESIGN CATEGORY C (IBC TABLE 1613.5.6 (1) & (2)) 23. ALL STEEL LINTELS SHALL BEAR A MINIMUM OF 8" ON SOLID MASONRY. FILL BLOCK CORES UNDER ALL BEARINGS WITH CONCRETE CMU VERTICAL CORE-FILL A

MINIMUM OF 3 COURSES DOWN FOR A 2’-0" LENGTH OF WALL UNLESS NOTED OTHERWISE.

D. SITE CLASSIFICATION E (PER GEOTECH REPORT) C. 6'-8" < OPENINGS ≤ 8'-0": 12"x32" BOND BEAM W/ 2-#5 CONT EACH COURSE (4 COURSES)

VI. SD1 0.140 B. 3'-4" < OPENINGS ≤ 6'-8": 12"x24" BOND BEAM W/ 2-#5 CONT EACH COURSE (3 COURSES)

V. SDS 0.200 A. OPENINGS ≤ 3'-4": 12"x16" BOND BEAM W/ 2-#5 CONT EACH COURSE (2 COURSES)

IV. Fv 3.500

III. Fa 2.500 22. FOR ALL OPENINGS, THROUGH EXTERIOR MASONRY WALLS INCLUDING MECHANICAL AND ELECTRICAL OPENINGS, PROVIDE ONE OF THE FOLLOWING UNLESS

NOTED OTHERWISE.

II. S1 0.060 (UFC 3-301-01, TABLE E-3) (2) - #5 BOT (2) - #5 BOT (1) - #5 BOT

I. SS 0.120 (UFC 3-301-01, TABLE E-3) 12" BLOCK 8" BLOCK 6" BLOCK

C. MAPPED SPECTRAL RESPONSE ACCELERATIONS: D. BLOCK LINTELS FOR INTERIOR NON-BEARING WALLS UP TO 8'-0" SPAN: (16" HIGH UNLESS NOTED OTHERWISE)

B. RISK CATEGORY II (UFC 3-301-01, TABLE 2-2) (2) - #4 BOT (2) - #4 BOT (1) - #4 BOT

A. ALL LOADS BASED ON IBC / ASCE 7 / UFC / VA SEISMIC DESIGN REQUIREMENTS H-18-8 12" BLOCK 8" BLOCK 6" BLOCK

6. DESIGN SEISMIC LOADS: C. BLOCK LINTELS FOR INTERIOR NON-BEARING WALLS UP TO 4'-0" SPAN: (8" HIGH UNLESS NOTED OTHERWISE)

(2) - 6"x 3 1/2" x 5/16" (LLV) INTERIOR NON-BEARING WALL FOR SPANS UP TO 6'-0”

(2) - 5"x 3 1/2" x 5/16" (LLV) INTERIOR NON-BEARING WALL FOR SPANS UP TO 5'-0”

(2) - 3 1/2"x 3 1/2" x 1/4" INTERIOR NON-BEARING WALL FOR SPANS UP TO 4'-0”

J. PROJECT IS LOCATED IN WIND-BORNE DEBRIS REGION. GLAZED OPENINGS SHALL BE PROTECTED WITH AN IMPACT-PROTECTIVE SYSTEM OR SHALL BE IMPACT-RESISTANT GLAZING SUBJECTED TO MISSILE TEST AND CYCLIC PRESSURE DIFFERENTIAL TESTS IN ACCORDANCE WITH ASTM E1996.

5. CUTTING OF EXISTING STRUCTURAL STEEL IS PROHIBITED WITHOUT APPROVAL FROM THE ENGINEER B. STEEL ANGLE LINTELS FOR 8" WIDE CMU:

I. INTERIOR WALLS SHALL HAVE 5 PSF LATERAL LOAD APPLIED IN THE ABSENCE OF ANY WIND LOAD EFFECTS. (1) - 6"x 3 1/2" x 5/16" (LLV) INTERIOR NON-BEARING WALL FOR SPANS UP TO 6'-0”

H. COMPONENT AND CLADDING LOADING AS INDICATED ON DRAWINGS (1) - 5"x 3 1/2" x 5/16" (LLV) INTERIOR NON-BEARING WALL FOR SPANS UP TO 5'-0”

G. WIND IMPORTANCE FACTOR, Iw 1.00 (ASCE 7-10, TABLE 1.5-2) 4. WHEN CUTTING A NEW OPENING IN EXISTING CONCRETE OR MASONRY, THE CONTRACTOR SHALL NOT OVER CUT AT CORNERS. CORE-DRILL, CHIP AND GRIND AS REQUIRED AT CORNERS. A LAYOUT OF ALL PROPOSED OPENINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER PRIOR TO SAWCUTTING.

(1) - 3 1/2"x 3 1/2" x 1/4" INTERIOR NON-BEARING WALL FOR SPANS UP TO 4'-0”

F. INTERNAL PRESSURE COEFFICIENT, GPi +/- 0.18 A. STEEL ANGLE LINTELS FOR 4" WIDE CMU:

E. ENCLOSURE CLASSIFICATION ENCLOSED 3. PROVIDE ALL SHORING, BRACING, ETC., AS REQUIRED TO TEMPORARILY SUPPORT THE EXISTING STRUCTURE DURING REMOVAL OF EXISTING STRUCTURAL

ELEMENTS.

D. WIND EXPOSURE C 2. CONTRACTOR IS SOLELY RESPONSIBLE FOR PROTECTION OF EXISTING BUILDING DURING ALL PHASES OF CONSTRUCTION. 21. FOR ALL OPENINGS, THROUGH INTERIOR MASONRY WALLS INCLUDING MECHANICAL AND ELECTRICAL OPENINGS, PROVIDE ONE OF THE FOLLOWING UNLESS

NOTED OTHERWISE.

C. RISK CATEGORY II (UFC 3-301-01, TABLE 2-2)

B. NOMINAL DESIGN WIND SPEED (3-SECOND GUST) Vasd = 108 MPH 1. BEFORE FABRICATION AND ERECTION OF ANY MATERIALS, FIELD VERIFY ALL EXISTING ELEVATIONS, DIMENSIONS AND CONDITIONS AS SHOWN ON THE

DRAWINGS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT AT ONCE.

20. BOND BEAM REINFORCEMENT SHALL BE CONTINUOUS AT CONTROL JOINTS, CORNERS, AND STEPPED BOND BEAMS - LAP REINFORCEMENT PER MASONRY LAP

SPLICE LENGTH SCHEDULE.

A. ULTIMATE DESIGN WIND SPEED (3-SECOND GUST) Vult = 138 MPH C. EXISTING CONSTRUCTION: C. OPENINGS > 8’-8”: 4 CORES

5. WIND CRITERIA: B. 4'-0" < OPENINGS < 8'-8": 3 CORES

A. OPENINGS < 4'-0": 2 CORES

G. THERMAL FACTOR, Ct 1.00 (ASCE 7-10, TABLE 7-3) 19. JAMB REINFORCING UNO: REINFORCE NUMBER OF CORES SHOWN BELOW WITH 2-#5 BARS (1 EACH FACE, FULL HEIGHT) EACH SIDE OF OPENING.

F. EXPOSURE FACTOR, Ce 1.00 (ASCE 7-10, TABLE 7-2)

E. SNOW IMPORTANCE FACTOR, Is 1.00 (ASCE 7-10, TABLE 1.5-2) 11. COORDINATION WITH OTHER TRADES: THE CONTRACTOR SHALL COORDINATE ALL DEPRESSIONS, DIMENSIONS, ELEVATIONS, SLEEVES, CHASES, HANGERS, OPENINGS, INSERTS, ANCHORS, EQUIPMENT SUPPORTS, AND DETAILS WITH THE ENTIRE CONTRACT DOCUMENT PACKAGE, INCLUDING SPECIFICATIONS AND ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. FOR CONCRETE AND MASONRY CONSTRUCTION THE INSERTS, EMBEDDED PLATES, ETC. SHALL NOT INTERFERE WITH REINFORCEMENT LOCATIONS.

18. WHERE NOTED ON THE DRAWINGS, PROVIDE STANDARD HOOKS IN CONFORMANCE WITH LAP SPLICE SCHEDULE, UNLESS OTHERWISE INDICATED.

D. RISK CATEGORY II (UFC 3-301-01, TABLE 2-2) 17. LAP ALL HORIZONTAL REINFORCEMENT PER MASONRY LAP SPLICE LENGTH SCHEDULE, UNLESS OTHERWISE DETAILED.

C. FLAT ROOF SNOW LOAD, Pf 10 PSF 10. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF

CONSTRUCTION SHALL BE USED, SUBJECT TO APPROVAL BY THE ENGINEER.

16. LAP ALL VERTICAL REINFORCEMENT PER MASONRY LAP SPLICE LENGTH SCHEDULE, UNLESS OTHERWISE DETAILED.

B. GROUND SNOW LOAD, Pg 10 PSF 15. PROVIDE VERTICAL REINFORCEMENT FULL HEIGHT OF WALL (FOOTING TO TOP OF WALL) - DOWEL TO FOOTING.

A. ROOF SNOW LOADS, APPLIED IN ACCORDANCE WITH THE BUILDING CODE INDICATED HEREIN.

4. SNOW LOADS: 14. PLACE BOND BEAMS AT BOTTOM COURSE, TOP COURSE, AND 4’-0” OC MAX, OR AS CALLED OUT ON PLANS, WHICHEVER IS THE LEAST SPACING, REINFORCED

WITH (2)-#5 BARS (1 EACH FACE, CONTINUOUS).

G. ROOF LIVE LOAD 20 PSF

9. THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR TEMPORARY GUYING, SHORING, BRACING, FORMING, ETC. TO HOLD THE STRUCTURE IN PROPER ALIGNMENT AND TO WITHSTAND ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING LATERAL LOADS, TEMPERATURE DIFFERENTIALS, STOCKPILES OF MATERIAL AND EQUIPMENT. SUCH MEASURES SHALL BE LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY AND UNTIL ALL FRAMING AND CONNECTIONS INCLUDING ROOF DECK ARE IN PLACE.

THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF SUCH TEMPORARY MEASURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

13. ALL MASONRY WALLS SHALL BE REINFORCED WITH THE FOLLOWING HORIZONTAL REINFORCEMENT AT A MINIMUM: AT LEAST TWO LONGITUDINAL WIRES OF W1.7 (LADDER TYPE) BED JOINT REINFORCEMENT SPACED NOT MORE THAN 1'-4" OC MAX, OR AS CALLED OUT ON PLANS, WHICHEVER IS THE LEAST SPACING.

F. (**) AT SERVER ROOM, THE CONCENTRATED LOAD INDICATED SHALL BE DISTRIBUTED OVER AN AREA OF 4.5 INCHES BY 4.5 INCHES, AND LOCATED AS TO

PROVIDE THE MAXIMUM LOAD EFFECTS IN THE STRUCTURAL MEMBERS.

12. ALL MASONRY WALLS SHALL BE REINFORCED WITH THE FOLLOWING HORIZONTAL REINFORCEMENT AT A MINIMUM: (2) #5 HORIZONTALS PER CELL (1 EACH FACE, CONTINUOUS) AT 4’-0” OC MAX, OR AS CALLED OUT ON PLANS, WHICHEVER IS THE LEAST SPACING.

E. (*) UNLESS OTHERWISE INDICATED, THE CONCENTRATED LOAD INDICATED WAS DISTRIBUTED OVER AN AREA OF 2.5 FEET BY 2.5 FEET (6.25 SQUARE FEET), AND LOCATED AS TO PROVIDE THE MAXIMUM LOAD EFFECTS IN THE STRUCTURAL MEMBERS.

8. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS AND MANNER OF CONSTRUCTION AND FOR THE SAFETY OF PERSONS AND PROPERTY.

CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK. THE ENGINEER WILL NOT

ADVISE ON NOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS.

11. ALL MASONRY WALLS SHALL BE REINFORCED WITH THE FOLLOWING VERTICAL REINFORCEMENT AT A MINIMUM: (2) #5 VERTICALS PER CELL (1 EACH FACE, FULL HEIGHT) AT 4’-0” OC MAX FOR 12" WALLS, OR AS CALLED OUT ON PLANS, WHICHEVER IS THE LEAST SPACING.

OFFICES 50 2,000

WALKWAYS AND ELEVATED PLATFORMS 60 - 7. CONTRACTOR SHALL ENSURE NO STRUCTURAL MEMBERS OR ELEMENTS ARE DAMAGED OR ALTERED BY OTHER TRADES. ANY SUCH DAMAGE THAT DOES OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

10. ALL MASONRY WALLS SHALL BE REINFORCED WITH THE FOLLOWING VERTICAL REINFORCEMENT AT A MINIMUM: (1) #5 VERTICALS PER CELL (CENTERED, FULL HEIGHT) AT 4’-0” OC MAX FOR 8" WALLS, OR AS CALLED OUT ON PLANS, WHICHEVER IS THE LEAST SPACING.

CORRIDORS ABOVE FIRST FLOOR 80 2,000 6. ALL WALL FOOTINGS SHALL BE CENTERED ON WALLS UNLESS NOTED OTHERWISE.

STAIRS AND EXIT WAYS 100 - 5. ALL COLUMN FOOTINGS SHALL BE CENTERED ON COLUMNS UNLESS NOTED OTHERWISE. 9. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING NECESSARY TO LATERALLY SUPPORT ALL CONCRETE MASONRY WALLS AS REQUIRED.

RESTROOMS 100 1,000 4. ALL COLUMNS SHALL BE CENTERED ON GRID LINES UNLESS NOTED OTHERWISE.

LOBBIES AND FIRST FLOOR CORRIDORS 100 2,000 D. USING SELF-CONSOLIDATING FINE GROUT MIX DESIGN, LIFTS ARE NOT TO EXCEED 24’-0” IN HEIGHT AND CLEAN-OUTS ARE TO BE PROVIDED AT THE

BOTTOM OF EACH LIFT HIGHER THAN 4’-0”, EACH CELL, PER ACI 530, LATEST EDITION.

MECHANICAL / ELECTRICAL ROOM 150 2,000 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING AND BRACING OF ALL THE NEW (AND/OR EXISTING) STRUCTURES FOR ALL

LOADS THAT MAY BE IMPOSED DURING CONSTRUCTION.

C. USING SELF-CONSOLIDATING COARSE GROUT MIX DESIGN, LIFTS ARE NOT TO EXCEED 12’-8” IN HEIGHT AND CLEAN-OUTS ARE TO BE PROVIDED AT THE

BOTTOM OF EACH LIFT HIGHER THAN 4’-0”, EACH CELL, PER ACI 530, LATEST EDITION.

OCCUPANCY UNIFORMLY DISTRIBUTED LOAD

(PSF)

CONCENTRATED LOAD * (LBS) A. OPENINGS THROUGH FLOORS AND ROOFS, WHICH MEASURE 12 INCHES OR LESS IN ALL DIRECTIONS, MAY BE CORED DRILLED (AT CONCRETE FILL) OR

CUT (AT ROOF DECK).

B. USING STANDARD GROUT MIX DESIGN, AS SPECIFIED, LIFTS ARE NOT TO EXCEED 8’-0” IN HEIGHT AND CLEAN-OUTS ARE TO BE PROVIDED AT THE BOTTOM

OF EACH LIFT HIGHER THAN 4’-0”, EACH CELL, PER ACI 530, LATEST EDITION.

CODE SPECIFIED MINIMUM FLOOR LIVE LOAD

2. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF WALL, ROOF AND FLOOR OPENINGS AND SLEEVES, AND CONCRETE PADS UNDER EQUIPMENT. THE CONTRACTOR SHALL VERIFY EXACT SIZE AND LOCATION WITH EQUIPMENT FURNISHED. OPENINGS IN STRUCTURE

TO BE HANDLED AS FOLLOW:

A. PROVIDE CLEANOUTS IN THE BOTTOM COURSE OF MASONRY FOR EACH GROUT POUR WHEN THE GROUT POUR HEIGHT EXCEEDS 4’-0”, PER ACI 530, LATEST EDITION.

D. TYPICAL MINIMUM LIVE LOAD USED FOR DESIGN = 100 PSF AND 1,000 LBS CONCENTRATED LOAD. 8. GROUT USED IN MASONRY WALLS:

C. LIVE LOAD REDUCTIONS APPLIED AS PER BUILDING CODE. 7. ALL MASONRY SHALL BE LAID IN RUNNING BOND. STACK BOND CONSTRUCTION IS NOT PERMITTED.

6. LINTEL UNITS SHALL NOT BE USED IN LIEU OF BOND BEAM UNITS.

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (INCLUDING FIELD VERIFICATIONS OF EXISTING CONDITIONS AND DIMENSIONS) BEFORE STARTING WORK OR FABRICATING ANY REINFORCING STEEL, STRUCTURAL STEEL, COLD-FORMED STEEL ELEMENTS, OR OTHER STRUCTURAL ELEMENTS. THE ARCHITECT, CONTRACTING OFFICER AND ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY DISCREPANCIES FOUND.

5. GROUT FOR REINFORCED CONCRETE MASONRY SHALL CONFORM TO ASTM C476.

B. WHERE THE LIVE LOADS FOR WHICH EACH FLOOR OR PORTION THEREOF OF A COMMERCIAL AND INDUSTRIAL BUILDING IS OR HAS BEEN DESIGNED TO EXCEED 50 PSF, SUCH DESIGN LIVE LOADS SHALL BE CONSPICUOUSLY POSTED BY THE OWNER IN THAT PART OF EACH STORY IN WHICH THEY APPLY, USING DURABLE SIGNS. IT SHALL BE UNLAWFUL TO REMOVE OR DEFACE SUCH NOTICES.

B. CONTRACTOR RESPONSIBILITIES: 4. GROUT COMPRESSIVE STRENGTH OF CONCRETE MASONRY, f'g = 2,000 PSI

3. NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY, f'm = 2,000 PSI.

I. ANCHOR RODS (ASTM F1554, GRADE 36) Fy = 36,000 PSI 2. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S.

IV. OTHERWISE, ASTM A706, GRADE 60 Fy = 60,000 PSI 1. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90.

A. THE "TYPICAL MINIMUM LIVE LOAD USED FOR DESIGN" INDICATED BELOW WAS USED FOR ALL OCCUPANCY OR USE TYPES, EXCEPT THOSE WHERE THE "CODE-SPECIFIED MINIMUM LIVE LOADS" ARE GREATER, IN WHICH CASE THE ASSOCIATED LIVE LOAD INDICATED IN THE TABLE WAS USED FOR DESIGN.

SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR THE DEFINITION OF SPACES.

F. CONCRETE MASONRY:

3. DESIGN LIVE LOADS: III. MINIMUM ELONGATION IN 8 INCHES SHALL BE AT LEAST 14 PERCENT FOR BAR SIZES NO. 3 THROUGH NO. 6, AT LEAST 12 PERCENT FOR BAR SIZES

NO. 7 THROUGH NO. 11, AND AT LEAST 10 PERCENT FOR BAR SIZES NO. 14 AND NO. 18

II. THE RATIO OF THE TESTED TENSILE STRENGTH TO THE TESTED YIELD STRENGTH IS NOT LESS THAN 1.25.

A. ROOF DEAD LOAD 20 PSF I. THE TESTED YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED Fy BY MORE THAN 18,000 PSI 11. CONDUITS, PIPES, AND SLEEVES SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN 1/3 THE OVERALL THICKNESS OF THE CONCRETE ELEMENT IN WHICH

THEY ARE EMBEDDED.

2. DESIGN ROOF DEAD LOADS: IF THE FOLLOWING CONDITIONS ARE MET:

H. TYPICAL BARS (ASTM A615, GRADE 60) Fy = 60,000 PSI 10. CONDUITS, PIPES, AND SLEEVES IN CONCRETE SHALL BE NO CLOSER THAN (3) DIAMETERS ON CENTER. MINIMUM SPACING OF CONDUITS, PIPES OR SLEEVES

OF DIFFERENT DIAMETERS SHALL BE DETERMINED USING THE LARGER DIAMETER.

9. REINFORCING STEEL:

9. NO PENETRATIONS (SUCH AS PIPE SLEEVES, ELECTRICAL CONDUITS, ETC.) THROUGH ANY STRUCTURAL MEMBER, SHALL BE…

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