2020-08-21 JBA B3623 Renovation_Original Documents_Drawings (FINAL).pdf

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BLD. 3623

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

US Army Corps of Engineers ®

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W912DR-16-D-0008

08/21/2020

JOINT BASE ANDREWS, MARYLAND

BUILDING 3623 RENOVATION

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B1 LOCATION MAP

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B5 VICINITY MAP

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SHEET

NUMBER SHEET ID SHEET TITLE

PLUMBING

35 P-001 PLUMBING GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

36 PD101 DOMESTIC WATER FLOOR PLAN - DEMOLITION

37 PD102 SANITARY FLOOR PLAN - DEMOLITION

38 P-101 DOMESTIC WATER FLOOR PLAN - NEW WORK

39 P-102 SANITARY FLOOR PLAN - NEW WORK

40 P-501 RISERS

41 P-601 PLUMBING SCHEDULE

MECHANICAL

42 M-001 MECHANICAL GENERAL NOTES, SYMBOLS & ABRREVIATIONS

43 MD101 HVAC DEMOLITION RESTROOM FLOOR PLAN

44 MD102 HVAC DEMOLITION WAREHOUSE FLOOR PLAN

45 MD103 DEMOLITION ROOF PLAN

46 M-101 HVAC NEW WORK RESTROOM FLOOR PLAN

47 M-102 HVAC NEW WORK WAREHOUSE FLOOR PLAN

48 M-103 HVAC NEW WORK ROOF PLAN

49 M-501 HVAC DETAILS

50 M-502 HVAC DETAILS

51 M-601 HVAC SCHEDULES

52 M-602 SEQUENCE OF OPERATIONS

ELECTRICAL

53 E-001 ELECTRICAL SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

54 ED101 ELECTRICAL LIGHTING DEMOLITION PLAN - FIRST FLOOR

55 ED102 ELECTRICAL POWER DEMOLITION PLAN - FIRST FLOOR

56 ED103 ELECTRICAL LIGHTING DEMOLITION PLAN - SECOND FLOOR

57 ED104 ELECTRICAL POWER DEMOLITION PLAN - SECOND FLOOR

58 ED105 ELECTRICAL POWER DEMOLITION PLAN - ROOF

59 EL101 ELECTRICAL LIGHTING PLAN - FIRST FLOOR

60 EL102 ELECTRICAL LIGHTING PLAN - SECOND FLOOR

61 EP101 ELECTRICAL POWER PLAN - FIRST FLOOR

62 EP102 ELECTRICAL POWER PLAN - SECOND FLOOR

63 EP103 ELECTRICAL POWER PLAN - ROOF

64 E-400 ENLARGED PLANS

65 E-501 LIGHTING DETAILS

66 E-502 LIGHTING DETAILS

67 E-503 ELECTRICAL LIGHTING ENERGY CODE CALCULATIONS

68 E-601 ELECTRICAL POWER RISER DIAGRAM

69 E-701 LUMINAIRE SCHEDULE

70 E-702 LIGHTING CONTROL SCHEDULE AND MECHANICAL EQUIPMENT

ELECTRICAL CONNECTION SCHEDULE

71 E-703 ELECTRICAL PANEL SCHEDULES

72 E-704 ELECTRICAL PANEL SCHEDULES

TELECOMM

73 T-001 TELECOMM LEGEND

74 TD101 TELECOMMUNICATIONS DEMOLITION PLAN - FIRST FLOOR

75 TD102 TELECOMMUNICATIONS DEMOLITION PLAN - SECOND FLOOR

76 T-101 TELECOMMUNICATIONS PLAN - FIRST FLOOR

77 T-102 TELECOMMUNICATIONS PLAN - SECOND FLOOR

SHEET INDEX

SHEET

NUMBER SHEET ID SHEET TITLE

GENERAL

1 G-001 COVER SHEET

2 G-002 SHEET INDEX

3 G-003 GENERAL NOTES, ABBREVIATIONS

4 G-004 TEMPORARY TRAILER PLAN

CIVIL

5 C-101 CONSTRUCTION STAGING AND LAYDOWN AREA

6 C-102 TEMPORARY SWING SPACE

FIRE PROTECTION

7 LS101 LIFE SAFETY PLAN - FIRST FLOOR

8 LS102 LIFE SAFETY PLAN - SECOND FLOOR

ARCHITECTURE

9 AD101 DEMOLITION PLANS

10 AD111 DEMOLITION CEILING PLANS

11 AD201 DEMOLITION EXTERIOR AND INTERIOR ELEVATIONS

12 A-101 FLOOR PLANS

13 A-102 ROOF PLAN

14 A-111 FIRST FLOOR REFLECTED CEILING PLAN

15 A-112 SECOND FLOOR REFLECTED CEILING PLAN

16 A-201 BUILDING ELEVATIONS

17 A-401 TOILET ROOMS

18 A-402 ENLARGED PLANS AND ELEVATIONS

19 A-501 ROOF DETAILS

20 A-502 ROOF DETAILS

21 A-601 DOOR AND WINDOW SCHEDULES

22 A-603 PARTITION TYPES

INTERIORS

23 I-101 FURNITURE FLOOR PLAN

24 I-601 FINISH MATERIALS AND WINDOW TREATMENT SCHEDULE

FIRE PROTECTION

25 FX001 FIRE SUPPRESSION SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

26 FXD101 FIRE SUPPRESSION DEMOLITION PLAN - FIRST FLOOR

27 FX101 FIRE SUPPRESSION FLOOR PLAN - FIRST FLOOR

28 FX501 FIRE SUPPRESSION DETAILS

FIRE ALARM

29 FA001 FIRE ALARM & MASS NOTIFICATION SYMBOLS, ABBREVIATIONS, AND

GENERAL NOTES

30 FAD101 FIRE ALARM & MASS NOTIFICATION DEMOLITION PLAN - FIRST FLOOR

31 FAD102 FIRE ALARM & MASS NOTIFICATION DEMOLITION PLAN - SECOND FLOOR

32 FA101 FIRE ALARM & MASS NOTIFICATION FLOOR PLAN - FIRST FLOOR

33 FA102 FIRE ALARM & MASS NOTIFICATION FLOOR PLAN - SECOND FLOOR

34 FA501 FIRE ALARM & MASS NOTIFICATION DETAILS

US Army Corps of Engineers ®

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DRAWING ABBREVIATIONS NUMBERING SYSTEM GENERAL NOTES

LEGEND

A-210

DISCIPLINE:

C - CIVIL

A - ARCHITECTURAL

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

SERIES NUMBER

SHEET NUMBER WITHIN

SERIES

CONCRETE/ PRECAST

CONCRETE

SOIL

CMU

STONE

FIBERGLASS BATT

INSULATION

EXPANDED

POLYSTYRENE RIGID

INSULATION

EXTRUDED

POLYSTYRENE RIGID

INSULATION

POLYISOCYANURATE

RIGID INSULATION

GYPSUM BOARD

EXTERIOR GYPSUM

SHEATHING

EXTERIOR CEMENT

BOARD

COATED GLASS MAT

WATER RESISTANT

GYP BD

PLYWOOD

COVER BOARD

MATERIALS

ANNOTATION CALLOUTS/DRAWING SYMBOLS

A ---------------------

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS DR ACCESS DOOR

ACS PNLACCESS PANEL

ACT ACOUSTICAL CEILING

TILE

ABA ARCHITECTURAL BARRIERS

ACT

ADA AMERICANS WITH

DISABILITIES ACT

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION

BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL

CEILING

APPROXAPPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED

CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE

CEILING

AVG AVERAGE

B ---------------------

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BOS BOTTOM OF STEEL

BOT BOTTOM

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

CATW CATWALK

CAV CAVITY

CD CONSTRUCTION

DOCUMENTS

CF CONTRACTOR

FURNISHED

CF/CI CONTRACTOR

FURNISHED/

CONTRACTOR

INSTALLED

CFE CONTRACTOR

FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFMF COLD-FORMED METAL

FRAMING

CG CORNER GUARD

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLR COLOR

CMU CONCRETE MASONRY

UNIT

CDR CARD READER

COL COLUMN

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONT CONTINUE

COORD COORDINATE

COR CONTRACTING

OFFICER'S

REPRESENTATIVE

CORR CORRIDOR

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CTR CENTER

D ---------------------

D DEPTH

DBL DOUBLE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DR DOOR

DS DOWNSPOUT

1i

GRID /

COLUMN LINE

DESIGNATOR

EQUIPMENT

NUMBER

DOOR NUMBER

INTERIOR

ELEVATION

1i

WALL TYPE

WINDOW TYPE

SECTION

Room name

ROOM

NAME/NUMBER

A101

Ref

A101

Ref

EXTERIOR

ELEVATION

1 REVISION TAG

A-101

1 SIM

PLAN, BLOW-

UP DETAIL

PLAN NORTH

NORTH

ARROW w/

TRUE NORTH

INDICATION

FLOOR LEVEL

& NAME

PLATE NUMBER

WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER

WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER

WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER

WHERE

SECTION/DETAIL IS

DRAWN

E ---------------------

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ENTR ENTRANCE

EQ EQUAL

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR

ELEVATION

FGL FIBERGLASS

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLG FLOORING

FLR FLOOR

FO FACE OF

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED

GYPSUM

FRMG FRAMING

FRT FIRE-RETARDANT TREATED

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

G ---------------------

GALV GALVANIZED

GFCI GOVERNMENT

FURNISHED

CONTRACTOR

INSTALLED

GFGI GOVERNMENT

INSTALLED

FURNISHED INSTALLED

BY GOVERNMENT

GFRG GLASS-FIBER-

REINFORCED

GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

H ---------------------

HB HOSE BIBB

HDW HARDWARE

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL

SECTION

HSRU HIGH-SPEED ROLL-UP

HT HEIGHT

I ---------------------

IBC INTERNATIONAL

BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KPL KICKPLATE

L ---------------------

LAV LAVATORY

LBS POUND

LF LINEAR FEET (FOOT)

LIN LINEAR

LOC LOCATION

LR LOW ROOF

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

LVT LUXURY VINYL TILE

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MO MASONRY

OPENING

MOD MODIFY

MTG MOUNTING

MTL METAL

MVBL MOVABLE

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE

PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION

COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PBD PARTICLEBOARD

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PFB PORCELAIN FLOOR BASE

PL PROPERTY LINE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PSF POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT PAINT

PTN PARTITION

PWR POWER

PWT PORCELAIN WALL TILE

Q --------------------

QTY QUANTITY

1 HR FIRE

4 HR FIRE

2 HR FIRE

3 HR FIRE

FIRE RATED WALL SYMBOLS:

SHEET

KEYNOTE

Room Rm_Occupancy

150 SF

ROOM

OCCUPANCY

& AREA

SAFETY: REFER TO SPECIFICATIONS FOR SAFFETY

REQUIREMENTS

PREVENT DAMAGE: COORDINATE ALL WORK WITH

WEATHER CONDITIONS AND TEMPORARY MEASURES

TO ENSURE THAT BUILDINGS REMAIN WATERTIGHT

AT ALL TIMES.

DAMAGE: DAMAGE TO THE EXISTING BUILDINGS,

GOVERNMENT PROPERTY, OR GOVERNMENT

EMPLOYEE PROPERTY CAUSED BY THE

CONTRACTOR MUST BE IMMEDIATELY REPORTED TO

THE COR. SUCH DAMAGES MUST BE REPAIRED OR

THE DAMAGED ITEMS REPLACED WITH THE SAME

PER GOVERNMENT DIRECTION, AND AT NO COST TO

THE GOVERNMENT OR GOVERNMENT EMPLOYEES.

BUILDING AND LIFE SAFETY CODES: THE

COMPLETED CONSTRUCTION OF THE PROJECT MUST

COMPLY WITH THE CODES & REGULATIONS LISTED

BELOW; AS WELL AS APPLICABLE FEDERAL, STATE,

LOCAL AND DEPOT/BASE REGULATIONS:

• INTERNATIONAL BUILDING CODE 2015

• INTERNATIONAL MECHANICAL CODE 2015

• INTERNATIONAL PLUMBING CODE 2015

• UFC 1-200-01, UNIFIED FACILITIES CRITERIA -

GENERAL BUILDING REQUIREMENTS, 1 JULY 2013

CHANGE 1, 1 SEPT 2013

• UFC 1-300-09N, UNIFIED FACILITIES CRITERIA,

DESIGN PROCEDURES, 25 MAY 2005, CHANGE 7,

27 JANUARY 2010

• UFC 3-101-01 UNIFIED FACILITIES CRITERIA -

ARCHITECTURE, 28 NOVEMBER 2011, CHANGE 5,

25 SEPTEMBER 2019

• UFC 3-110-03 UNIFIED FACILITIES CRITERIA -

ROOFING 1 MAT 2012, CHANGE 3, 6 MARCH 2019

• UFC 3-600-01 UNIFIED FACILITIES CRITERIA - FIRE

PROTECTION ENGINEERING FOR FACILITIES

• NATIONAL FIRE PROTECTION ASSOCIATION

(NFPA)101: LIFE SAFETY CODE, 2015.

• ARCHITECTURAL BARRIERS ACT (ABA)

STANDARDS 2015

WORK PLANNING AND PHASING: PLANNING OF

CONSTRUCTION ACTIVITIES MUST BE COMPLETE IN

ALL REGARDS. THE CONTRACTOR MUST FIELD

VERIFY EXISTING CONDITIONS AND THE

REQUIREMENTS OF THE WORK IN SUCH DETAIL THAT

PHASING AND WORK PLANS ACCOMMODATE ALL

CONDITIONS AND WORK IN A MANNER ACCEPTABLE

TO THE COR, AND AS REQUIRED TO PROTECT THE

BUILDING WITHIN THE AFFECTED AREA.

CONTRACTOR VERIFICATION: ALL DIMENSIONS AND

CONDITIONS MUST BE FIELD VERIFIED BY THE

CONTRACTOR PRIOR TO BUILDING NEW WORK OR

FABRICATING WORK TO BE INSTALLED TO ENSURE

THAT ALL WORK IS FULLY COORDINATED. IF

DISCREPANCIES ARE DISCOVERED BETWEEN FIELD

CONDITIONS AND DRAWINGS, OR BETWEEN

DRAWINGS OF OTHER DISCIPLINES, REPORT SUCH

TO THE COR IMMEDIATELY. DEVELOP A RESOLUTION

TO EACH POSSIBLE CONFLICT AS APPROVED BY THE

COR PRIOR TO PROCEEDING WITH THE IMPACTED

WORK.

WATERTIGHT ASSURANCE: MAINTAIN WATERTIGHT

CONDITIONS OVER ALL PORTIONS OF THE BUILDING.

COORDINATE ALL WORK WITH THE COR TO ASSURE

THAT NO INTERRUPTIONS TO THE GOVERNMENT'S

ACTIVITIES OCCUR WITHOUT THE COR'S PRIOR

WRITTEN APPROVAL.

R --------------------

RB RUBBER BASE

RC REINFORCED

CONCRETE

RCP REFLECTED CEILING

PLAN

RD ROOF DRAIN

REC RECESSED

REC RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SAT SATELLITE

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

TBD TO BE DETERMINED

T/S TUB/SHOWER

TD TRENCH DRAIN

TE TRANSPORTER

ENCLOSURE

TEL TELEPHONE

TEMP TEMPORARY

TFF TOP OF FINISH FLOOR

THK THICKNESS

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TYP TYPICAL

U --------------------

UON UNLESS OTHERWISE

NOTED

V -------------------

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VTR VENT THRU ROOF

W -------------------

WT WINDOW TREATMENT

A101

SIM

Name

Elevation

INFILL PANEL

TYPE

A

MANUFACTURER'S DIRECTION: ALL WORK MUST

COMPLY WITH MANUFACTURER'S INSTALLATION

DIRECTIONS FOR EACH PRODUCT OR MATERIAL IF

CONFLICTS ARISE BETWEEN PROJECT

REQUIREMENTS AND MANUFACTURER'S

DIRECTIONS, THE CONTRACTOR IS TO REPORT SUCH

TO THE COR IMMEDIATELY. DEVELOP RESOLUTION

TO EACH POSSIBLE CONFLICT AS APPROVED BY THE

COR PRIOR TO PROCEEDING WITH THE IMPACTED

WORK.

DESIGN DRAWINGS: THE CONTRACTOR IS TO

UNDERSTAND ALL DRAWINGS COMPLETELY. EACH

ASPECT OF THE WORK MAY BE INDICATED ON ONE

DISCIPLINE OR INDICATED ON MULTIPLE

DISCIPLINES. REVIEW ALL INFORMATION FROM ALL

DISCIPLINES AND COMPLETELY FIELD VERIFY ALL

CONDITIONS BEFORE IMPACTING EXISTING

CONDITIONS OR PROVIDING NEW WORK.

DRAWINGS SCALES: THE CONTRACTOR MAY NOT

SCALE THE DRAWINGS. ALL INFORMATION ON THE

DRAWINGS WHETHER DIMENSIONED, OR NOT, IS TO

BE FIELD VERIFIED BY THE CONTRACTOR BEFORE

COMMENCING THE WORK AND BEFORE PROCURING

OR FABRICATING WORK TO BE INSTALLED.

CONTRACTOR'S FIELD VERIFICATION IS TO BE

INCORPORATED INTO ALL SUBMITTALS PRIOR TO

SUBMISSION.

DUST CONTROL: THE CONTRACTOR TO PROVIDE

DUST CONTROL

TEMPORARY TRAILERS: THE CONTRACTOR MUST

PROVIDE AS A BID OPTION TEMPORARY TRAILERS

FOR THE OCCUPANTS OF BUILDING 3623. REFER TO

DRAWINGS AND SPECIFICATIONS FOR

REQUIREMENTS, LOCATIONS AND FLOOR PLAN.

FABRIC

US Army Corps of Engineers ®

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ORIGINAL DOCUMENTS SUBMITTAL

J O

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B A

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S M

A R

Y L A

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M A

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D E

S C

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IP

T

IO

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A

TRAILER

60' - 0"

ENTRY

VESTIBULE

PORT

SUPERVISOR

CONFERENCE

ROOM

APS

COMMANDER

COPIER

BREAK

MEN'S

TOILET

WOMEN'S

TOILET

TELE

UTA/ TRAINING

APS STORAGE

ELEC

TRAILER 1

TRAILER 2

TRAILER 3

TRAILER 4

TRAILER 5

TRAILER 6

TRAILER 7

RAMP

1. CONTRACTOR TO RELOCATE APS COMMANDER AND PORT

SUPERVISOR FURNITURE FROM BUILDING 3623 INTO

TEMPORARY TRAILERS

2. APPROXIMATELY 146 RESERVISTS IN TWO PERSON SHIFTS

FOR THE UTA COMPUTER TRAINING SESSIONS

3. PROVIDE CANOPY OVER ENTRANCE STAIRS AND RAMP

4. WORK COUNTER, FILE AREA ,STORAGE CABINETS, BREAK

COUNTER AND CASEWORK, COORDINATE WITH COR

5. PROVIDE THE FOLLOWING FURNITURE:

A. (16) - 2'x5' SINGLE SEATED TABLE B. (32) - 2'x4' SINGLE SEATED TABLE C. (32) - 2'x5' DOUBLE SEATED TABLE D. (6) - 7'x8' SYSTEM FURNITURE

6. PROVIDE TOILETS FOR 190 OCCUPANTS INCLUDING APS

RESERVISTS ON FLIGHTLINE

7. PROVIDE OUTDOOR BREAK DECK (14' X 22')

GENERAL NOTES

US Army Corps of Engineers ®

SHEET OF

SHEET ID

U S

A R

M Y

C O

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A1 TRAILER PLAN

PLAN NORTH

SCALE: 1/8"=1'-0"

08 4

M A

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C-101SCALE:

CONSTRUCTION STAGING AND LAYDOWN AREA

1”=20’1

NORTH

C O

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T R

U C

T I O

N

S

T A

G I N

G

A

N D

L A

Y D

O W

N

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A

US Army Corps of

Engineers ®

SHEET ID

U S

A

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KEYPLAN

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ADMIN

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B

A

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S

U I T

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A

R L I N

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ORIGINAL DOCUMENTS SUBMITTAL

J O

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B

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M

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M A

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ORIGINAL DOCUMENTS SUBMITTAL

C-102SCALE:

TEMPORARY SWING SPACE

1”=10’1

NORTH

SCALE:

UTILITY TRENCH DETAIL

NOT TO SCALE

C-101

T E

M P

O R

A R

Y

S

W I N

G

S

P A

C E

US Army Corps of

Engineers ®

SHEET ID

M

Y

C

O R

P

F

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

A N

S I

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F I

M

E

I S

S U

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D

A T

E

C O

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R A

S O

L I C

I T

A T

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N

N

O

F I

M

B E

R

KEYPLAN

1 2 3 4 5 6 7 8 9 10

G

F

E

D

C

B

A

ADMIN

W A

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D I S

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M

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S

U I T

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A

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A

ORIGINAL DOCUMENTS SUBMITTAL

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B

A S

E

A

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W D

R D

ORIGINAL DOCUMENTS SUBMITTAL

TD = 40TD = 46

TD = 46

C P

CP = 42

TD = 59

C P

TD = 94

TD = 68

TD = 32

0.2

0.2

0.2

0.2

0.2

0.2

0.2

MECH ROOM

119 CARGO SERVICES

FLT

NEWCOMER

ROOM

BREAK ROOM

MOBILITY OFFICE

RAMP SERVICES

FLT

TRAINING

CLASSROOM

SUPPLY

QUALITY

ASSURANCE

CHIEF'S OFFICE

SECURITY

EXIT STAIR

MEN'S TOILET

VENDING AREA

WOMEN'S TOILET

CORRIDOR

STORAGE

EXIT STAIR

WAREHOUSE

C

C

C

C

US Army Corps of Engineers ®

SHEET OF

SHEET ID

U S

A R

M Y

C O

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LS101

L

IF

E S

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F I R

S T

F L O

O R

B U

IL

D

IN

G

R

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B A

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IM

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IS

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1/8" = 1'-0"LS101

A1 LIFE SAFETY FIRST FLOOR

GENERAL NOTES

APPLICABLE CODES:

- INTERNATIONAL BUILDING CODE (2015 EDITION)

- NFPA 1, UNIFORM FIRE CODE (2018 EDITION)

- NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER

SYSTEMS (2019 EDITION)

- NFPA 70, NATIONAL ELECTRICAL CODE (2017 EDITION)

- NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE (2019

EDITION)

- NFPA 101, LIFE SAFETY CODE (2018 EDITION)

- UFC 1-200-01, GENERAL BUILDING REQUIREMENTS (NOVEMBER

2018)

- UFC 4-021-01, DESIGN AND O&M: MASS NOTIFICATION SYSTEMS

(JANUARY 2010)

- UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES

MAY 2019)

CONSTRUCTION TYPE: II-B (602)

OCCUPANCY: NON-SEPARATED MIXED USE (IBC

508.3)

ASSEMBLY (A-3)

BUSINESS (B)

STORAGE (S-1)

SPRINKLERED: YES

FIRE ALARM: YES

ALLOWABLE HEIGHT: A-3 75 FT (504.3)

B 75 FT (504.3)

S-1 75 FT (504.3)

ACTUAL HEIGHT: A-3 10 FT

B 22 FT 3IN

S-1 22 FT 3 IN

ALLOWABLE STORIES: A-3 3 STORIES (504.4)

B 3 STORIES (504.4)

S-1 3 STORIES (504.4)

ACTUAL STORIES: A-3 1 STORY

B 2 STORIES

S-1 2 STORIES

ALLOWABLE AREA: A-3 38,000 SQFT (506.2)

B 69,000 SQFT (506.2)

S-1 52,500 SQFT (506.2)

ACTUAL AREA: A-3 1,380 SQFT

B 3,975 SQFT

S-1 4,835 SQFT

REQUIRED FIRE RESISTANCE RATINGS:

BUILDING ELEMENT FIRE RESISTANCE RATING

STRUCTURAL FRAME 0 HOUR

BEARING WALLS

EXTERIOR 0 HOUR

INTERIOR 0 HOUR

NONBEARING WALLS/

PARTITIONS

EXTERIOR 0 HOUR

INTERIOR 0 HOUR

FLOOR CONSTRUCTION 0 HOUR

ROOF CONSTRUCTION 0 HOUR

EGRESS REQUIREMENTS: BASED ON NFPA101 PER UFC 3-600-01

2-1.1 MEANS OF EGRESS REQUIREMENTS ARE BASED ON NON-

SEPARATED MIXED USE OCCUPANCY

MINIMUM NUMBER OF EXITS: 2

MAXIMUM TRAVEL DISTANCE: 250 FEET (ASSEMBLY)

300 FEET (BUSINESS)

400 FEET (STORAGE)

MAXIMUM DEAD-END: 20 FEET (ASSEMBLY)

50 FEET (BUSINESS)

100 FEET(STORAGE)

MAXIMUM COMMON PATH: 20 FEET (ASSEMBLY)

100 FEET(BUSINESS)

100 FEET(STORAGE)

MINIMUM EGRESS WIDTH

DOORS: 32 INCHES

STAIRS: 44 INCHES

LEGEND

TD = XX

CP = XX

X

Y

W

Z

XX

XX

XX

1 HOUR FIRE RESISTANCE RATING (BARRIER)

XX

C

A. USE (OCCUPANT LOAD FACTOR IN SQFT/PERSON)

BUSINESS (150 GROSS)

CONCENTRATED BUSINESS (50 GROSS)

COLLABORATION ROOMS/SPACES <450SF

(30 GROSS)

ASSEMBLY (15 NET)

STORAGE (500 GROSS)

B. FIRE RESISTANCE RATING

C. TRAVEL DISTANCE (MEASURED IN FEET)

D. COMMON PATH (MEASURED IN FEET)

E. EGRESS CAPACITY

W = EXIT CAPACITY (IN/PERSON)

X = OCCUPANTS USING EXIT (PERSONS)

Y = EXIT CAPACITY (PERSONS)

Z = EXIT CLEAR WIDTH (IN)

XX

R

KEY NOTES

1 BUSINESS LOAD IS CUMULATIVE FOR OFFICES, CORRIDORS,

RESTROOMS, STAIRS, AND VENDING AREA.

PLAN NORTH

SCALE: 1/8"=1'-0"

08 4

FIRST FLOOR LIFE SAFETY OCCUPANT DATA

Name Room

Number Area

(SQFT) Occupancy Type Occupant Load

Factor Occupant

Load

ATOC 201 488 Business (Concentrated)

50 12

ATOC OIC 201 99 Business (Concentrated)

150 2

CORRIDOR 202 589 Business 150 4

CHIEF'S OFFICE 203 226 Business 150 7

OFFICER'S OFFICE 205 337 Storage 50 10

PASSENGER

SUPPORT

207 399 Business 50 19

COMMAND

SECTION

209 259 Business (Concentrated)

30 18

FIRST SERGEANT 209 97 Business 150 3

PORT

SUPERINTENDANT

209 106 Assembly 150 3

APS COMMANDER 209 149 Business 150 6

COMMANDER

SUPPORT STAFF

210 409 Business 150 6

SPECIAL

HANDLING

212 442 Business 50 21

LOAD PLANNING 214 462 Storage 50 22

M A

R K

D E

S C

R

IP

T

IO

N D

A

CP = 51

D

TD = 61

CP = 29

0.3

0.2

ATOC

ATOC OIC

201C

CHIEF'S OFFICE

OFFICER'S

OFFICE

PASSENGER

SUPPORT

COMMAND

SECTION

PORT

SUPERINTENDANT

209B

APS COMMANDER

209C

FIRST SERGEANT

209A

COMMANDER

SUPPORT STAFF

SPECIAL

HANDLING

LOAD PLANNING

CORRIDOR

C

R

C

C

C

C

US Army Corps of Engineers ®

SHEET OF

SHEET ID

U S

A R

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C O

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1/8" = 1'-0"LS102

C1 LIFE SAFETY SECOND FLOOR

LEGEND

TD = XX

CP = XX

X

Y

W

Z

XX

XX

XX

1 HOUR FIRE RESISTANCE RATING (BARRIER)

XX

C

A. USE (OCCUPANT LOAD FACTOR IN SQFT/PERSON

BUSINESS (150 GROSS)

CONCENTRATED BUSINESS (50 GROSS)

ASSEMBLY ( 15 NET)

COLLABORATION ROOMS/SPACES <450SF

(30 GROSS)

STORAGE (500 GROSS)

B. FIRE RESISTANCE RATING

C. TRAVEL DISTANCE (MEASURED IN FEET)

D. COMMON PATH (MEASURED IN FEET)

E. EGRESS CAPACITY

W = EXIT CAPACITY (IN/PERSON)

X = OCCUPANTS USING EXIT (PERSONS)

Y = EXIT CAPACITY (PERSONS)

Z = EXIT CLEAR WIDTH (IN)

XX

R

KEY NOTES

BUSINESS LOAD IS CUMULATIVE FOR OFFICES, CORRIDORS,

RESTROOMS, STAIRS, AND VENDING AREA

PLAN NORTH

SCALE: 1/8"=1'-0"

08 4

SECOND FLOOR LIFE SAFETY OCCUPANT DATA

Name Room

Number Area

(SQFT) Occupancy Type Occupant Load

Factor Occupant

Load

ATOC 201 488 Business (Concentrated)

50 12

ATOC OIC 201 99 Business (Concentrated)

150 2

CORRIDOR 202 589 Business 150 4

CHIEF'S OFFICE 203 226 Business 150 7

OFFICER'S OFFICE 205 337 Storage 50 10

PASSENGER SUPPORT 207 399 Business 50 19

COMMAND SECTION 209 259 Business (Concentrated)

30 18

FIRST SERGEANT 209 97 Business 150 3

PORT

SUPERINTENDANT

209 106 Assembly 150 3

APS COMMANDER 209 149 Business 150 6

COMMANDER SUPPORT

STAFF

210 409 Business 150 6

SPECIAL HANDLING 212 442 Business 50 21

LOAD PLANNING 214 462 Storage 50 22

M A

R K

D E

S C

R

IP

T

IO

N D

A

UP

DN

DN

A B C E F

A1 C1

1 1

1 1

WOMEN'S

TOILET

MEN'S TOILET

MECH ROOM

CARGO

SERVICES

FLT

STORAGE

SECURITY

CHIEF'S

OFFICE

QUALITY

ASSURANCE

SUPPLY

TRAINING

CLASSROOM

RAMP

SERVICES

FLT

MOBILITY

OFFICE

VENDING

AREA

EXIT STAIR

CORRIDOR

CORRIDOR

WAREHOUSE

EXIT STAIR

NEWCOMER

ROOM

BREAK ROOM

2 2

2' - 10" 23' - 8" 23' - 8" 47' - 4" 23' - 8" 2' - 10"

124' - 0"

8" 67' - 0"7' - 0" 8"

9' - 7 1/4" +/- 17' - 4 5/8" +/-

/8

DEMO PLAN KEY NOTES

1 REMOVE WINDOW AND FLASHING

2 REMOVE PARTITION

3 REMOVE DOOR, FRAME, AND HARDWARE

4 REMOVE CURTAIN WALL SYSTEM AND FLASHING

5 EXISTING LOUVER TO REMAIN

6 REMOVE EXISTING FLOOR FINISH, SUBFLOOR TO BE

PREPARED TO RECEIVE NEW FINISH. EXTENTS INDICATED

WITH DASHED LINE ON PLAN

1. MEN'S AND WOMEN'S TOILET ROOMS TO BE RENOVATED.

REMOVE FIXTURES, ACCESSORIES, CEILING, FLOOR AND

WALL FINISHES. REMOVE WALLS AS INDICATED ON PLAN.

EXISTING WALLS TO REMAIN SHALL BE PREPARED TO

RECEIVE NEW FINISHES.

2. REMOVE BACKER ROD AND SEALANT AROUND BUILDING

EXTERIOR. SEE A-201 FOR LOCATIONS.

DEMO PLAN GENERAL NOTES

A B C E F

A1 C1

ATOC

ATOC OIC

201C

CHIEF'S

OFFICE

OFFICER'S

OFFICE

PASSENGER

SUPPORT

LOAD

PLANNING

SPECIAL

HANDLING

COMMANDER

SUPPORT

STAFF

APS

COMMANDER

209C

PORT

SUPERINTENDANT

209B

COMMAND

SECTION

FIRST

SERGEANT

209A

CORRIDOR

1 1 1

1 1

OPEN TO BELOW

A1

WAREHOUSE

1/8" = 1'-0"AD101

A1 DEMO FIRST FLOOR PLAN

PLAN NORTH

SCALE: 1/8"=1'-0"

08 4

US Army Corps of Engineers ®

SHEET OF

SHEET ID

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KEYPLAN

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1/8" = 1'-0"AD101

C1 DEMO SECOND FLOOR PLAN

1/8" = 1'-0"AD101

A7 PARTIAL DEMO FIRST FLOOR PLAN

M A

R K

D E

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IP

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N D

A

A B C E F

A1 A2 B1 B2 C1

MECH ROOM

CARGO

SERVICES

FLT

WOMEN'S

TOILET

MEN'S TOILET

EXIT STAIR

SECURITY

CHIEF'S

OFFICE

QUALITY

ASSURANCE

SUPPLY

TRAINING

CLASSROOM

RAMP

SERVICES

FLT

MOBILITY

OFFICE

WAREHOUSE

118 BREAK ROOM

NEWCOMER

ROOM

CORRIDOR

STORAGE

EXIT STAIR

A B C E F

A1 C1

LOAD

PLANNING

SPECIAL

HANDLING

COMMANDER

SUPPORT

STAFF

CORRIDOR

ATOC

ATOC OIC

201C

CHIEF'S

OFFICE

OFFICER'S

OFFICE

PASSENGER

SUPPORT

COMMAND

SECTION

PORT

SUPERINTENDANT

209B

APS

COMMANDER

209C

FIRST

SERGEANT

209A

COMMANDER

SUPPORT

STAFF

EXIT STAIR

OPEN TO BELOW

D4

A-502

1. REMOVE ACOUSTICAL CEILING PANELS. GRIDS SHALL

REMAIN. ANY DAMAGED GRIDS SHALL BE REPLACED TO

MATCH EXISTING.

2. ITEMS LISTED AS EXISTING ARE TO REMAIN.

DEMOLITION CEILING PLAN

GENERAL NOTES

REMOVE 2' x 4' LIGHT FIXTURE

REMOVE 2' x 2' CEILING PANELS

CEILING PLAN LEGEND

EXISTING 2' x 2' RETURN TERMINAL

EXISTING 2' x 2' EXHAUST INTAKE

EXISTING 2' x 2' SUPPLY DIFFUSER

REMOVE 2' x 2' LIGHT FIXTURE

EXISTING GYPSUM BOARD CEILING

REMOVE 2' x 2' LIGHT FIXTURE

REMOVE 4' LIGHT FIXTURE

EXISTING SPRINKLER HEADS

US Army Corps of Engineers ®

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A1 DEMO FIRST FLOOR CEILING PLAN

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B1 DEMO SECOND FLOOR CEILING PLAN

SCALE: 1/8"=1'-0"

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DEMO KEY NOTES

1 REMOVE DAMAGED BRICK, PREP AREA FOR REPAIRS

2 REMOVE BACKER ROD AND SEALANT ALONG EXTERIOR

WALLS, TYPICAL

3 REMOVE DAMAGED GYPSUM WALLBOARD, PREP AREA FOR

REPAIRS

4 REMOVE MOISTURE DAMAGED GYPSUM WALLBOARD.

CONTRACTOR TO INSPECT, IDENTIFY, AND REPAIR WHERE

MOISTURE IS PENETRATING WALL CAVITY. PREP AREA FOR

REPAIRS

A B C E F

A1 A2 B1 B2 C1

AD201

E1

AD201 E3

AD201 E6

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1/4" = 1'-0"AD201

E1 DAMAGED BRICK WALL

1/4" = 1'-0"AD201

E3 DAMAGED BRICK WALL

1/4" = 1'-0"AD201

E6 DAMAGED BRICK WALL

1/4" = 1'-0"AD201

C1 DAMAGED BACKER ROD AND SEALANT

1/4" = 1'-0"AD201

A1 DAMAGED GYP BD - EXIT STAIR 116

1/4" = 1'-0"AD201

A4 DAMAGED GYP BD - 209 COMMAND

1/4" = 1'-0"AD201

C4 DAMAGED GYP BD -EXIT STAIR 117

1/16" = 1'-0"AD201

A7 KEY PLAN

PLAN NORTH

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

016 8

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A B C E F

A1 C1

2' - 10" 23' - 8" 23' - 8" 47' - 4" 23' - 8" 2' - 10"

A1

A-401

RAMP

SERVICES

FLT

WOMEN'S

TOILET

MEN'S TOILET

MECH ROOM

CARGO

SERVICES

FLT

STORAGE

SECURITY

CHIEF'S

OFFICE

QUALITY

ASSURANCE

SUPPLY

TRAINING

CLASSROOM

MOBILITY

OFFICE

VENDING

AREA

EXIT STAIR

CORRIDOR

CORRIDOR

EXIT STAIR

NEWCOMER

ROOM

BREAK ROOM

B B

BBB

EXISTING LOUVER

A1

A-402

A-201

C1

A-201

D1

A-201

F1

A-201

A1

124' - 0"

1. DO NOT SCALE DRAWINGS.

2. VERIFY DIMENSIONS IN FIELD, AND INFORM COR OF ANY

DISCREPANCIES BEFORE PROCEEDING WITH

CONSTRUCTION.

3. DIMENSIONS ARE FROM FACE OF CMU OR METAL STUD

UNLESS NOTED OTHERWISE.

4. INTERIOR ADMINISTRATION WALLS TO BE PAINTED, EXCEPT

FOR MURAL IN EXIT STAIR 117. PATCH AND PREPARE

EXISTING SURFACES (GYPSUM BOARD AND CMU) TO

RECEIVE PAINT. WALL MOUNTED EQUIPMENT,

ACCESSORIES, BULLETIN BOARDS, DISPLAY CASES, ROOM

SIGNAGE TO BE REMOVED, STORED AND REINSTALLED BY

CONTRACTOR.

5. PATCH AND PREPARE SUB-FLOOR TO RECEIVE NEW FINISH.

SEE FINISH SCHEDULE TO COORDINATE REPAIRS. PROVIDE

SELF-LEVELING UNDERLAYMENT AS REQUIRED.

6. SEE G-003 FOR SYMBOL LEGEND.

7. PROVIDE BLOCKING FOR OVERHEAD FURNITURE IN ROOMS

106, 111, 205, 209A, 209B, 209C, 210.

8. PROVIDE BLOCKING FOR TV/ MONITORS, COORDINATE WITH

COR LOCATIONS.

9. VENDING MACHINES TO BE REMOVED, STORED AND

REINSTALLED BY CONTRACTOR.

10. TOILET ROOMS - COORDINATE MINIMUM CHASE WALL

CLEARANCES WITH FIXTURE CARRIERS. MINIMUM

DIMENSION PROVIDED ASSUMES EXISTING WALL IS METAL

STUD.

11. INSPECT LINTELS AT DOORS 117 AND 118. IF DAMAGED

INFORM COR PRIOR TO PROCEEDING WITH DOOR

INSTALLATION.

GENERAL NOTES

A B C E F

A1 C1

ATOC

ATOC OIC

201C

CHIEF'S

OFFICE

OFFICER'S

OFFICE

PASSENGER

SUPPORT

LOAD

PLANNING

SPECIAL

HANDLING

COMMANDER

SUPPORT

STAFF

APS

COMMANDER

209C

PORT

SUPERINTENDANT

209B

COMMAND

SECTION

FIRST

SERGEANT

209A

CORRIDOR

A AC

A A

ED

D1

A-402

A1

WAREHOUSE

1/8" = 1'-0"A-101

A1 FIRST FLOOR PLAN

PLAN NORTH

SCALE: 1/8"=1'-0"

08 4

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D1 SECOND FLOOR PLAN

1/8" = 1'-0"A-101

A7 WAREHOUSE PLAN

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A1 A2 B1 B2 C1

/2

/2

1/2" / 1'-0" 1/2" / 1'-0"

EXISTING RTU -

E5/A-501 FOR

CURB FLASHING

WALK

PAD

RD RD -

D1/A-502

EXISTING ROOF

HATCH - E5/A-501 FOR

CURB FLASHING

WALK

PAD

RD RD

SAT

(BALLASTED WITH

CONCRETE PAVERS

IN A METAL FRAME)

ROOF TO WALL

EXPANSION JOINT

(LOWER ROOF

ELEVATION) - A1/A-501

EXISTING FAN

ROOF RIDGE

R O

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R

ID

G E

RD

RDRD

RD

OVERFLOW

SCUPPER

OVERFLOW

SCUPPER

OVERFLOW

SCUPPER

OVERFLOW

SCUPPER

OVERFLOW

SCUPPER

OVERFLOW

SCUPPER -

A4/A-502

OVERFLOW

SCUPPER

OVERFLOW

SCUPPER

47' - 10 1/4"

/2

118' - 8"

26' - 7" 30' - 2 1/2"

D4

A-502

24" PLATFORM

LADDER

EXISTING

VTR -

A1/A-502

EXISTING VTR

COPING -

A4/A-501

COPING -

A4/A-501

ROOF SUMP,

TYP

ROOF

SUMP, TYP

1. CONTRACTOR IS TO VERIFY ROOF DIMENSIONS.

2. CONTRACTOR IS TO VERIFY THAT ALL ROOF DRAINS ARE

FREE OF DEBRIS AND FREE FLOWING PRIOR TO THE START

OF WORK AND AT THE END OF THE PROJECT. OWNER AND

CONSULTANT ARE TO BE NOTIFIED OF ANY DRAINAGE

RELATED ISSUES.

3. CONTRACTOR IS RESPONSIBLE FOR THE PROPER

DISCONNECTION AND RECONNECTION OF ALL ROOFTOP

EQUIPMENT AFFECTED BY ROOF REPLACEMENT

OPERATIONS, INCLUDING SATELLITE DISH.

4. WORK SCOPE BELOW DOES NOT INDICATE THE SEQUENCE

OF WORK

5. ROOF REPLACEMENT:

A. REMOVE AND DISPOSE OF EXISTING ROOF SYSTEM

(INCLUDING INSULATION) TO THE STEEL DECK.

B. TREAT, REPAIR, OR REPLACE DETERIORATED OR

SUBSTANDARD STEEL DECK.

C. REMOVE AND DISPOSE OF ALL EXISTING BASE

FLASHINGS.

D. REMOVE AND DISPOSE OF EXISTING METAL

COUNTERFLASHINGS AND COPING CAPS.

E. REPLACE WOOD NAILERS.

F. CLAD INTERIOR OF PARAPET WALLS WITH

MECHANICALLY FASTENED, PRESSURE TREATED, FIRE

RETARDANT PLYWOOD.

G. REPLACE EXISTING ROOF DRAINS. PROVIDE NO HUB

CONNECTIONS TO EXISTING LEADERS.

H. COORDINATE MOVEMENT OF THE EXISTING SATELLITE

DISH TO FACILITATE ROOF REPLACEMENT WITH

BUILDING MANAGEMENT. ENSURE NO DISRUPTION OF

SERVICE.

I. RAISE EXISTING ROOFTOP EQUIPMENT AS NECESSARY

TO ENSURE A MINIMUM 8” FLASHING HEIGHT AT ALL

CURBS.

J. MECHANICALLY FASTEN POLYISOCYANURATE TO THE

STEEL DECK. R-30 MIN.

K. PROVIDE A 4’ X 4’ INSULATION SUMP AT THE ROOF

DRAINS.

L. INSTALL INSULATION CRICKETS BETWEEN ROOF DRAINS

AS SHOWN ON ROOF PLAN. CRICKET SLOPE IS TO BE

TWICE THE SLOPE OF THE ROOF.

M. ADHERE 1/2" GYPSUM BOARD COVERBOARD IN LOW-

RISE FOAM INSULATION ADHESIVE.

N. INSTALL FULLY ADHERED 60 MIL FLEECEBACK PVC

MEMBRANE (NOT INCLUDING FABRIC BACKING)

UTILIZING LOW-RISE FOAM ADHESIVE.

O. INSTALL NEW BASE FLASHINGS AT PARAPET WALLS

THAT EXTEND UP AND OVER THE TOP OF THE WALLS.

P. INSTALL NEW COUNTERFLASHINGS AT ALL CURB

LOCATIONS.

Q. INSTALL NEW COPING CAPS AT PARAPET WALLS.

R. RELOCATE EXISTING CONDUIT SO THAT IT IS SECURED

WITH CLIPS TO THE INSIDE FACE OF THE NEW COPING

CAPS.

S. INSTALL WALK PADS AS SHOWN ON ROOF PLAN.

T. INSTALL PLATFORM LADDER AS SHOWN IN ROOF

DETAILS.

U. AFTER ALL WORK IS COMPLETE, THOROUGHLY CLEAN

ROOF SURFACE OF DEBRIS AND FOOTPRINTS.

ROOF PLAN GENERAL NOTES

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A1 ROOF PLAN

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SCALE: 1/8"=1'-0"

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WOMEN'S

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CHIEF'S

OFFICE

QUALITY

ASSURANCE

SUPPLY

TRAINING

CLASSROOM

RAMP

SERVICES

FLT

MOBILITY

OFFICE

VENDING

AREA

EXIT STAIR

CORRIDOR

CORRIDOR

WAREHOUSE

EXIT STAIR

NEWCOMER

ROOM

BREAK ROOM

MONORAIL CRANE

OPEN TO

ABOVE

A7

A-111

A7

A-111

1. GYPSUM BOARD CEILINGS IN TOILET ROOMS SHALL BE

INSTALLED AT 8'-0" AFF.

2. CEILING GRIDS ON FIRST AND SECOND FLOORS SHALL

REMAIN.

3. EXISTING CEILING GRID HEIGHTS VARY FROM 8'-0" TO 10'-0"

ABOVE FINSH FLOOR.

4. LIGHTING LOCATIONS MAY VARY FROM REMOVED LIGHTS.

PROVIDE ADDITIONAL GRID SEGMENTS AS NECESSARY TO

COMPLETE GRID PATTERN.

CEILING PLAN GENERAL NOTES

2' x 4' LIGHT FIXTURE

GYPSUM BOARD CEILING

EXISTING 2' x 2' CEILING GRID

CEILING PLAN LEGEND

EXHAUST INTAKE

EXISTING 2' x 2' RETURN TERMINAL

2' x 2' SUPPLY DIFFUSER

EXISTING 2' x 2' EXHAUST INTAKE

EXISTING 2' x 2' SUPPLY DIFFUSER

2' x 2' LIGHT FIXTURE

NOTE: BLACK TRIANGLE INDICATES EMERGENCY LIGHT

EXISTING GYPSUM BOARD CEILING

4' LIGHT FIXTURE

4" DOWN LIGHT FIXTURE

EXISTING EMERGENCY LIGHT FIXTURE

EXISTING EXIT LIGHT

PENDANT LIGHT

EXISTING SPRINKLER HEAD

1' x 4' LIGHT FIXTURE

CEILING PLAN KEY NOTES

1 LINEAR RECESSED LIGHT FIXTURE WITH SPACKLE FLANGE

LIGHT FIXTURE

PRE-FINISHED BAR

GYPSUM CEILING

TILE

EXISTING WALL

METAL STUD BACKUP

1/8" = 1'-0"A-111

A1 FIRST FLOOR CEILING PLAN

PLAN NORTH

SCALE: 1/8"=1'-0"

08 4

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A7 TOILET LIGHTING

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ATOC

ATOC OIC

201C

CHIEF'S

OFFICE

OFFICER'S

OFFICE

PASSENGER

SUPPORT

LOAD

PLANNING

SPECIAL

HANDLING

COMMANDER

SUPPORT

STAFF

APS

COMMANDER

209C

PORT

SUPERINTENDANT

209B

COMMAND

SECTION

FIRST

SERGEANT

209A

CORRIDOR

OPEN TO BELOW

1. CEILING GRIDS ON FIRST AND SECOND FLOORS SHALL

REMAIN.

2. EXISTING CEILING GRIDS ARE APPROXIMATELY 8'-0" AFF,

CONTRACTOR TO VIF.

3. LIGHTING LOCATIONS MAY VARY FROM REMOVED LIGHTS.

PROVIDE ADDITIONAL GRID SEGMENTS AS NECESSARY TO

COMPLETE GRID PATTERN.

CEILING PLAN GENERAL NOTES

2' x 4' LIGHT FIXTURE

GYPSUM BOARD CEILING

EXISTING 2' x 2' CEILING GRID

CEILING PLAN LEGEND

EXHAUST INTAKE

EXISTING 2' x 2' RETURN TERMINAL

2' x 2' SUPPLY DIFFUSER

EXISTING 2' x 2' EXHAUST INTAKE

EXISTING 2' x 2' SUPPLY DIFFUSER

2' x 2' LIGHT FIXTURE

NOTE: BLACK TRIANGLE INDICATES EMERGENCY LIGHT

EXISTING GYPSUM BOARD CEILING

4' LIGHT FIXTURE

4" DOWN LIGHT FIXTURE

EXISTING EMERGENCY LIGHT FIXTURE

EXISTING EXIT LIGHT

PENDANT LIGHT

EXISTING SPRINKLER HEAD

1' x 4' LIGHT FIXTURE

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KEYPLAN

1 2 3 4 5 6 7 8 9 10

G

F

E

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B

A

F -1

-8

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A-112

S E

C O

N D

F L O

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F L E

C T

E D

C E

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IN

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P L A

N

B U

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IN

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A T

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B A

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1/8" = 1'-0"A-112

A1 SECOND FLOOR CEILING PLAN

PLAN NORTH

SCALE: 1/8"=1'-0"

08 4

M A

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A

FIRST FLOOR

0"

SECOND FLOOR

10' - 0"

ADMIN BEARING

20' - 10"

3 4 5 6

STORAGE

BEARING

16' - 10"

8 35 4 693 12 12131917 7

FIRST FLOOR

0"

SECOND FLOOR

10' - 0"

ADMIN BEARING

20' - 10"

ABCEF A1A2B1B2C1

STORAGE

BEARING

16' - 10"

1 4 5

812 1213

FIRST FLOOR

0"

SECOND FLOOR

10' - 0"

ADMIN BEARING

20' - 10"

A B C E F

1 3

1212 13

1415 16

FIRST FLOOR

0"

SECOND FLOOR

10' - 0"

ADMIN BEARING

20' - 10"

STORAGE

BEARING

16' - 10"

56 410

17 3

1212 13

TYP

197 3

1. SEE DRAWING A-601 FOR WINDOW AND DOOR SCHEDULES.

2. PAINT EXTERIOR DOORS, FRAMES, OVERHEAD DOORS,

ANGLES, THRU-WALL DRAINS, AND LOUVERS TO MATCH

EXISTING. DO NOT PAINT UNPAINTED ELEMENTS.

GENERAL NOTES

ELEVATION KEY NOTES

1 WINDOW, TYP. - SEE SCHEDULE

2 CURTAIN WALL W/ ENTRANCE DOOR

3 METAL COPING - COLOR TO MATCH EXISTING

4 EXISTING PERSONNEL DOOR AND FRAME, TYP.

5 EXISTING OVERHEAD COILING DOOR, TYP.

6 EXISTING LOUVER, TYP.

7 ROOF TOP FAN, TYP.

8 EXISTING METAL PANEL TO BE PAINTED, COLOR TO MATCH

EXISTING

9 RIBBON WINDOW

10 PERSONNEL DOOR AND FRAME TO MATCH EXISTING

11 HATCH INDICATES APPROXIMATE AREA OF DAMAGED BRICK

AND BACKUP CMU. REPLACE DAMAGED BRICK AND CMU.

BRICK, CMU AND MORTAR TO MATCH ADJACENT

12 OVERFLOW ROOF SCUPPER

13 BACKER ROD AND SEALANT. SEALANT COLOR TO MATCH

EXISTING, TYP.

14 EXISTING EXHAUST FAN

15 EXISTING FIRE DEPARTMENT CONNECTION

16 FIRE ALARM, TYP

17 EXTERIOR LIGHT FIXTURE, TYP.

18 PAINT EXISTING EXPOSED STEEL

19 PLATFORM LADDER

1/8" = 1'-0"A-201

C1 EAST ELEVATION

1/8" = 1'-0"A-201

F1 NORTH ELEVATION

1/8" = 1'-0"A-201

D1 SOUTH ELEVATION

1/8" = 1'-0"A-201

A1 WEST ELEVATION 1212

SCALE: 1/8"=1'-0"

08 4

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A-401

A5

B8

B5

A8

A-401 D1

D3

D6

D9

MEN'S TOILET

VENDING

AREA

WOMEN'S

TOILET

0B

0C

0C

P1e

S1

P1e

P1e

P1e

P1e

S1

P2e

GB36

GB42

GB36

GB42

TA1

TA1

TA1

TA2

GB18

TA2

TA3

GB18

M

IN

/4

MIN

8 3/4"

0A

ABA

ABA ABA

2' - 6" 2' - 6" 3' - 0"

1' - 6" 5' - 0" 3' - 0" 3' - 0" 3' - 0"

WALL HUNG

TOILET

P1e

WALL HUNG

LAVATORY

S1 TA1

ACCESSIBLE TOILET

HEIGHT TO SEAT,

TYP.

TOP OF LAVATORY

ASSEMBLY

MANU-

FACTURER

DESCRIPTION MODEL

NUMBER

COMMENTS

P1e

KOHLERWALL MOUNTED TOILET

e = EXPOSED FLUSHOMETER

K-4325 KINGSTON SERIES

S1

KOHLERWALL HUNG LAVATORY K-2035-8

TA1

--RECESSED PAPER TOWEL

DISPENSER / WASTE

RECEPTACLE

TA2

BOBRICKMIRROR AT SINGLE LAVATORY B-293-2436

BOBRICKSURFACE MOUNTED MULTI-

ROLL TOILET TISSUE

DISPENSER

B-52888

GB18

BOBRICKVERTICAL MOUNT GRAB BAR B-varies 18" GRAB BAR TO BE MOUNTED

VERTICALLY AT TOILET

COMPARTMENT.

GOVERNMENT FURNISHED,

CONTRACTOR INSTALLED,

COORDINATE LOCATION W/ COR

24"W x 36"H TILT MIRROR

CLASSIC SERIES

PINOIR SERIES W/ SHROUD

GB##

BOBRICKHORIZONTAL MOUNT GRAB BAR

"##" INDICATES BAR LENGTH

IN INCHES

B-varies -

GB36

GB42

HORIZONTAL

MOUNT GRAB

BAR

GB##

VERTICAL

MOUNT GRAB

BAR

GB18

TO TOP OF

GRAB BAR,

TYPICAL OF ALL

HORIZONTAL

MOUNTS.

GB18

MIRROR AT

SINGLE

LAVATORY

TA2

SURFACE

MOUNTED

MULTI-ROLL

TOILET TISSUE

DISPENSER

1' - 5"

1' - 4"

ACCESSIBLE URINAL

HEIGHT TO RIM, TYP.

STANDARD URINAL

HEIGHT TO RIM, TYP.

ACCESSIBLE TOILET

HEIGHT TO SEAT, TYP.

" 3

WALL HUNG

URINAL

P2e

P2e

KOHLERWALL MOUNTED URINAL

e = EXPOSED FLUSHOMETER

K-5016 DEXTER SERIES

--SOAP DISPENSER -- GOVERNMENT FURNISHED,

CONTRACTOR INSTALLED,

COORDINATE LOCATION W/ COR

FIRST FLOOR

0"NOTE: TOILET PARTITIONS NOT SHOWN FOR CLARITY

P1e P2e

TA2

GB42

GB18

GB36

FIRST FLOOR

0"

TA1

S1P2e

FIRST FLOOR

0" S1

TA1 B

FIRST FLOOR

0"NOTE: TOILET PARTITIONS NOT

SHOWN FOR CLARITY

GB18

GB42

TA2

GB36

P1e

FIRST FLOOR

0"

FIRST FLOOR

0"

C

NOTE: TOILET PARTITIONS NOT

SHOWN FOR CLARITY

GB18

GB42

TA2

GB36

P1e

FIRST FLOOR

0"NOTE: TOILET PARTITIONS NOT SHOWN FOR CLARITY

TA1

S1

P1e

GB36

GB18

GB42

TA3

FIRST FLOOR

0"

C

TA1

S1

CERAMIC TILE (WHERE OCCURS)

MOUNTING PLATE BY BAR

MANUFACTURER

1 1/2" DIAMETER GRAB BAR - REFERENCE

TOILET ENLARGEMENT AND ELEVATIONS

16 GAUGE METAL

STRAP

2" DIAMETER STEEL

SLEEVE

1/2" CEMENT BOARD

STEEL STUD PARTITION (DOUBLE

STUD)

1 1/2"

1/4" = 1'-0"A-401

A1 ENLARGED TOILET ROOM PLANS

US Army Corps of Engineers ®

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1/2" = 1'-0"A-401

F1 ACCESSORY MOUNTING HEIGHTS

1/4" = 1'-0"A-401

A5 MEN'S - NORTH ELEVATION

1/4" = 1'-0"A-401

A8 MEN'S - EAST ELEVATION

1/4" = 1'-0"A-401

B5 MEN'S - SOUTH ELEVATION

1/4" = 1'-0"A-401

B8 MEN's - WEST ELEVATION

1/4" = 1'-0"A-401

D1 WOMEN'S - EAST ELEVATION

1/4" = 1'-0"A-401

D3 WOMEN'S - SOUTH ELEVATION

1/4" = 1'-0"A-401

D6 WOMEN'S - WEST ELEVATION

1/4" = 1'-0"A-401

D9 WOMEN'S - NORTH ELEVATION

3" = 1'-0"A-401

F6 GRAB BAR AT STUD PARTITION

02 4 8134

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

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CORRIDOR

STORAGE

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SERVICES

FLT

/4

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A-402

A4

0D 0D

FIRST FLOOR

0"

B2' - 6" +/- 6" +/-7" +/-2' - 0" +/-

MIN

4"

MIN

4"

MIN

4"

MIN

4"

51 2 51 2 4

A-402

D4

SPECIAL

HANDLING

CORRIDOR

202 5

/4

0D

SECOND FLOOR

10' - 0"

E

E 5' - 2" +/- 2' - 8" +/-

11 5 3

MIN

4"

MIN

4"

KEY NOTES

2 EXISTING ELECTRICAL PANEL. REMOVE COVER AND PAINT

TO MATCH ADJACENT WALL

4 ACCESS PANEL FOR JUNCTION BOX. PAINT TO MATCH

ADJACENT WALL

5 WIDTH AND DEPTH TO BE COORDINATED WITH WALL

MOUNTED ELECTRICAL EQUIPMENT. PROVIDE 4" MIN

CLEARANCE BETWEEN EDGE OF EQUIPMENT AND CORNER

OF WALL. DIMENSIONS PROVIDE FOR REFERENCE,

CONTRACTOR TO VERIFY IN FIELD. PROVIDE 4' H CORNER

GUARDS. PAINT WALL TO MATCH ADJACENT WALL

3 ELECTRICAL PANEL CENTERED ON FURRING. PAINT COVER

TO MATCH ADJACENT WALL

1 EXISTING WALL US Army Corps of Engineers ®

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1/2" = 1'-0"A-402

A1

ENLARGED PLAN - ELECTRICAL PANEL

FURRING

1/2" = 1'-0"A-402

A4 ELEV - FIRST FLOOR ELECTRICAL PANELS

1/2" = 1'-0"A-402

D1

ENLARGED PLAN - ELECTRICAL PANEL

FURRING

1/2" = 1'-0"A-402

D4 ELEV - SECOND FLOOR ELECTRICAL PANEL

01 2 42

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

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APPROX. 1

/2'' G

AP

APPRO

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APPRO

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STEEL DECK

(NOT SHOW

N)

F L A

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AT JOINT

REMOVABLE SHEET-METAL

COUNTERFLASHING

APPROPRIATE FASTENERS

APPROX. 24'' O.C.

EQUIPMENT FLANGE

FASTENER LOCATION

CURB COUNTERFLASHING (SKIRT FLASHING)

WITH OVERLAP JOINT

COUNTERFLASHING AT CURBS

FASTENERS APPROX. 8" O.C., MIN.

TWO PER SIDE

PREFABRICATED CORNER

FLASHING PIECE AT EACH

CORNER--SEAL ALL EXPOSED

EDGES

ADHERED MEMBRANE FLASHING

GASKETED FASTENERS--MIN. TWO

FASTENERS PER SIDE

REMOVABLE SHEET-METAL

COUNTERFLASHING

ROOFTOP EQUIPMENT FRAME

HOT-AIR-WELDED SEAM

BONDING ADHESIVE

SEALANT (IF REQUIRED FOR THE

SPECIFIC SYSTEM)

SEAM PLATES AND FASTENERS

2 X 6 MIN. WOOD NAILER

ATTACHED TO SUBSTRATE--OVERALL

THICKNESS TO MATCH INSULATION

PREFABRICATED METAL CURB

WOOD NAILER

STEEL DECK

(NOT SHOW

N)

STEEL DECK - CONTRACTOR

MUST REPLACE DAMAGED

SECTIONS

STEEL PLATE FASTENERS

RIBBON APPLIED ADHESIVE

1/2" GYPSUM COVERBOARD

FULLY ADHERED FLEECEBACK PVC (WHITE)

POLYISOCYANURATE

INSULATION R-30 MIN.

SELF-ADHEREING AIR

BARRIER

MEMBRANE EXTENDED BELOW

NAILER AND SECURED

FASTENERS APPROX. 12'' OC

CLEAT AND CLIP INFORMATION

SLO

PE

24 GAUGE SHEET METAL

COPING, TWO-COAT

FLUOROPOLYMER (KYNAR)

WOOD NAILER ATTACHED TO

SUBSTRATE

BONDING ADHESIVE

ADHERED MEMBRANE FLASHING

HOT-AIR-WELDED SEAM

SEALANT (IF REQUIRED FOR THE

SPECIFIC SYSTEM

SEAM PLATES AND FASTENERS

COVERBOARD AND INSULATION

COPING

SHEET METAL JOINT COVER

SEALANT ON EACH SIDE

NOTE: CLEAT/ CLIP THICKNESS TO BE ONE GAUGE HEAVIER THAN COPING METAL

CONTINUOUS CLEAT

APPROPRIATE FASTENERS

AT 6" OC

GASKETED FASTENERS PER MFR.

REQUIREMENTS

METAL FLANGE EXTENSION

TYPICAL CLEAT ENGAGEMENT CONTINUOUS CLEAT AND GASKETED FASTENERS

COPING JOINERY

V A

R

IE

S

A P

P R

O X

MEMBRANE SHEET CLOSURE

SECURED AND ADHERED TO WALL

ADHERED MEMBRANE FLASHING

HOT-AIR-WELDED SEAM

SEALANT (IF REQUIRED FOR THE

SPECIFIC SYSTEM

SEAM PLATES AND FASTENERS

COVERBOARD AND INSULATION

SHEET METAL EXPANSION JOINT

COVER WITH T-TYPE CLEAT

FLEXIBLE LINER WITH

COMPRESSIBLE INSULATION

2x6 MIN. WOOD NAILER

ATTACHED TO SUBSTRATE -

OVERALL THICKNESS TO MATCH

INSULATION

M

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E1 ROOF CROSS SECTION

NTSA-501

A4 FLASHING AT PARAPET

NTSA-501

E5 BASE FLASHING AT METAL CURB

3" = 1'-0"A-501

A1 WALL EXPANSION DETAIL

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CLAMPING RING

TAPERED INSULATION SUMP

PROVIDE COMPATIBLE SEALANT BETWEEN

DRAIN BOWL FLANGE AND ROOF MEMBRANE

DRAIN PIPE DIAMETER CAST-

IRON DRAIN BOWL

DECK CLAMP

NOTE:

1. ROOF DRAIN HEIGHT FROM DECK MAY VARY

2. STEEL DECK NOT SHOWN FOR CLARITY

SEALANT PER MFR REQUIREMENTS

SECURED MEMBRANE-COATED

SHEET METAL SCUPPER

HOT-AIR-WELDED MEMBRANE

FLASHING

HOT-AIR-WELDED SEAM

SEALANT PER MFR REQUIREMENTS

SEALANT

WOOD BLOCKING PER MFR

REQUIREMENTS

BONDING ADHESIVE

3" WIDE METAL TRIM (FASCIA)

SHEET METAL SLEEVE

STEEL DECK

(NOT SHOW

N)

PLUMBING VENT STACK

SEALANT

DRAWBAND

SEALANT BETWEEN VENT AND

PRE-MANUFACTURED

MEMBRANE FLASHING

PRE-MANUFACTURED

MEMBRANE FLASHING

HOT-AIR-WELDED SEAM

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ADMIN BEARING

20' - 10"

M

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IF

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7"

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OPEN MESH PLATFORM

LADDER STILE

V

IF

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X

ROOF MEMBRANE

EXISTING PARAPET

ROOF MEMBRANE

MOUNTING BRACKET

7"

NON-PENETRATING

PLATFORM

US Army Corps of Engineers ®

SHEET OF

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

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1 2 3 4 5 6 7 8 9 10

G

F

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F -1

-8

-1

A-502

R O

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ORIGINAL DOCUMENTS SUBMITTAL

J O

IN

T

B A

S E

A N

D R

E W

S M

A R

Y L A

N D

NTSA-502

D1 ROOF DRAIN DETAIL

NTSA-502

A4 OVERFLOW SCUPPER DETAILS

NTSA-502

A1 PRE-MANUFACTURED BOOT DETAIL

1/2" = 1'-0"A-502

D4 ROOF ACCESS LADDER

01 2 42

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

M A

R K

D E

S C

R

IP

T

IO

N D

A

16 GA. HOLLOW

METAL FRAME

GROUT SOLID.

EXISTING WALL

5 3/4"

P E

R E

L E

L V

A T

IO

N

SEALANT AND

BACKER

DOOR

EXPANSION

ANCHOR

F = FLUSH

w/ GLAZING

SCHED DOOR WIDTH

S C

H E

D D

O O

R H

E

IG

H T

DOOR TYPES

2" 2"

S C

H E

D D

O O

R H

E

IG

H T

SCHED DOOR WIDTH

FRAME TYPES HM = HOLLOW METAL

M E

T A

L I N

F

IL

L P

A N

E L

G = GLAZED

SCHED DOOR WIDTH

S C

H E

D D

O O

R H

E

IG

H T

CW = CURTAIN WALL

5' - 8"

2" 5' - 4" 2"

4"

SCHED DOOR WIDTH

6" 4"

"1

A B

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

SCHEDULED WINDOW WIDTH

S C

H E

D W

IN

H

E

IG

H T

EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

SCHEDULED WINDOW WIDTH

S C

H E

D W

IN

H

E

IG

H T

D

E

S C

H E

D W

IN

H

E

IG

H T

SCHED WIN WIDTH

C

S C

H E

D W

IN

H

E

IG

H T

SCHED WIN WIDTH

S C

H E

D W

IN

H

E

IG

H T

SCHED WIN WIDTH

SEALANT ALL

SIDES

16 GA. HOLLOW METAL

FRAME. GROUT SOLID.

DOOR

EXPANSION ANCHOR

T H

K

5/8"

/4

PER ELEVATION

* COORDINATE WITH

DOOR THICKNESS

EXISTING WALL

CURTAIN WALL

REPLACE DAMAGED GYP BD

BACKER ROD AND

SEALANT

E X

IS

T

IN

G

E X

T E

R

IO

R W

A L

L

ANCHOR PER MFR

BACKER ROD AND

SEALANT

EXISTING EXTERIOR WALL

REPLACE

DAMAGED GYP BD

BACKER ROD AND

SEALANT

ANCHOR PER MFR

6"

EXISTING EXTERIOR WALL

REPLACE

DAMAGED GYP BD

BACKER ROD AND

SEALANT

ANCHOR PER MFR

PROVIDE RECEPTOR AS NECESSARY

CONTRACTOR TO ENSURE WEEPS ARE CLEAR

1/2" FRT BLOCKING

REPLACE

DAMAGED GYP BD

BACKER ROD AND

SEALANT

ANCHOR PER MFR

SUB SILLEXISTING EXTERIOR WALL

PROVIDE RECEPTOR AND SUB SILL AS NECESSARY

CONTRACTOR TO ENSURE WEEPS ARE CLEAR

1/2" FRT BLOCKING

REPLACE DAMAGED GYP BD

BACKER ROD AND

SEALANT

E X

IS

T

IN

G

E X

T E

R

IO

R W

A L

L

ANCHOR PER MFR

PROVIDE RECEPTOR AS NECESSARY

BACKER ROD AND

SEALANT

1/2" FRT BLOCKING

1 1/2" = 1'-0"A-601

F9 DOOR HEAD DETAIL

1/4" = 1'-0"A-601

E4 DOOR AND FRAME TYPES (ELEVATIONS)

DOOR SCHEDULE

Door Number

DOOR

Fire Rating

FRAME

Hardware Comments

SIZE

Type Material Finish Type Material Finish

DETAILS

Width Height Thickness Jamb Head Sill

102 3' - 0" 7' - 0" 1 3/4" -- -- PAINT -- -- -- PAINT -- -- 0" EXISTING DOOR, FRAME, AND HARDWARE;

PAINT EXISTING DOOR AND FRAME

103 3' - 0" 7' - 0" 1 3/4" -- -- PAINT -- -- -- PAINT -- -- 0" EXISTING DOOR, FRAME, AND HARDWARE;

PAINT EXISTING DOOR AND FRAME

117 3' - 0" 7' - 0" 1 3/4" G AL/GL ANODIZED -- CW AL…