DD3 Pre-Final Drawings Arch Int.pdf

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LOCATION MAP

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VICINITY MAP

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NORFOLK

VIRGINIA

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U.S. NAVAL

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PROJECT LOCATION

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CONTRACT NO. N40085-18-D-1100

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CHIEF ENG/ARCH

FIRE PROTECTION

DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGPRE-FINAL SUBMITTAL - 2023/10/26

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UNCLASSIFIED

UNCLASSIFIED

DRY DOCK 3 REPAIR AND MODERNIZATION

1. WORK MUST COMPLY WITH APPLICABLE CODES AND STANDARDS AS LISTED

OR REFERENCED ON LIFE SAFETY PLAN AND LIFE SAFETY CRITERIA BY THE

AUTHORITY HAVING JURISDICTION.

2. DIMENSIONS GOVERN. DETAILS GOVERN OVER PLANS AND ELEVATIONS.

LARGE SCALE DETAILS OR PLANS GOVERN OVER SMALL SCALE DETAILS OR

PLANS. DO NOT SCALE DRAWINGS.

3. MANUFACTURER'S OR BRAND NAME PRODUCTS INDICATED OR SPECIFIED

ARE DONE SO TO ESTABLISH A MINIMUM LEVEL OF QUALITY.

4. THE LETTERS I, O, AND Q ARE NOT USED TO INDICATE DETAILS, SECTIONS

OR ELEVATIONS.

5. PAINT, STAIN, OR COAT EXPOSED SURFACES OF CONSTRUCTION UNLESS

NOTED OTHERWISE OR IF SURFACES ARE PRE-FINISHED.

6. OPENING DIMENSIONS ARE NOMINAL. FIELD MEASURE OPENINGS AND

COORDINATE WITH THE SUPPLIER FOR DOORS AND WINDOWS.

7. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS,

WHERE REQUIRED.

8. SEAL AROUND DOOR AND WINDOW FRAMES, WALL-MOUNTED FIXTURES

AND EQUIPMENT TO ADJACENT WALL SURFACES.

9. PROVIDE HVAC, PLUMBING, GAS OR ELECTRIC SERVICE CONNECTIONS TO

CASEWORK, FIXTURES, SIGNAGE, OR EQUIPMENT INDICATED (WHETHER

UNITS ARE INSTALLED BY CONTRACTOR OR BY OTHERS).

10. BRACE PARTITIONS, SUSPENDED CEILINGS, SOFFITS, SUSPENDED ITEMS,

ETC. ONLY TO STRUCTURAL ELEMENTS ABOVE. DO NOT ANCHOR TO ROOF

DECK, PLUMBING / SPRINKLER PIPES, DUCTWORK OR ELECTRICAL CONDUIT.

11. DO NOT REPRODUCE DRAWINGS CONTAINED IN THIS SET FOR SHOP

DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP DRAWINGS

WILL BE REJECTED AND RETURNED TO THE CONTRACTOR.

12. BECOME ACQUAINTED WITH CONDITIONS RELATED TO THE WORK. REPORT

DISCREPANCIES BETWEEN THE DRAWINGS AND THE CONDITIONS TO THE

CONTRACTING OFFICER FOR RESOLUTION PRIOR TO PROCEEDING WITH

THE WORK.

13. EACH INSTALLER MUST EXAMINE SUBSTRATE AND/OR CONDITIONS UNDER

WHICH THE WORK WILL BE INSTALLED AND REPORT TO THE CONTRACTOR

IN WRITING FOR CONDITIONS DETRIMENTAL TO THE EXECUTION OF THE

INSTALLERS WORK. DO NOT PROCEED UNTIL UNSATISFACTORY

CONDITIONS ARE CORRECTED. INSTALLATION CONSTITUTES ACCEPTANCE

OF THE SUBSTRATE AND/OR CONDITIONS.

14. "TYPICAL" (TYP) AS USED IN THESE DOCUMENTS MEANS THAT THE

CONDITIONS OR DIMENSION IS THE SAME OR REPRESENTATIVE OF

CONDITIONS THROUGHOUT.

15. IN THE CASE OF DISCREPANCIES BETWEEN THE DRAWINGS AND

SPECIFICATIONS, THE SPECIFICATIONS TAKE PRECEDENCE.

DISCREPANCIES MUST BE IDENTIFIED AND/OR CLARIFIED PRIOR TO THE

SPECIFICATION TAKING PRECEDENCE

MATERIALS LEGEND

CAST-IN-PLACE CONCRETE

STEEL

EARTH/COMPACT FILL

BATT/LOOSE FILL INSULATION

RIGID INSULATION

GYPSUM BOARD

DIMENSIONAL LUMBER

WOOD BLOCKING

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GLASS

PLYWOOD

SAND/MORTAR/PLASTER

DOOR NUMBER

DOOR TAG

ARCHITECTURAL SYMBOLS

WINDOW TYPE LETTER

WINDOW TYPE TAG

PARTITION TYPE DESIGNATION

(REFER TO PARTITION SCHEDULE)

PARTITION TYPE TAG

S3.1

PARTITION IN PLAN

B

ROOM NAME

A1

A-101

ROOM TAG

DETAIL NUMBER

SHEET WHERE DRAWN

DETAIL TAG

ROOM NAME

ROOM NUMBER

DETAIL NUMBER

SCALE

EXTERIOR ELEVATION

TAG

ELEVATION NUMBER

DIRECTION OF VIEW

SHEET WHERE DRAWN

A1

A-101

WALL / PARTIAL

BUILDING SECTION

TAG

SECTION NUMBER

SHEET WHERE DRAWN

GENERAL PROJECT SYMBOLS

A1

A-101

BUILDING SECTION

TAG

SECTION NUMBER

SHEET WHERE DRAWN

A1

A-101

BUILDING

KEYNOTE TAG

KEYNOTE NUMBER

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TRUE NORTH

3-AD101

A1 OH

A1

DETAIL TITLE

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ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL GENERAL NOTES

-S-

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT

SID STRUCTURAL INTERIOR DESIGN (ASK

INT)

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE, AS IN "SQ FT"

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STOR STORAGE

STRUCT STRUCTURAL

SUPP SUPPORT

SUSP SUSPENDED

SYS SYSTEM

-T-

TD TRENCH DRAIN

TECH TECHNICAL

THRU THROUGH

TLT TOILET

TO TOP OF, AS IN "TO STEEL"

TYP TYPICAL

-U-

UL UNDERWRITERS LABORATORY

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

-V-

VENT VENTILATE, VENTILATOR

VERT VERTICAL

VOL VOLUME

-W-

W WIDTH

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WT WEIGHT

-G-

GA GAUGE

GALV GALVANIZED

GL GIRT LINE

GYP GYPSUM

GYP BD /

GWB

GYPSUM BOARD

-H-

H / HT HEIGHT

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HVAC HEATING, VENTILATION & AIR

CONDITIONING

-I-

ID INSIDE DIAMETER

IN INCH

INSUL INSULATION

INT INTERIOR

-J-

JAN JANITOR'S CLOSET

-L-

L LEFT, LONG, LENGTH

LAB LABORATORY

LAV LAVATORY

LB or # POUND

LVR LOUVER

-M-

MACH MACHINE

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR /

MNFR

MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

-N-

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

-O-

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFICE

OPNG OPENING

OPP OPPOSITE

-P-

PERIM PERIMETER

PKG PACKAGE

PL PLATE

PLMB PLUMBING

PLYWD PLYWOOD

PROJ PROJECT

PVC POLYVINYL CHLORIDE

-R-

R RADIUS

RCP REFLECTIVE CEILING PLAN

RD ROOF DRAIN

RECP RECEPTACLE (ASK INT)

REF REFRIGERATOR (FF&E)

REFER REFERENCE

REINF REINFORCED

REQ'D REQUIRED

REV REVISION

RO ROUGH OPENING

-A-

ADJ ADJACENT, ADJUSTABLE

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

-B-

BD BOARD

BLDG BUILDING

BO BOTTOM OF, AS IN "BO STEEL"

-C-

CAB CABINET (ASK INT)

CID COMPREHENSIVE INTERIOR DESIGN

(ASK INT)

CJ CONTROL JOINT, CONSTRUCTION

JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

CORR CORRUGATED OR CORRIDOR

-D-

DBL DOUBLE

DEMO DEMOLITION

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG DRAWING

-E-

EA EACH

EEW EMERGENCY EYEWASH

EEWS EMERGENCY EYEWASH & SHOWER

EF EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION, AS IN HEIGHT

ELEC /

ELECT

ELECTRIC / ELECTRICAL

ELEV ELEVATOR, OR ELEVATION AS IN

NORTH ELEV

EQ EQUAL

EQUIP EQUIPMENT

ETC AND SO FORTH (ETCETERA)

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

-F-

FD FLOOR DRAIN

FE FIRE EXTINGUISHER WITH WALL

BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF&E FURNITURE, FIXTURES & EQUIPMENT

FHC FIRE HOSE CABINET (WITH

EXTINGUISHER & BRACKET)

FHR FIRE HOSE REEL (WITH EXTINGUISHER

& BRACKET)

FIN FINISHED, FINISH

FLR FLOOR

FP FIRE PROTECTION

FT FEET / FOOT

P

P

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AD101

A1

A3

A2

A4

A3

A2

A6A6

T

SUBSTATION

E3

E2

E3

E4

E1

E5

E6ALL

2' - 6" 22' - 8"

2'

1/

2" 4'

0"

/4

7' - 8" 7' - 4"

2'

6"

6' - 0"

0"

EXIST. COPING LEVEL

100' - 0"

A5

A1

A2 A2

A4 A4A4

A6A6

A3

5'

6"

C1

AD101

A5

22' - 8"

0"

1. DEMOLISH EXISTING CONSTRUCTION TO THE EXTENT INDICATED ON THE

DRAWINGS. PROTECT OTHER EXISTING STRUCTURES ON ADJACENT

PROPERTIES FROM DAMAGE THROUGHOUT CONSTRUCTION. SHOULD

DAMAGE OCCUR TO EXISTING CONSTRUCTION ON ADJACENT

PROPERTIES OR EXISTING CONSTRUCTION TO REMAIN ON SITE, REPAIR

THE DAMAGE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

REMOVE DEBRIS REGULARLY TO ELIMINATE INTERFERENCE.

2. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED,

SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN THE

OWNER’S PROPERTY, DEMOLISHED MATERIALS BECOME THE

CONTRACTOR’S PROPERTY AND MUST BE REMOVED FROM THE SITE

WITH FURTHER DISPOSITION AT THE CONTRACTOR’S OPTION.

3. DEMOLISHED MATERIALS MUST BE LEGALLY DISPOSED OF PROMPTLY.

DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON SITE. NO

BURNING IS ALLOWED.

4. REFER TO SPECIFICATION SECTION 02 41 00.00 22 FOR GENERAL

REQUIREMENTS AND AUTHORIZATIONS PRIOR TO BEGINNING OF

DEMOLITION WORK.

5. THIS DEMOLITION PLAN OUTLINES THE SCOPE OF THE WORK INVOLVED

FOR THE DEMOLITION PHASE OF THIS PROJECT. REFER TO THE PHASE 1

AND 2 DRAWINGS FOR ADDITIONAL INFORMATION.

6. REFER TO STRUCTURAL DEMOLITION DRAWINGS FOR DEMOLITION

EXTENTS OF CONCRETE & ASSOCIATED COMPONENTS.

7. PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED

TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDING

AREAS TO REMAIN.

8. FALL PROTECTION AND ALL GOVERNMENT SAFETY REQUIREMENTS MUST

BE MAINTAINED DURING DEMOLITION AND CONSTRUCTION PER

SPECIFICATIONS.

9. HAZARDOUS MATERIALS: SEE SPECIFICATIONS APPENDIX, "HAZMAT

INSPECTION DRAWINGS AND LABORATORY REPORTS," FOR TYPICAL

LOCATIONS AND TYPES OF HAZARDOUS MATERIALS THAT MAY BE

ENCOUNTERED. SEE DIVISION 2 SPECIFICATIONS FOR REMEDIATION AND

HANDLING OF HAZARDOUS MATERIALS. PRIOR TO BEGINNING WORK,

NOTIFY THE CONTRACTING OFFICER OF ANY ADDITIONAL MATERIALS

OBSERVED THAT MAY POTENTIALLY CONTAIN HAZARDOUS MATERIALS.

10. DISCONNECT AND REMOVE LIGHT FIXTURES / EXIT SIGNS / CONTROLS.

REMOVE CONDUIT, CONDUCTORS AND ASSOCIATED APPURTENANCES

BACK TO SOURCE.

11. REMOVE ELECTRICAL DEVICES COMPLETELY. SEAL PENETRATIONS.

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PM/DM

BRANCH MANAGER

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

A3

EXIST. COPING LEVEL - DEMOLITION

SCALE: 1/4" = 1'-0" (1-GD100)

C1

SECTION - DEMOLITION

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

C3

EXIST. ROOF LEVEL - DEMOLITION

DRY DOCK 2

DRY DOCK 4

102101

DRY DOCK 2

DRY DOCK 3

DRY DOCK 4

PLAN

NORTH

SHEET NOTES

SHEET KEYNOTES

KEY PLAN

A1 DEMOLISH ENTIRE 8" CMU EXTERIOR WALL

A2 DEMOLISH STEEL DOOR & FRAMING

A3 DEMOLISH CONCRETE STAIRS AND RAILINGS

A4 DEMOLISH ENTIRE CONCRETE FLOOR SLAB ON GRADE & FOUNDATION.

A5 DEMOLISH ENTIRE BUILT-UP MEMBRANE LOW SLOPE ROOF SYSTEM ABOVE

AND ASSOCIATED SUBSTRATE AND FRAMING.

A6 DEMOLISH MANHOLE ENCLOSURE AND OPENING

E1 DEMOLISH UNIT SUBSTATION (PRIMARY, TRANSFORMER, AND SECONDARY,

CONDUITS, AND CONDUCTORS BACK TO SOURCE. DEMOLISH CONCRETE PAD

COMPLETE. REMOVE PRIMARY DUCTBANK COMPLETE.

E2 DEMOLISH TRANSFORMER, CONDUITS, AND CONDUCTORS COMPLETE.

E3 DEMOLISH PANELBOARDS, CONDUITS AND CONDUCTORS COMPLETE.

E4 DEMOLISH ELECTRICAL OUTLETS, CONDUITS, AND CONDUCTORS COMPLETE.

E5 DEMOLISH ENCLOSED CIRCUIT BREAKER, CONDUITS, AND CONDUCTORS

COMPLETE.

E6 REMOVE AND RETAIN SCADA RTU. RETURN SCADA RTU TO NNSY UTILITIES

DEPARTMENT.

EXIT

BLDG. 516

2' 4' 8'0'

PLAN

NORTH

2' 4' 8'0'

PLAN

NORTH

2' 4' 8'0'

PLAN

NORTH

1. FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND, AND

ABBREVIATIONS REFER TO SHEET A-001.

2. FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION, REFER TO

PARTITION TYPES SHEET A-501.

3. DIMENSIONS ARE FROM: FACE OF CONCRETE WALL, FACE OF METAL

STUD AND CENTERLINE OF EQUIPMENT, UNLESS NOTED OTHERWISE.

4. FURNITURE LAYOUT PROVIDED FOR COORDINATION WITH BUILDING

SYSTEMS ONLY. FURNITURE TO BE GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED (GFGI).

5. DOOR LOCATIONS NOT DIMENSIONED ARE 4 INCHES FROM FACE OF

WALL FINISH TO OUTSIDE EDGE OF DOOR FRAME.

6. FOR DOOR SCHEDULE AND DETAILS, REFER TO SHEET A-601.

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A/E INFO

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A

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DES DRW CHK

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V F

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AS NOTED

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A-100

P U

M P

H O

U S

E

W E

T W

E

LL

O

V E

R A

LL

LESRJM RJM

1/8" = 1'-0"

PUMP HOUSE & WET WELL 3 - OVERALL

DRY DOCK 2

DRY DOCK 4

102101

DRY DOCK 2

DRY DOCK 3

DRY DOCK 4

PLAN

NORTH

SHEET NOTES

SHEET KEYNOTES

KEY PLAN

WET WELL 3

1 PUMP HOUSE

2 EQUIPMENT CONCRETE PLATFORM

3 ELECTRICAL EQUIP, RE: ELECT.

7 FLOOD WALL

8 CRANE RAIL STOP

14 STAIRS TO ROOF, RE: STRUCT

18 METAL STAIR AND PLATFORM, RE: STRUCT

45 METAL MESH PARTITIONS AND HINGED DOOR WITH SHOP ENAMEL FINISH. SEE

A-201 AND A-202 FOR HEIGHTS AND POST DIMENSIONS

4' 8' 16'0'

PLAN

NORTH

ROOF DRAINAGE CALCULATIONS

TYP. ROOF

DRAIN AREA MATERIAL SLOPE ROOF AREA TOTAL ROOF DRAIN QTY MINIMUM DRAIN SIZE

RAINFALL

INTENSITY

AREA COVERAGE

PER DRAIN

DRAIN AREA

PER DRAIN

TOTAL AREA

COVERAGE

TYP LOW SLOPE

DRAIN AREA

BUILT UP

MEMBRANE

1/2 / 12

MIN

2498 SF 6* 3" DIAMETER 6"/HR 1,470 SF 12.56 SQ IN 8,820 SF

NOTES:

1. UFC 3-110-03 REQUIRES THE USE OF UFC 3-400-02 “DESIGN: ENGINEERING WEATHER DATA” AND INTERNATIONAL PLUMBING CODE FOR DETERMINING 100 YEAR HOUR RAINFALL DATA.

(SUPERSEDES SMACNA 5 MIN. INTENSITY DATA). AS PER SEC 1106.1, THE HOUR RAINFALL IS 6" FOR NORFOLK, VA.

2. CALCULATIONS ARE BASED ON 3" DIAMETER DRAINS. THE TYPICAL ROOF DRAIN AREA IS 1,470SF TO ONE DRAIN WHICH INCLUDES THE AREA OF ABOVE ROOF AT EQUIPMENT PADS

AND ROOF HATCHES.

3. DRAIN SIZING:

MIN DIAMETER=3" (AREA PER DRAIN=12.56 SQ IN); I=6" RAINFALL INTENSITY; ROOF COVERAGE PER DRAIN=1,470 SF TOTAL DRAIN AREA COVERED=8,820 SF

4. SURPLUS TOTAL AREA OF ROOF DRAIN COVERAGE (8,820 - 2,498=6,322 SF).

*OVERFLOW DRAINS NOT INCLUDED IN CALCULATION.

S

LO

P E

1 2

B

A

8'

5' - 0" A1

A-301

A3 A-301

SLOPE

S

LO

P E

S

LO

P E

SLOPE

S

LO

P E

SLOPE

S

LO

P E

SLOPE

S

LO

P E

SLOPE

S

LO

P E

SLOPE

C L H

A T

C H

C L H

A T

C H

C L H

A T

C H

CL HATCH CL HATCH

CL RIDGE

50' - 0"

6'

8' - 6 1/4"

S

LO

P E

SLOPESLOPE

SLOPE

SLOPE

SLOPE

125' - 2"

125' - 2" 125' - 2"

125' - 2"

125' - 2" 125' - 2"

125' - 2" 125' - 2"

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

25' - 7" 25' - 7"

/8

C L R

ID

G

E C L

R

ID

G E

125' - 2"

125' - 2"

125' - 2"

125' - 10"

5' - 0"

A2

A-310 TYP (6)

A4 A-310

D2 A-310

D2 A-310

D2 A-310

49 49

B2 A-310

124' - 8"

124' - 8"

124' - 8" 124' - 8"

124' - 8" 124' - 8"

1. REFER TO SHEET A-100 FOR GENERAL NOTES

2. REFER TO STRUCTURAL FOR LOUVER OPENINGS

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SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

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M A

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V F

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A-101

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

PUMP HOUSE & WET WELL 3 - ROOF PLAN

DRY DOCK 2

DRY DOCK 4

102101

DRY DOCK 2

DRY DOCK 3

DRY DOCK 4

PLAN

NORTH

SHEET NOTES

SHEET KEYNOTES

KEY PLAN

WET WELL 3

3 ELECTRICAL EQUIP, RE: ELECT.

4 MECHANICAL EQUIP, RE: MECH.

11 BUILT-UP LOW SLOPE ROOF SYSTEM OVER COVERBOARD AND RIGID

INSULATION (R-30) ON CONCRETE ON MTL DECK.

13 8' X 8' ROOF HATCH, LOCKABLE INCLUDING HYDRAULIC LIFT MECHANISM WITH

LATCHING OPEN POSITION TYP.

14 STAIRS TO ROOF, RE: STRUCT

15 COMBINATION ROOF DRAIN AND OVERFLOW DRAIN WITH GALV METAL PAN;

SEE PLUMBING FOR PIPING DISTRIBUTION.

16 CRICKET, TYP.

18 METAL STAIR AND PLATFORM, RE: STRUCT

20 PARAPET ENTRY

33 EQUIP. CONCRETE PAD, RE: STRUCT

41 ROOF RIDGE

48 ROOFTOP EXHAUST FAN, SEE MECHANICAL DETAIL B4/M-560 FOR

PENETRATION DETAILS

49 LAMB TONGUE FIXTURE FOR OVERFLOW DRAINAGE DAYLIGHTING, SEE

PLUMBING FOR PIPING CONNECTIONS

2' 4' 8'0'

REF.

1 2

B

A

MAIN OPERATIONS

STAIR

40' - 0"

CONSOLE

TOILET

LOCKERS

C1

A-201

A1

A-201 A1

A-202

C1

A-202

A1 A-301

A3 A-301

S1AB

S2AA

S2AA

S2AA

S2AA

F1DB

F1DB

F1DB

F1DB

S2AA

S2CA

S2CA

101B

101C

101A

113A

113B

10' - 0" 8' - 0"

1"

9'

1/ 4"

/4

3' - 11" 6' - 3 1/4"

5' - 0"

TYP

5' - 0"

CL PUMP CL PUMP

A1 A-602

5'

5'

2'

3'

/4

C L P

U M

P C L

P U

M P

C L P

U M

P

A-401

B1

1"

7'

15' - 4 1/2" 17' - 2"

17' - 1 3/4"

8' - 2 1/2"

6'

/4

4' - 4"

5'

0"

0' - 8"

UP

DN

DN

DN

ALIGN

A-401 A1

S2BA

F1DB

F1DB

S1AB

S1ABS1AB

1' - 0 1/8"

1'

/4

ALIGN

1. REFER TO SHEET A-100 FOR GENERAL NOTES

2. REFER TO STRUCTURAL FOR LOUVER OPENINGS

N O

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IN

A

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SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V F

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A T

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AS NOTED

P O

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DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGPRE-FINAL - 2023/10/26

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A-102

P U

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

CONTROL LEVEL FLOOR PLAN

DRY DOCK 2

DRY DOCK 4

102101

DRY DOCK 2

DRY DOCK 3

DRY DOCK 4

PLAN

NORTH

SHEET NOTES

SHEET KEYNOTES

KEY PLAN

EXIST

PUMPWELL

WET WELL 3

6 PUMP MOTOR, RE: MECH.

9 STEEL COVER PLATE OVER OPENINGS, RE: STRUCTURAL.

18 METAL STAIR AND PLATFORM, RE: STRUCT

21 1 1/2" DIA STEEL PIPE GUARDRAIL, 42" HIGH, PAINTED SAFETY YELLOW, TYP.

REFER TO STRUCT DRAWINGS FOR LOCATION AND EXTENTS.

22 CONTROL CONSOLE, RE: MECH

29 LOCKERS, 12"W X 15"D X 42"H DOUBLE TIER LOCKER

32 FLOOR DRAIN

33 EQUIP. CONCRETE PAD, RE: STRUCT

34 LADDER BELOW COVER PLATE, SEE STRUCTURAL A4/S-554 FOR DETAILS

35 UTILITY SINK, RE: PLUMBING

45 METAL MESH PARTITIONS AND HINGED DOOR WITH SHOP ENAMEL FINISH. SEE

A-201 AND A-202 FOR HEIGHTS AND POST DIMENSIONS

47 WALL MOUNTED EYE WASH STATION

2' 4' 8'0'

1 2

B

A

PUMP LEVEL

STAIRS

A1 A-301

A3 A-301

S2CA

S2CA

8' - 2 1/2"

/4

TYP

1'

CONSOLE

LOCKERS

TOILET

EL. 9' - 0"

EL. 9' - 0"

EL. 9' - 0"EL. 9' - 0"

EQ 8' - 0" EQ

8'

3'

EQ EQE

Q

E Q

EQ EQ

E Q

E Q

EL. 7' - 0"

GYPSUM BOARD - PAINT

RECESSED LIGHT

10' - 0"

CEILING HEIGHT ABOVE FINISH FLOOR

HVAC AIR SUPPLY GRILLE

HVAC EXHAUST OR RETURN GRILLE

EXPOSED CEILING

EXIT SIGN

STRIP LIGHT FIXTURE - SURFACE MTD

CEILING FIXTURE LEGEND

1. REFER TO SHEET A-100 FOR GENERAL NOTES

2. REFER TO STRUCTURAL FOR LOUVER OPENINGS

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SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

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O M

M A

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V F

A C

A T

LA

N

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IC

AS NOTED

P O

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UNCLASSIFIED

UNCLASSIFIED

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DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGPRE-FINAL - 2023/10/26

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A-103

P U

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P

U M

P L

V L

F

LR

C

O N

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P

LESRJM RJM

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

A1

PUMP LEVEL

DRY DOCK 2

DRY DOCK 4

102101

DRY DOCK 2

DRY DOCK 3

DRY DOCK 4

PLAN

NORTH

SHEET NOTES

SHEET KEYNOTES

KEY PLAN

EXIST

PUMPWELL

WET WELL 3

6 PUMP MOTOR, RE: MECH.

9 STEEL COVER PLATE OVER OPENINGS, RE: STRUCTURAL.

18 METAL STAIR AND PLATFORM, RE: STRUCT

21 1 1/2" DIA STEEL PIPE GUARDRAIL, 42" HIGH, PAINTED SAFETY YELLOW, TYP.

REFER TO STRUCT DRAWINGS FOR LOCATION AND EXTENTS.

34 LADDER BELOW COVER PLATE, SEE STRUCTURAL A4/S-554 FOR DETAILS

47 WALL MOUNTED EYE WASH STATION

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

C4

CONTROL LEVEL RCP

2' 4' 8'0'

PLAN

NORTH

2' 4' 8'0'

EXIST. COPING LEVEL

100' - 0"

CONTROL LEVEL

108' - 0"

ROOF SLAB

124' - 2"

A1 A-301

TOP OF PARAPET

128' - 8"

3'

6" 3'

6"4' - 4"

EXIST. COPING LEVEL

100' - 0"

CONTROL LEVEL

108' - 0"

ROOF SLAB

124' - 2"

A3 A-301

TOP OF PARAPET

128' - 8"

A1 A-602

A B

EXTERIOR MATERIAL SCHEDULE

DESCRIPTION

PREFIN. COPING, STRINGERS, TREADS &

EXPOSED STRUCT. STAIR COMPONENTS

CONCRETE SMOOTH FINISH,

ELASTOMERIC PAINT COATING

MODEL/COLOR

DARK BRONZE

COLOR PAINTED TO MATCH

FEDERAL STANDARD 27780

DOORS, DOOR FRAMES AND LOUVERS

COLOR PAINTED TO MATCH

FEDERAL STANDARD 27780

PREFIN. GUARD RAILS SAFETY YELLOW

1. REFER TO SHEET A-100 FOR GENERAL NOTES

2. REFER TO STRUCTURAL FOR LOUVER OPENINGS

N O

T F

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C O

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T

IO

N

P R

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IM

IN

A

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SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

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S Y

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O M

M A

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V F

A C

A T

LA

N

T

IC

AS NOTED

P O

R T

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O U

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V

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IN

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N O

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UNCLASSIFIED

UNCLASSIFIED

U N

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DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGPRE-FINAL - 2023/10/26

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A-201

N O

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H A

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W E

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LESRJM RJM

SCALE: 1/4" = 1'-0" (A-102)

C1

PUMP WELL - NORTH ELEVATION

SCALE: 1/4" = 1'-0" (A-102)

A1

PUMP WELL - WEST ELEVATION

SHEET NOTES

SHEET KEYNOTES.

14 STAIRS TO ROOF, RE: STRUCT

18 METAL STAIR AND PLATFORM, RE: STRUCT

21 1 1/2" DIA STEEL PIPE GUARDRAIL, 42" HIGH, PAINTED SAFETY YELLOW, TYP.

REFER TO STRUCT DRAWINGS FOR LOCATION AND EXTENTS.

31 SMOOTH FINISH ON CONCRETE, SEALER, TYP.

40 STAINLESS STEEL METAL COPING

2' 4' 8'0'

CONTROL LEVEL

108' - 0"

ROOF SLAB

124' - 2"

A1 A-301

TOP OF PARAPET

128' - 8"

L02

0' - 6" 3' - 4" 0' - 6"

3'

0" 3'

6"

3'

6"

1 2

11' - 4 1/4"

11' - 4 1/4"

49 49 D3

A-310

EXIST. COPING LEVEL

100' - 0"

CONTROL LEVEL

108' - 0"

ROOF SLAB

124' - 2"

A3 A-301

TOP OF PARAPET

128' - 8"

A1 A-602

L01 L01

5' - 0" 5' - 0" 5' - 0" 5' - 0"

3'

6" 3'

6"

3'

0" B A

1. REFER TO SHEET A-100 FOR GENERAL NOTES

2. REFER TO STRUCTURAL FOR LOUVER OPENINGS

EXTERIOR MATERIAL SCHEDULE

DESCRIPTION

PREFIN. COPING, STRINGERS, TREADS &

EXPOSED STRUCT. STAIR COMPONENTS

CONCRETE SMOOTH FINISH,

ELASTOMERIC PAINT COATING

MODEL/COLOR

DARK BRONZE

COLOR PAINTED TO MATCH

FEDERAL STANDARD 27780

DOORS, DOOR FRAMES AND LOUVERS

COLOR PAINTED TO MATCH

FEDERAL STANDARD 27780

PREFIN. GUARD RAILS SAFETY YELLOW

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CONSTR. CONTR. NO.

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NAVFAC DRAWING NO.

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGPRE-FINAL - 2023/10/26

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A-202

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LESRJM RJM

SCALE: 1/4" = 1'-0" (A-102)

C1

PUMP WELL - SOUTH ELEVATION

SCALE: 1/4" = 1'-0" (A-102)

A1

PUMP WELL - EAST ELEVATION

SHEET NOTES

SHEET KEYNOTES.

14 STAIRS TO ROOF, RE: STRUCT

18 METAL STAIR AND PLATFORM, RE: STRUCT

21 1 1/2" DIA STEEL PIPE GUARDRAIL, 42" HIGH, PAINTED SAFETY YELLOW, TYP.

REFER TO STRUCT DRAWINGS FOR LOCATION AND EXTENTS.

40 STAINLESS STEEL METAL COPING

49 LAMB TONGUE FIXTURE FOR OVERFLOW DRAINAGE DAYLIGHTING, SEE

PLUMBING FOR PIPING CONNECTIONS

CONTROL LEVEL

108' - 0"

ROOF SLAB

124' - 2"

PUMP LEVEL

85' - 6"

A-310 A1

TOP OF PARAPET

128' - 8"

WET WELL LVL

45' - 0"

PUMP LEVEL

CONSOLE

MAIN OPERATIONS

TOILET

EXIST. COPING LEVEL

100' - 0"

CONTROL LEVEL

108' - 0"

ROOF SLAB

124' - 2"

PUMP LEVEL

85' - 6"

MAIN OPERATIONS

CONSOLE

PUMP LEVEL

TOP OF PARAPET

128' - 8"

WET WELL LVL

45' - 0"

1. REFER TO SHEET A-100 FOR GENERAL NOTES

2. REFER TO STRUCTURAL FOR LOUVER OPENINGS

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FOR COMMANDER NAVFAC

SEAL

A/E INFO

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CONSTR. CONTR. NO.

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NAVFAC DRAWING NO.

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OF

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGPRE-FINAL - 2023/10/26

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A-301

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

A1

BUILDING SECTION - EAST

SHEET NOTES

SHEET KEYNOTES

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

A3

BUILDING SECTION - SOUTH

11 BUILT-UP LOW SLOPE ROOF SYSTEM OVER COVERBOARD AND RIGID

INSULATION (R-30) ON CONCRETE ON MTL DECK.

13 8' X 8' ROOF HATCH, LOCKABLE INCLUDING HYDRAULIC LIFT MECHANISM WITH

LATCHING OPEN POSITION TYP.

14 STAIRS TO ROOF, RE: STRUCT

18 METAL STAIR AND PLATFORM, RE: STRUCT

21 1 1/2" DIA STEEL PIPE GUARDRAIL, 42" HIGH, PAINTED SAFETY YELLOW, TYP.

REFER TO STRUCT DRAWINGS FOR LOCATION AND EXTENTS.

34 LADDER BELOW COVER PLATE, SEE STRUCTURAL A4/S-554 FOR DETAILS

36 GWB ON MTL STUD CEILING SYSTEM

37 STRUCTURAL COLUMN, RE: STRUCT

45 METAL MESH PARTITIONS AND HINGED DOOR WITH SHOP ENAMEL FINISH. SEE

A-201 AND A-202 FOR HEIGHTS AND POST DIMENSIONS

4' 8' 16'0' 4' 8' 16'0'

CONTROL LEVEL

108' - 0"

ROOF SLAB

124' - 2"

PUMP LEVEL

85' - 6"

B

TOP OF PARAPET

128' - 8"

PUMP LEVEL

MAIN OPERATIONS

ATF WETWELL

A-310 B4

SS METAL COPING COVER

WITH SEALED JOINTS

CONTINUOUS GALV

METAL CLEAT

2X TREATED WOOD NAILER

COUNTER-SUNK EXPANSION

ANCHOR @ 24" O.C.

METAL SPLICE PLATE

AT COVER JOINTS

METAL DECK, SEE

STRUCTURAL DRAWINGS

CAST IN PLACE

CONCRETE, RE:

STRUCTURAL

SEE STRUCTURAL FOR

METAL DECK SUPPORT

CONT. TREATED WOOD CANT

RIGID BOARD INSULATION,

R-30 MIN

MTL. CLEAT @ 24" O.C.

COUNTERFLASHING

CONT. SEALANT

BUILT UP MEMBRANE

ROOF SYSTEM

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PROTECTION BOARD

EL: 125'-2"

EL: 128'-8"

STRAINER

METAL DECK, SEE

STRUCTURAL DRAWINGS

DECK CLAMP

CLAMPING RING

FLASHING CLAMP DEVICE

FULLY ADHERED

ROOF MEMBRANE

5/8" COVERBOARD

RIGID INSULATION,

R-30 MIN

SUMP PAN

FLASHING RING

WITH DAM AT

OVERFLOW DRAIN

NOTE: PRIMARY AND OVERFLOW ROOF

DRAINS SPACED 2'-0" O.C. AND LOCATED AT

THE LOW POINT IN THE ROOF SLOPE AND

ON A 2'-0" X 4'-0" FLAT SPOT, RE: PLUMBING

CLOSED CELL SPRAY APPLIED

FOAM, 4" DEPTH UNDER PAN

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

SEE STRUCTURAL

DRAWINGS FOR ROOF

FRAMING DETAILS

PRIMARY OVERFLOW

4"

SS METAL COPING COVER

BEYOND

CONT. TREATED WOOD CANT

RIGID BOARD INSULATION,

R-30 MIN

MTL. CLEAT @ 24" O.C.

GALV METAL COVER SHEET

WITH SEALED JOINTS

CAST IN PLACE

PARAPET BEYOND

BUILT UP MEMBRANE

ROOF SYSTEM

PROTECTION BOARD

EL: 125'-2"

EL: 128'-8"

EL: 125'-10"

GALV STEEL BAR

GRATING, RE:

STRUCTURAL

STRUCTURAL

BEAM, RE:

STRUCTURAL

M

IN4"

VARIES

NOTE: REFER TO STRUCTURAL DRAWINGS FOR

CONCRETE PAD LOCATIONS

CONT. TREATED

WOOD CANT

RIGID BOARD

INSULATION, R-30

MIN

MTL. CLEAT

@ 24" O.C.

GALV METAL COVER

SHEET WITH SEALED

JOINTS

CAST IN PLACE

CONCRETE CURB

BUILT UP MEMBRANE

ROOF SYSTEM

PROTECTION BOARD

METAL DECK, SEE

STRUCTURAL

DRAWINGS

SEAL PENETRATION

PERIMETER AT PIPE, TYP.

CAST IN PLACE

CONCRETE EXTERIOR

WALL, SEE STRUCTURAL

OVERFLOW ROOF DRAIN

PIPE, RE: PLUMBING

DRAWINGS

PARTITION AS

SCHEDULED

LAMB TOUNG DRAIN

FIXTURE AT EXTERIOR

FOR OVERFLOW DRAIN

DAYLIGHTING, SEE A-202

CONT. TREATED WOOD CANT

RIGID BOARD INSULATION, R-30 MIN

COLD FORMED METAL FRAMING WITH TREATED

PLYWOOD SHEATHING BOTH SIDES AND BATT

INSULATION

CONT METAL SHEET FLASHING AND DRIP EDGE

ROOF HATCH 1" FIBERBOARD INSULATION

BUILT UP MEMBRANE ROOF SYSTEM

PROTECTION BOARD

EL: 125'-2"

EL: 128'-8"

EL: 124'-2"

ALL SIDES

8' CLR OPENING

3/

8"

1'

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H

SEE STRUCTURAL FOR

ROOF HATCH SUPPORT

SPRING LIFTING MECHANISM

HOLD OPEN ARM AND GUIDE ARM BRACKET

1'

/2

ROOF HATCH COVER PANEL; COVER TOP

GAUGE 11 AL, COVER LINER GAUGE 18 AL, AND

1" FIGERGLASS COVER INSULATION

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DRAWFORM REVISION: 25 AUGUST 2020

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BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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SCALE: 1/4" = 1'-0" (A-301)

A1

WALL SECTION

SHEET KEYNOTES.

23 MOISTURE RESISTANT GYPSUM BOARD PANEL

31 SMOOTH FINISH ON CONCRETE, SEALER, TYP.

38 MECHANICAL LOUVER

39 OVERHEAD COILING DOOR BEYOND

40 STAINLESS STEEL METAL COPING

43 RIGID INSULATION TO ACHIEVE R-10

2' 4' 8'0'

SCALE: 1 1/2" = 1'-0" (A-310)

B4

SECTION DETAIL - TOP OF WALL

4"0' 8" 1'-4"SCALE: 1 1/2" = 1'-0" (A-101)

A2

ROOF DRAIN DETAIL W/OVERFLOW

4"0' 8" 1'-4" SCALE: 1 1/2" = 1'-0" (A-101)

A4

SECTION DETAIL - PARAPET ENTRY

4"0' 8" 1'-4"

SCALE: 1 1/2" = 1'-0" (A-101)

D2

ROOF CURB FLASHING DETAIL

4"0' 8" 1'-4"

SCALE: 1 1/2" = 1'-0" (A-202)

D3

PENETRATION DETAIL - OVERFLOW DRAIN PIPE

4"0' 8" 1'-4"

SCALE: 3/4" = 1'-0" (A-101)

B2

ROOF HATCH DETAIL

0' 1' 2' 3'

A-401 A2

A3

2'

"115

TOILET

TTD-1

MG-1

SD-1

PTD-1

WR-1

S2AA

S2AA

S2BA

S2BA

SND-1

A4

1'

TOILET ACCESSORIES LEGEND

TAG NO. ACCESSORY

MIRROR - SURFACE MOUNTED, 24" x 36"

SANITARY NAPKIN DISPOSER

SOAP DISPENSER

TOILET TISSUE DISPENSER

MG-1

SND-1

SD-1

TTD-1

PAPER TOWEL DISPENSER PTD-1

WASTE RECEPTACLE - SURFACE MOUNTEDWR-1

INTEGRAL EPOXY

WALL BASE (EF-1)

4' HIGH WAINSCOT

FRP (FRP-1)

EPOXY PAINT (PE-1)

6'

4"

INTEGRAL EPOXY

WALL BASE (EF-1)

4' HIGH WAINSCOT

FRP (FRP-1)

EPOXY PAINT (PE-1)

4" 6'

2'

0"

2' - 0"

INTEGRAL EPOXY

WALL BASE (EF-1)

FULL HEIGHT FRP

(FRP-1)

EPOXY PAINT (PE-1)

A1

A-701

SOFFIT, EPOXY PAINT

(PE-1)

B1

A-701

7'

INTEGRAL EPOXY

WALL BASE (EF-1)

4' HIGH WAINSCOT

FRP (FRP-1)

EPOXY PAINT (PE-1)

6'

4"

2'

2"

TRASH

RECEPTACLE

(TR-1)

MIRROR

(MG-1)

1'

2"

TOILET TISSUE

DISPENSER

(TTD-1)

SANITARY

NAPKIN

DISPOSER

(SND-1)

SOAP

DISPOSER

(SD-1)

3'

6"

3'

6" 3'

0"

PAPER TOWEL

DISPENSER

(PTD-1)

O P

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A B

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P

A R

T

4'

T O

H

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H E

S T

1'

2"

TOILET

TISSUE

SANITARY

NAPKIN

DISPOSAL

1' -7

M

IN

.1 '-5

3'-0" MAX

1'-6" TYP

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CONSTR. CONTR. NO.

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PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

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MCOTLS SED

SCALE: 1/2" = 1'-0" (A-102)

A1

ENLARGED PLAN - TOILET 115

SCALE: 1/4" = 1'-0" (A-104)

A2

TOILET 115 EAST ELEVATION

SCALE: 1/4" = 1'-0" (A-104)

A3

TOILET 115 SOUTH ELEVATION

2' 4' 8'0' 2' 4' 8'0'1' 2' 4'0'

SCALE: 1/4" = 1'-0" (A-102)

B1

INTERIOR ELEVATION

2' 4' 8'0'

SCALE: 1/4" = 1'-0" (A-104)

A4

TOILET 115 NORTH ELEVATION

2' 4' 8'0'

NOT TO SCALE

MOUNTING ACCESSORIES

D1

NOT TO SCALE

D3

TOILET ACCESSORIES

SEE ROOM FINISH SCHEDULE

FOR FINISH MATERIALS OVER

GYPSUM BOARD

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE

1 LAYER OF 5/8" TYPE "X"

GYPSUM BOARD EACH SIDE OF

METAL STUDS @ 16" O.C.

PARTITION TYPE S2

SEE HEAD DETAIL IN

SCHEDULE BELOW FOR FIRE

RATED HEAD DETAIL

INSULATION AS REQUIRED.

SEE SCHEDULE BELOW

SEE BASE DETAIL IN

SCHEDULE BELOW

6"

SEE HEAD DETAIL IN

SCHEDULE BELOW FOR

PARTIAL HEIGHT PARTITION

SEE ROOM FINISH SCHEDULE

FOR FINISH MATERIALS OVER

GYPSUM BOARD

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE

1 LAYER OF 5/8" MOISTURE RESISTANT

GYPSUM BOARD ON METAL Z- FURRING

FACE OF CAST IN PLACE

CONCRETE

PARTITION TYPE F1

SEE HEAD DETAIL IN

SCHEDULE BELOW

SEE BASE DETAIL IN

SCHEDULE BELOW

PARTITION TYPES GENERAL NOTES

PARTITION TYPE SYMBOL LEGEND

S1AA

INDICATES TYPE OF

PARTITION STRUCTURE:

F = FURRING METAL STUD

S = METAL STUD

H = C-H METAL STUD

M = MASONRY

INDICATES NUMBER OF

LAYERS OF GYPSUM BOARD

OR TYPE OF CMU FINISH

INDICATES THICKNESS OF

PARTITION STRUCTURE

INDICATES VARIATION OF

PARTITION WITH THE SAME

STRUCTURE, FINISH, AND

STRUCTURE THICKNESS

1. METAL STUDS AND BRACING ARE 20 GAUGE UNLESS NOTED OTHERWISE.

REFERENCE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS

2. REFERENCE DRAWINGS A-102 FOR PARTITION TYPE LOCATIONS.

SEE ROOM FINISH SCHEDULE

FOR FINISH MATERIALS OVER

GYPSUM BOARD

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE

1 LAYER OF 5/8" TYPE "X"

GYPSUM BOARD EACH SIDE OF

METAL STUDS @ 16" O.C.

PARTITION TYPE S1

METAL STUD BRACING @

4'-0" O.C. IN ALTERNATING

DIRECTIONS

SEE BASE DETAIL IN

SCHEDULE BELOW

6"

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FOR COMMANDER NAVFAC

SEAL

A/E INFO

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1 2 3 4 5

1 2 3 4 5

A

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

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DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

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AS NOTED

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1715740

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UNCLASSIFIED

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DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGPRE-FINAL - 2023/10/26

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LESRJM RJM

TYPE STC

FIRE

RATING

UL

DESIGN

NO

HEAD

DETAIL

BASE

DETAIL TYPE COMMENTS

F1DB N/A N/A N/A C3/A-502 C1/A-502 2" Z-FURRING STUDS AT 24" O.C. VERTICALLY. FULL

HEIGHT. WITH RIGID INSULATION.

TYPE STC

FIRE

RATING

UL

DESIGN

NO

HEAD

DETAIL

BASE

DETAIL TYPE COMMENTS

S2AA N/A N/A N/A C4/A-502 C2/A-502 3 5/8" METAL STUDS WITH BLANKET INSULATION.

PARITAL HEIGHT

S2BA N/A N/A N/A C4/A-502 C2/A-502 6" METAL STUDS WITH BLANKET INSULATION.

PARTIAL HEIGHT

S2CA N/A 60 MIN. U419 B4/A-502 C2/A-502 6" METAL STUDS WITH BLANKET INSULATION, 1HR

FIRE RATED. FULL HEIGHT

TYPE STC

FIRE

RATING

UL DESIGN

NO

HEAD

DETAIL

BASE

DETAIL TYPE COMMENTS

S1AB - - - C4/A-502 C2/A-502 3 5/8" METAL STUDS WITHOUT BLANKET INSULATION.

PARTIAL HEIGHT

SCHEDULED BASE

RE: ROOM FINISH SCHEDULE

5/8" MOISTURE RESISTANT

GYPSUM BOARD ON METAL

Z-FURRING , SEE FLOOR

PLANS FOR PARTITION TYPE

FINISH FLOOR

RE: ROOM FINISH SCHEDULE

FLOOR SLAB

RE: STRUCTURAL

EACH LAYER OF GYPSUM

BOARD SET IN CONTINUOUS

BEAD OF SEALANT (TYP.)

METAL BOTTOM

RUNNER SET IN

SEALANT

RIGID INSULATION,

R-10 MIN

2" Z-FURRING @24"

O.C VERTICAL

5/8" MOISTURE RESISTANT

GYPSUM BOARD ON METAL

Z-FURRING , SEE FLOOR

PLANS FOR PARTITION TYPE

UNDERSIDE OF

STRUCTURAL DECK

TOP TRACK

2" Z-FURRING @24" O.C

VERTICAL

RIGID INSULATION,

R-10 MIN

CEILING AS

SCHEDULED

PARTITION AS

SCHEDULED

UNDERSIDE OF

STRUCTURAL DECK

METAL BRACING @4-'0"

O.C. IN ALTERNATING

DIRECTIONS

SCHEDULED BASE

RE: ROOM FINISH

SCHEDULE

5/8" GYPSUM BOARD ON

METAL STUDS OR METAL

FURRING, SEE FLOOR PLANS

FOR PARTITION TYPE

FINISH FLOOR

RE: ROOM FINISH

SCHEDULE

FLOOR SLAB

RE: STRUCTURAL

EACH LAYER OF GYPSUM

BOARD SET IN CONTINUOUS

BEAD OF SEALANT (TYP.)

METAL BOTTOM

RUNNER SET IN

SEALANT

CEILING AS SCHEDULED

PARTITION AS SCHEDULED

UNDERSIDE OF

STRUCTURAL DECK

FIRESTOP SEALANT AT

FIRE RATED PARTITIONS

AT EACH SIDE

5/8" GWB ANCHORED TO

METAL DEEP LEG RUNNER

DEEP LEG RUNNER WITH 3" MIN

LEG ANCHORED TO UNDERSIDE

OF STRUCTURE

RUNNER TRACK SLIP CLIP

M

IN4"

M

IN1"

M

IN1"

INFILL VOIDS IN METAL DECK FLUTES

WITH FIRE SAFING INSULATION

N O

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O R

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U C

T

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IN

A

R Y

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

D E

P A

R T

M E

N T

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T H

E N

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Y N

A V

A L

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C

IL

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IN

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E R

IN

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S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V F

A C

A T

LA

N

T

IC

AS NOTED

P O

R T

S M

O U

T H

V

IR

G

IN

IA

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N A

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UNCLASSIFIED

U N

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IF

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DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGPRE-FINAL - 2023/10/26

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LESRJM RJM

SCALE: 3" = 1'-0"

C1

PARTITION DETAIL - BOTTOM

SCALE: 3" = 1'-0"

D3

PARTITION DETAIL - HEAD

SCALE: 3" = 1'-0"

D4

PARTITION DETAIL - HEAD

SCALE: 3" = 1'-0"

C2

PARTITION DETAIL - BOTTOM

0' 6"3" 9" 0' 6"3" 9" 0' 6"3" 9" 0' 6"3" 9"

SCALE: 3" = 1'-0"

B4

PARTITION DETAIL - FIRE RATED - HEAD

0' 6"3" 9"

F

DOOR WIDTH

RE: SCHEDULE

R E

: S C

H E

D U

LE

D O

O R

H E

IG

H

T

OH

D O

O R

P E

R S

C H

E D

U

LE

DOOR PER SCHEDULE

B

WIDTH

PANEL B

P A

N E

L H

E

IG

H T

A

L01

7'

L02

6'

0"

5'

6'

10' - 0"7' - 6 1/2"

SET: 1.0

DOORS: 113A

DESCRIPTION: EXTERIOR SINGLE HM FLUSH INSULATED PANEL

HINGE 3 T4A3386 4-1/2" NRP 32D SATIN STAINLESS STEEL MCKINNEY USA

THRESHOLD1 896 N 36" 1/4 - 20LA AL - ALUMINUM NATIONAL GUARD USA

CLOSER1 DC6210 M71 BHMA 689 SILVER ALUMINUM CORBIN RUSSWIN

LOCKSET1 L9050 F04 626 SATIN CHROME SCHLAGE

RIM CYLINDER1 - - -

1 K1050 4" X 34" (INTERIOR SIDE) US26D SATIN CHROME ROCKWOOD MANUFACTURING

DOOR HARDWARE SETS

PROTECTION PLATE

DOORS: 115

DESCRIPTION: INTERIOR SINGLE HM FLUSH PANEL - PRIVACY

SET: 4.0

DOORS: 101A AND 101B

DESCRIPTION: EXTERIOR PAIR HM FLUSH INSULATED PANEL

HINGE 6 T4A3386 4-1/2" NRP 32D SATIN STAINLESS STEEL MCKINNEY USA

THRESHOLD1 896 N 66" 1/4 - 20LA AL - ALUMINUM NATIONAL GUARD USA

CLOSER1 DC6210 M71 BHMA 689 SILVER ALUMINUM CORBIN RUSSWIN

LOCKSET1 L9080 F07 626 FINISH SATIN CHROME SCHLAGE

RIM CYLINDER1 - - -

2 K1050 10" X 34" (INTERIOR SIDE) US26D SATIN CHROME ROCKWOOD MANUFACTURING

SET: 2.0

PROTECTION PLATE

1 GASKETING -5050B PEMCO

1 1800 SERIES TYPE 01 (EXIT ONLY) ROCKWOOD MANUFACTURINGPANIC EXIT DEVICE

1 16A 36" AL - ALUMINUMRAIN GUARD

1 S88C - PEMCOGASKETING

626 SATIN CHROME

NATIONAL GUARD USA

2 1800 SERIES TYPE 14 ROCKWOOD MANUFACTURINGPANIC EXIT DEVICE

1 16A 72" AL - ALUMINUMRAIN GUARD

626 SATIN CHROME

NATIONAL GUARD USA

1 305 CN HEIGHTASTRAGAL PEMCO

DOORS: 002 AND 113B

DESCRIPTION: INTERIOR SINGLE HM FLUSH PANEL - 1 HR FIRE RATED

HINGE 3 T4A3386 4-1/2" NRP 32D SATIN STAINLESS STEEL MCKINNEY USA

THRESHOLD1 896 N 36" 1/4 - 20LA AL - ALUMINUM NATIONAL GUARD USA

CLOSER1 DC6210 M71 BHMA 689 SILVER ALUMINUM CORBIN RUSSWIN

LEVER1 AU (PASSAGE) 626 SATIN CHROME YALE

RIM CYLINDER1 - - -

2 K1050 10" X 34" US26D SATIN CHROME ROCKWOOD MANUFACTURING

SET: 3.0

PROTECTION PLATE

1 1800 SERIES TYPE 14 ROCKWOOD MANUFACTURINGPANIC EXIT DEVICE 626 SATIN CHROME

HINGE 3 T4A3386 4-1/2" NRP 32D SATIN STAINLESS STEEL MCKINNEY USA

THRESHOLD1 896 N 36" 1/4 - 20LA AL - ALUMINUM NATIONAL GUARD USA

CLOSER1 DC6210 M71 BHMA 689 SILVER ALUMINUM CORBIN RUSSWIN

LOCKSET1 L9496 F03 (PRIVACY WITH INDICATOR) 626 SATIN CHROME SCHLAGE

RIM CYLINDER1 - - -

2 K1050 4" X 34" US26D SATIN CHROME ROCKWOOD MANUFACTURINGPROTECTION PLATE

DOORS: 114

DESCRIPTION: INTERIOR SINGLE HM FLUSH PANEL - CONTROL ROOM

SET: 5.0

HINGE 3 T4A3386 4-1/2" NRP 32D SATIN STAINLESS STEEL MCKINNEY USA

THRESHOLD1 896 N 36" 1/4 - 20LA AL - ALUMINUM NATIONAL GUARD USA

CLOSER1 DC6210 M71 BHMA 689 SILVER ALUMINUM CORBIN RUSSWIN

LOCKSET1 L9080 F07 626 SATIN CHROME SCHLAGE

RIM CYLINDER1 - - -

2 K1050 10" X 34" US26D SATIN CHROME ROCKWOOD MANUFACTURINGPROTECTION PLATE

N O

T F

O R

C O

N S

T R

U C

T

IO

N

P R

E L

IM

IN

A

R Y

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

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

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V F

A C

A T

LA

N

T

IC

AS NOTED

P O

R T

S M

O U

T H

V

IR

G

IN

IA

N O

R F

O L K

N A

V A

L S

H

IP

Y A

R D

D R

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O C

K

R E

P A

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A

TI

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1715740

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P R

D A

T E

D E

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IP

T

IO

N S

Y M

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

P

LO

T T

E D

F

IL

E

N A

M E

DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGPRE-FINAL - 2023/10/26

XXX

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A-601

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LESRJM RJM

DOOR SCHEDULE

DOOR

NO.

DOOR FRAME

ASSEMBLY

RATING

DETAIL

HDW

SET REMARKS

SIZE

TYPE MATERIAL FIN TYPE MATERIAL FIN HEAD JAMB SILLWIDTH HEIGHT

CONTROL LEVEL

101A PR. 2' - 6" 7' - 0" F-IN HM PE-1 1.1 HM PAINT - D1/A-602 C1/A-602 A1/A-602 2

101B PR. 3' - 0" 7' - 0" F-IN HM PE-1 1.1 HM PAINT - D1/A-602 C1/A-602 B1/A-602 2

101C - 8' - 0" 8' - 0" OH-C - FF-1 - - - D3/A-602 C3/A-602 B3/A-602 - HARDWARE BY OVERHEAD DOOR MANUFACTURER

113A - 3' - 0" 7' - 0" F-IN HM PE-1 1.1 HM PAINT - D1/A-602 C1/A-602 A3/A-602 1

113B - 3' - 0" 7' - 0" F-IN HM PE-1 1.1 HM PAINT 60 MIN. D2/A-602 C2/A-602 A2/A-602 3

114 - 3' - 0" 7' - 0" FL HM PE-1 1.1 HM PAINT - D2/A-602 C2/A-602 B2/A-602 5

115 - 3' - 0" 7' - 0" FL HM PE-1 1.1 HM PAINT - D2/A-602 C2/A-602 B2/A-602 4 PROVIDE 1" UNDERCUT, PROVIDE COLOR SELECTIONS FOR

OWNER'S REVIEW & APPROVAL

PUMP LEVEL

002 - 3' - 0" 7' - 0" F-IN HM PE-1 1.1 HM PAINT 60 MIN. D2/A-602 C2/A-602 B2/A-602 3

NOT TO SCALE

DOOR TYPES

PANEL DOORS

FL FLUSH PANEL

F-IN FLUSH PANEL INSULATED

COILING DOORS

OH-C OVERHEAD COILING

DOOR

LOUVER SCHEDULE

QUANTITY TYPE

SIZE DETAILS

REMARKSWIDTH HEIGHT HEAD JAMB SILL

2 L01 7' - 6 1/2" 5' - 0" D4/A-602 C4/A-602 B4/A-602

1 L02 10' - 0" 6' - 0" D4/A-602 C4/A-602 B4/A-602

NOT TO SCALE

LOUVER TYPES

DOOR AND FRAME LEGEND

FINISH

FF-1* FACTORY FINISHED

PE-1** PAINT-EPOXY

MATERIAL

AL ALUMINUM

HM HOLLOW METAL

SIZE

- SINGLE DOOR

PR PAIR OF DOORS

DOOR FRAME

1.1 2" 2"

1.2 2" 4"

VARIES

WIDTH

DOUBLE

MTL STUDS

SEALANT TYP. AT

FULL PERIMETER

ON BOTH SIDES

HM FRAME

JAMB ANCHORS -

3 PER JAMB

5/8" GWB

BOTH SIDES

BATT

INSULATION

DOOR, RE: DOOR

SHCEDULE

R E

: S C

H E

D U

LE

D O

O R

W

ID

T H

DOUBLE MTL

STUDS

MTL RUNNER

HM FRAME

BATT

INSULATION

SEALANT TYP. AT

FULL PERIMETER

ON BOTH SIDES

5/8" GWB

MTL STUDS

@ 16" O.C.

VARIES

WIDTH

DOOR, RE: DOOR

SCHEDULE

OVERHEAD COILING

DOOR, RE: SCHEDULE

CONC. SLAB

FINISH FLOOR, RE:

FINISH SCHEDULE

BOTTOM BAR & SEAL

STEEL CHANNEL

SUPPORT BEYOND

1/ 2"

R E

: D O

O R

S C

H E

D U

LE

D O

O R

H E

IG

H

T

HOLLOW METAL

FRAME

DOOR, RE: DOOR

SCHEDULE

FINISH AS SCHEDULED

CONCRETE SLAB

SEALANT

VARIES

R E

D

O O

R S

C H

E D

U L E

D O

O R

H E

IG

H

T

HOLLOW METAL FRAME

DOOR, RE: DOOR

SCHEDULE

FINISH AS SCHEDULED

CONCRETE SLAB

CAST ALUMINUM

THRESHOLD SET IN

SEALANT AND ANCHORED

TO CONCRETE SLAB

6 3/4"

HOLLOW

METAL FRAME

DOOR, SEE

SCHEDULE

FINISH AS

SCHEDULED

CONCRETE

SLAB

CAST ALUMINUM

THRESHOLD SET IN

SEALANT AND ANCHORED

TO CONCRETE SLAB

METAL GRATING

PLATFORM,

RE:STRL

STRUCTURAL

SUPPORT BEYOND,

SEE STRUCT

THICKNESS

CONC. WALL

CAST-IN-PLACE

CONCRETE WALL

1" CHAMFER

COILING DOOR, RE:

SCHED

5/8" GWB ON METAL

Z-FURRING

CLOSURE TRIM AND

DUST SEAL

STEEL BENT PLATE

AT HEAD & JAMBS,

PAINTED

HEAVY GAGE STUD

BACKING

P E

R S

C H

E D

U

LE

D O

O R

H E

IG

H

T

CAST-IN-PLACE

CONCRETE WALL

COILING DOOR,

RE: SCHEDULE

SEALANT TYP.

BOTH SIDES

1" CHAMFER

BOTH SIDES

CONCRETE WALL THICKNESS

STL ANGLE GUIDES BY

OVERHEAD DOOR

SUPPLIER

5/8" GWB ON METAL

Z-FURRING

RIGID INSUALTION

CAST-IN-PLACE

CONCRETE WALL

DOOR, RE: DOOR

SCHEDULE

1" CHAMFER

NON-METALLIC

SHIM

5/8" GWB ON

Z-FURRING

MTL STUD BOX BEAM

AT DOOR HEAD

BACKER ROD

AND SEALANT

BOTH SIDES

HM FRAME

INSULATED FRAME

CONT SEALANT

CORNER BEAD

RIGID INSULATION

R E

: S C

H E

D U

LE

D O

O R

H E

IG

H

T

CAST-IN-PLACE

CONCRETE WALL

DOOR, RE:

SCHEDULE

1" CHAMFER

BOTH SIDES

NON-METALLIC

SHIM 5/8" GWB ON

Z-FURRINGBACKER ROD

AND SEALANT

BOTH SIDES

HM FRAME

INSULATED FRAME

RIGID

INSULATION

CONC. WALL THICKNESS 3 1/2"

R E

: S C

H E

D U

LE

D O

O R

W

ID

T H

SEALANT WITH

BACKER ROD

END METAL TRIM

BY MANUF.

METAL

FLASHING

ALUMINUM

LOUVER

CONT. SUPPORT

FRAME

NON-METALLIC

SHIM

SEALANT

1" CHAMFER

5/8" GWB ON METAL

Z-FURRING

RIGID INSUALTION

THICKNESS

CIP WALL

CAST-IN-PLACE

CONCRETE WALL

METAL STUD BOX BEAM

AT LOUVER HEAD

ALUMINUM

LOUVER

CONT. SUPPORT

FRAME

SEALANT

SLOPE 8% MIN.

5/8" GWB ON METAL

FURRING

BATT INSUALTION

CAST-IN-PLACE

CONCRETE WALL

END METAL TRIM

BY MANUF.

ALUMINUM

LOUVER CONT. SUPPORT

FRAME

SEALANT

SLOPE 8% MIN.

5/8" GWB ON METAL

Z-FURRING

RIGID INSUALTION

CAST-IN-PLACE

CONCRETE WALL

END METAL TRIM

BY MANUF.

HOLLOW METAL FRAME

DOOR, SEE DOOR SCHEDULE

FINISH AS SCHEDULED

CONCRETE SLAB

SEALANT

R E

D

O O

R S

C H

E D

U L E

D O

O R

H E

IG

H

T CAST ALUMINUM

THRESHOLD SET IN

SEALANT AND ANCHORED

TO CONCRETE SLAB

METAL

GRATING

PLATFORM

STRUCTURAL

SUPPORT BEYOND,

SEE STRUCT

CLR

1"

HOLLOW

METAL FRAME

DOOR, SEE

SCHEDULE

METAL GRATING AT

STAIR, RE: STRL

STRUCTURAL SUPPORT

BEYOND, SEE STRUCT

CAST ALUMINUM

THRESHOLD SET IN

SEALANT AND ANCHORED

TO CONCRETE SLAB

METAL GRATING

PLATFORM; RE:STRL

STRUCTURAL

SUPPORT BEYOND;

RE: STRUCT

CLR

1"

N O

T F

O R

C O

N S

T R

U C

T

IO

N

P R

E L

IM

IN

A

R Y

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

OF

EPROJECT NO.:

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

IL

IT

IE

S E

N G

IN

E

E R

IN

G

S Y

S T

E M

S C

O M

M A

N D

DRAWFORM REVISION: 25 AUGUST 2020

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N A

V F

A C

A T

LA

N

T

IC

AS NOTED

P O

R T

S M

O U

T H

V

IR

G

IN

IA

N O

R F

O L K

N A

V A

L S

H

IP

Y A

R D

D R

Y D

O C

K

R E

P A

IR

A

N D

M O

D E

R N

IZ

A

TI

O

N

1715740

A P

P R

D A

T E

D E

S C

R

IP

T

IO

N S

Y M

UNCLASSIFIED

UNCLASSIFIED

U N

C

LA

S S

IF

IE

D

P

LO

T T

E D

F

IL

E

N A

M E

DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWINGPRE-FINAL - 2023/10/26

XXX

XXX

XXX

LA

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SCALE: 3" = 1'-0"

C2

METAL STUD DOOR JAMB DETAIL

SCALE: 3" = 1'-0"

D2

METAL STUD DOOR HEAD DETAIL

SCALE: 3" = 1'-0"

B3

COILING DOOR SILL DETAIL

SCALE: 3" = 1'-0"

B2

INTERIOR DOOR SILL DETAIL

SCALE: 3" = 1'-0"

B1

EXTERIOR DOOR SILL DETAIL

SCALE: 3" = 1'-0" (A-102)

A1

EXTERIOR DOOR SILL DETAIL

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

D3

COILING DOOR HEAD DETAIL

SCALE: 3" = 1'-0"

C3

COILING DOOR JAMB DETAIL

SCALE: 3" = 1'-0"

D1

CONC DOOR HEAD DETAIL

SCALE: 3" = 1'-0"

C1

CONC DOOR JAMB DETAIL

SCALE: 3" = 1'-0"

D4

LOUVER HEAD DETAIL

SCALE: 3" = 1'-0"

B4

LOUVER SILL DETAIL

SCALE: 3" = 1'-0"

C4

LOUVER JAMB DETAIL

4"0' 8" 1'-4" 0' 6"3" 9"0' 6"3" 9"0' 6"3" 9"

0' 6"3" 9" 0' 6"3" 9"0' 6"3" 9"0' 6"3" 9"

0' 6"3" 9" 0' 6"3" 9"0' 6"3" 9"0' 6"3" 9"

0' 6"3" 9"0' 6"3" 9" SCALE: 3" = 1'-0"

A2

SILL DETAIL - DOOR 113B

SCALE: 3" = 1'-0"

A3

SILL DETAIL - DOOR 113A

0' 6"3" 9"

1. REFER TO SPECIFICATIONS FOR THE BASIS OF DESIGN OR EQUIVALENT

MANUFACTURER TECHNICAL REQUIREMENTS.

2. FINISHES INDICATED ARE THE APPROVED BASIS OF DESIGN TO CONVEY

COLOR, PATTERN, TEXTURE AND SALIENT CHARACTERISTICS ONLY. THE

LISTING OF MANUFACTURER INFORMATION IS NOT INTENDED TO LIMIT THE

SELECTION OF PRODUCTS PROVIDED BY OTHER MANUFACTURERS.

3. REFER TO INTERIOR ELEVATIONS, REFLECTED CEILING DRAWINGS,

ENLARGED PLAN DRAWINGS AND INTERIOR DETAIL DRAWINGS FOR

ADDITIONAL FINISH PLACEMENT INFORMATION.

4. REFER TO ELECTRICAL DRAWINGS, MECHANICAL DRAWINGS, STRUCTURAL

DRAWINGS AND COMMUNICATION DRAWINGS FOR COORDINATION OF

BUILDING FINISHES TO BUILDING SYSTEMS.

5. REFER TO REFLECTED CEILING DRAWINGS FOR CEILING HEIGHTS AND

CEILING MATERIAL EXTENTS.

6. REFER TO ENLARGED TOILET DRAWINGS AND INTERIOR ELEVATIONS FOR

PLACEMENT OF INTERIOR FINISHES IN TOILET/LOCKER ROOMS.

7. REFER TO MILLWORK DETAIL DRAWINGS AND INTERIOR ELEVATIONS FOR

ASSIGNMENT OF SOLID SURFACE AND PLASTIC LAMINATE FINISHES AND

ADDITIONAL INFORMATION.

8. PROVIDE BLOCKING AS REQUIRED TO SECURE WALL MOUNTED ITEMS

INCLUDING TOILET ACCESSORIES, MILLWORK, SHELVES, COUNTERTOP

SUPPORTS, AND ANY OTHER WALL MOUNTED OBJECT.

9. INTERIOR DOOR FRAMES MUST MATCH ADJACENT WALL FINISH. SEMI-

GLOSS FINISH.

10. INTERIOR HOLLOW METAL DOORS AND INTERIOR FACE OF EXTERIOR

DOORS TO MATCH ADJACENT WALL COLOR. SEMI-GLOSS FINISH. REFER TO

EXTERIOR FINISH SCHEDULE FOR FINISHES ON EXTERIOR SIDE OF DOORS.

11. HANDRAIL MUST BE PAINT DARK BRONZE AND GUARDRAILS MUST BE PAINT

SAFETY YELLOW. SEMI-GLOSS FINISH.

12. INTERIOR CAULKING MUST MATCH ADJACENT WALL FINISH COLOR.

13. NO FINISHES REQUIRED ON CONCRETE WALLS OR CONCRETE CEILINGS

UNLESS NOTED OTHERWISE.

14. AT GYPSUM BOARD SOFFITS AND BULKHEADS, PAINT EXPOSED SURFACES.

15. PAINT EXPOSED CEILING ELEMENTS INCLUDING METAL DECK AND

STRUCTURAL STEEL BEAMS.

16. PAINT EXPOSED MISCELLANEOUS STEEL, PIPING, HANGERS, VALVES AND

CONDUITS. THE PAINT COLOR MUST MATCH ADJACENT WALL COLOR. FIRE

PROTECTION PIPING COLOR MUST BE SAFETY RED.

17. DO NOT PAINT PRE-FINISHED ITEMS, FINISHED METAL SURFACES,

OPERATING PARTS, LABELS OR WARNINGS.

FACE OF FLOOR SLAB

RESINOUS FLOORING SYSTEM

RE: ROOM FINISH SCHEDULE

IN…