BLDG D Combined Drawings.pdf

For the best experience, open this PDF portfolio in

Acrobat X or Adobe Reader X, or later.

Get Adobe Reader Now!

http://www.adobe.com/go/reader

A

B

C

D

1 2 3 4 5

DRAWFORM REVISION: 10 MARCH 2009

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

OF

EPROJECT NO.:

E P A R

TM

E N T O F

TH

E

N A V Y

N

V A L F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A

<<PM-DM>> ZN/DP

BRANCH MANAGER DAW

CHIEF ENG/ARCH THC

FIRE PROTECTION JTG

1100 NORTH GLEBE ROAD

SUITE 500

ARLINGTON, VIRGINIA 22201

571.218.1000

FAX: 571.218.1600

VICINITY MAP

P303 MARINE CORPS RESERVE CENTER

04/16/2021

4/

/2

9:

:5

PM

WASHINGTON NAVY YARD

PUMP ENCLOSURE

IFC SUBMISSION APRIL 16, 2021

NAVAL FACILITIES ENGINEERING COMMAND, WASHINGTON

CAMP FRETTERD

_G

-0

-C O

VE

R

S H

EE

T

D_G-001

RE

IS

TE

RS

TO

W N M

AR

YL

AN

13134100

1624807

ER ER WS

VE

SH

AM

P

FR

ET

TE

RD

PU

M

EN

LO

SU

AV

AL

F

AC

IL

IT

IE

G

IN

, W

AS

TO

W

AS

H

IN

GT

O

.C

H

IN

G

TO

N

N

AV

Y

YA

WASHINGTON D.C.

REISTERSTOWN, MARYLAND

AR

K

ES

IP

TI

AT

AP

PR

dagoberto.portillo

New Stamp

P A R

TM

E N T O F

TH

E

N A

V A L F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A

ARLINGTON, VIRGINIA 22201

AS NOTED

_G

-S

EX

D_G-002

TE

RS

TO

W N M

AR

YL

13134101

ER ER WS

T

IN

DE

X

ET

AS

H

IN

GT

O

H

IN

G

TO

N

N

AV

Y

YA

PUMP ENCLOSURE SHEET INDEX

CURRENT

NUMBER Sheet Number

NAVFAC

DRAWING

NUMBER Sheet Name

GENERAL

1 D_G-001 13134100 COVER SHEET

2 D_G-002 13134101 SHEET INDEX

STRUCTURAL

3 D_S-001 13134102 GENERAL NOTES

4 D_S-002 13134103 ABBREVIATIONS, LEGEND, AND LOAD DIAGRAM

5 D_S-101 13134104 STRUCTURAL PLANS, ELEVATIONS, AND SECTIONS

6 D_S-501 13134105 TYPICAL DETAILS

7 D_S-502 13134106 TYPICAL DETAILS

ARCHITECTURE

8 D_A-001 13134107 GENERAL NOTES, ABBREVIATIONS

9 D_A-101 13134108 PLANS

10 D_A-201 13134109 ELEVATIONS

11 D_A-301 13134110 BUILDING AND WALL SECTIONS

12 D_A-501 13134111 WALL DETAILS

13 D_A-601 13134112 SCHEDULES AND DIAGRAMS

FIRE PROTECTION

14 D_F-001 13134113 GENERAL NOTES

15 D_F-101 13134114 FIRE PUMP PLAN

16 D_F-501 13134115 DETAILS SHEET

17 D_F-502 13134116 FIRE MATRIX

PLUMBING

18 D_P-101 13134117 PLUMBING FLOOR PLAN, RISER & DETAILS

MECHANICAL

19 D_MH001 13134118 HVAC LEGEND

20 D_MH101 13134119 HVAC FLOOR PLAN

21 D_MH501 13134120 HVAC DETAILS

22 D_MH601 13134121 HVAC SCHEDULES

23 D_MH701 13134122 HVAC CONTROLS

24 D_MP001 13134123 MECHANICAL PROCESS LEGEND

25 D_MP101 13134124 MECHANICAL FLOOR PLAN

26 D_MP301 13134125 MECHANICAL PROCESS SECTIONS

27 D_MP302 13134126 MECHANICAL PROCESS SECTION AND SCHEDULES

28 D_MP501 13134127 MECHANICAL PROCESS DETAILS

29 D_MP901 13134128 MECHANICAL PROCESS ISOMETRIC VIEWS

30 D_MI001 13134129 INSTRUMENTATION LEGEND AND ABBREVIATIONS

31 D_MI002 13134130 P&ID FIRE SUPPLY STORAGE TANK

32 D_MI003 13134131 P&ID MECHANICAL PROCESS PUMP ENCLOSURE

ELECTRICAL

33 D_E-001 13134132 ELECTRICAL LEGEND AND ABBREVIATIONS

34 D_E-101 13134133 ELECTRICAL LIGHTING AND POWER FLOOR PLANS

35 D_E-112 13134134 LIGHTNING PROTECTION PLAN

36 D_E-501 13134135 ELECTRICAL LIGHTING DETAILS

37 D_E-502 13134136 ELECTRICAL LIGHTING PHOTOMETRICS

38 D_E-503 13134137 LIGHTNING PROTECTION DETAILS

39 D_E-504 13134138 ELECTRICAL DETAILS

40 D_E-505 13134139 ELECTRICAL DETAILS

41 D_E-506 13134140 ELECTRICAL DETAILS

42 D_E-601 13134141 ELECTRICAL POWER RISER DIAGRAM

43 D_E-602 13134142 ELECTRICAL GROUNDING DIAGRAM

44 D_E-611 13135420 ELECTRICAL SCHEDULES

45 D_E-621 13135421 ELECTRICAL PANEL SCHEDULES

D_G-001 - COVER SHEET

D_G-002 - SHEET INDEX

2021-04-14T11:23:26-0400

Peter Soukas

I am signing to certify the authenticity of this document.

2021-04-14T11:23:55-0400

Peter Soukas

I am signing to certify the authenticity of this document.

1. ELEVATIONS NOTED ON THE STRUCTURAL DRAWINGS ARE

RELATIVE TO MEAN SEA LEVEL DATUM.

2. DETAILS LABELED "TYPICAL DETAILS" OR DETAILS ON "TYPICAL

DETAILS" SHEETS APPLY TO SITUATIONS THAT ARE THE SAME

OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS

AND DIMENSIONS APPLY WHETHER OR NOT DETAILS ARE

REFERENCED AT EACH LOCATION.

3. SLOPING DECK PLANES ARE USUALLY DEFINED BY A WORK

POINT ELEVATION AND A SLOPE. STEEL MEMBERS

SUPPORTING A SLOPING DECK PLANE HAVE THEIR TOP OF

STEEL COINCIDENT WITH THE BOTTOM OF DECK.

1. REVIEW AND VERIFY ACTUAL EQUIPMENT DIMENSIONS USING

APPROVED MANUFACTURER/ VENDOR DRAWINGS PRIOR TO

SUBMISSION OF SHOP DRAWINGS.

2. REVIEW AND VERIFY LOCATION OF CHASES, INSERTS,

OPENINGS, SLEEVES, FINISHES, DEPRESSIONS, PADS, AND

WALL OPENINGS. COORDINATE WITH ALL OTHER DISCIPLINE

SHEETS.

3. DO NOT SCALE DRAWINGS FOR THE PURPOSE OF

ESTABLISHING DIMENSIONS.

4. DO NOT STORE OR STACK CONSTRUCTION MATERIALS ON

FLOORS/ROOFS IN EXCESS OF 80 PERCENT OF LIVE LOAD.

5. PROVIDE BRACING AND SHORING TO MAINTAIN THE STABILITY

OF, AND TO AVOID OVER-LOADING, THE STRUCTURE DURING

CONSTRUCTION. THE STRUCTURE IS DESIGNED FOR THE

COMPLETED CONDITION ONLY.

6. CUT NO HOLES IN STRUCTURAL MEMBERS WITHOUT WRITTEN

APPROVAL FROM THE COR.

1. COMPLY WITH THE REQUIREMENTS OF SPECIFICATION

SECTION 01 45 35, STRUCTURAL TESTS AND INSPECTIONS.

THE STRUCTURAL DESIGN CONFORMS TO THE FOLLOWING

CODES/STANDARDS:

1. UFC 1-200-01 DOD BUILDING CODE (8 OCTOBER 2019)

2. UFC 3-220-01 GEOTECHNICAL ENGINEERING (1 NOVEMBER 2012)

3. UFC 3-301-01 STRUCTURAL ENGINEERING (1 OCTOBER 2019)

4. UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR

BUILDINGS (12 DECEMBER 2018)

5. IBC 2018 INTERNATIONAL BUILDING CODE, AS MODIFIED BY THE

UFC

6. ASCE/SEI 7–16 MINIMUM DESIGN LOADS FOR BUILDINGS AND

OTHER STRUCTURES, AS MODIFIED BY THE UFC

1. SERVICEABILITY DESIGN FOR DEFLECTION CONFORMS TO IBC

2018 AND ASCE 7-16 APPENDIX C AND COMMENTARY AS

MODIFIED BY THE UFC.

A. VERTICAL LIMITS BASED ON UNFACTORED LOADS: 1/360

OF SPAN OF MEMBERS SUBJECTED TO FULL NOMINAL

LIVE LOAD, 1/240 OF SPAN OF MEMBERS SUBJECTED TO

DEAD PLUS LIVE LOAD.

B. LATERAL LIMITS: 1/480 OF BUILDING HEIGHT BASED ON

THE 10 YEAR MEAN RECURRENCE INTERVAL WIND

SPEED.

1. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL

INVESTIGATION REPORT BY ECS MID-ATLANTIC, LLC, ENTITLED

"REPORT OF SUBSURFACE EXPLORATION, LABORATORY

TESTING, AND GEOTECHNICAL ENGINEERING ANALYSIS,"

DATED MAY 31, 2019. THE DESIGN OF FOUNDATIONS UTILIZES

THE FOLLOWING PARAMETERS:

A. ALLOWABLE NET BEARING CAPACITY OF 3,000 PSF

B. DENSITY OF NEW FILL MATERIAL: 120 PCF

C. SUBGRADE MODULUS, K1: 120 PCI

D. ACTIVE EARTH PRESSURE COEFFICIENT, Ka: 0.33 E. AT REST EARTH PRESSURE COEFFICIENT, Ko: 0.50 F. PASSIVE EARTH PRESSURE COEFFICIENT, Kp: 3.00

G. COEFFICIENT OF FRICTION FOR SLIDING: 0.35

2. FROST DEPTH: 30 INCHES

3. BELOW SLABS-ON-GRADE PROVIDE: VAPOR BARRIER AND MIN 4

INCH THICK POROUS FILL CONSISTING OF #57 STONE, CR-6, OR

GASB DENSE-GRADED AGGREGATE.

1. CONCRETE DESIGN CONFORMS TO ACI 318–14 BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE, AS MODIFIED

BY THE UFC.

2. CONCRETE REINFORCING

A. REINFORCING BARS: ASTM A615, GRADE 60, DEFORMED.

B. WELDED WIRE: ASTM A1064, PLAIN.

3. MINIMUM 28-DAY COMPRESSIVE STRENGTHS:

A. WALL FOOTINGS: 4,000 PSI

B. SLABS-ON-GROUND: 4,000 PSI

C. OTHER STRUCTURAL CONCRETE: 4,000 PSI

4. COVER FOR CONCRETE REINFORCEMENT - CAST IN PLACE:

A. CAST AGAINST AND PERMANENTLY IN CONTACT WITH

GROUND: 3 INCHES

B. EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

3 INCHES

C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH

GROUND:

1. SLABS: #11 AND SMALLER, 1 INCH.

5. UNLESS NOTED OTHERWISE, WELDED WIRE FABRIC

REINFORCEMENT TO BE PLACED AT MID-HEIGHT OF THE SLAB.

6. WELDING OF REINFORCING BARS IS NOT PERMITTED.

NOTES:

(1) TOP BARS AS DEFINED AS ANY BARS IN WHICH THE DEPTH OF

THE CONCRETE CAST IN ONE LIFT BENEATH THE BARS EXCEEDS

1'-0".

(2) CASE 1: CLEAR SPACING OF BARS DEVELOPED OR SPLICED

NOT LESS THAN db, CLEAR COVER NOT LESS THAN db, AND STIRRUPS OR TIES THROUGHOUT Ld NOT LESS THAN THE CODE MINIMUM OR

CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS

THAN 2db AND CLEAR COVER NOT LESS THAN db.

CASE 2: BARS DEVELOPED OR SPLICED WITH CLEAR COVER

AND/OR SPACING NOT MEETING THE REQUIREMENTS OF CASE 1.

(3) SPLICE LENGTHS:

a. CLASS A TENSION SPLICE = 1.0 Ld, 12 in MIN

b. CLASS B TENSION SPLICE = 1.3 Ld, 12 in MIN

c. COMPRESSION SPLICE = 30db, 12 in MIN

(4) VALUES IN TABLES ARE FOR UNCOATED REBAR ONLY.

1. STRUCTURAL STEEL DESIGN CONFORMS TO AISC 360–16

SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AS

MODIFIED BY THE UFC.

2. STRUCTURAL STEEL MATERIALS:

A. ANGLES AND CHANNELS: ASTM A36

B. PLATE AND BAR: ASTM A36

C. WELDING ELECTRODES: COMPLY WITH AWS

REQUIREMENTS. PROVIDE FILLER METAL WITH A MINIMUM

TENSILE STRENGTH OF 70 KSI.

3. BOLTS, CONNECTORS AND ANCHORS:

A. HIGH-STRENGTH BOLTS: ASTM F3125 GRADES A325 OR

A490, TYPE 1, HEAVY-HEX STRUCTURAL STEEL BOLTS

B. NUTS: ASTM A563, GRADE C, HEAVY-HEX CARBON STEEL

NUTS

C. WASHERS: ASTM F436, TYPE 1, HARDENED CARBON-

STEEL WASHERS; ALL WITH PLAIN FINISH

D. UNHEADED ANCHOR RODS: ASTM F1554, GRADE 36

E. HEADED ANCHOR RODS: ASTM F1554, GRADE 55- S1

(WELDABLE)

F. THREADED RODS: ASTM A36

4. DO NOT SPLICE STRUCTURAL MEMBERS EXCEPT WHERE

INDICATED ON THE DRAWINGS.

5. HOT DIP GALVANIZE ELEMENTS EXPOSED TO WEATHER.

1. STEEL DECKING DESIGN CONFORMS WITH SDI ANSI/RD1.0–10

STANDARD FOR ROOF DECK, AS MODIFIED BY THE UFC.

2. ROOF DECKING TO BE 1 1/2" DEEP, 18 GAGE, WIDE RIB DECK

SPANNING PERPENDICULAR TO SUPPORTS IN A THREE-SPAN

CONDITION WITH THE FOLLOWING MINIMUM PROPERTIES:

A. I = 0.295 IN4/FT

B. S = 0.327 IN3/FT

C. Fy = 33 KSI

3. FASTEN DECKING WITH 5/8" DIAMETER PUDDLE WELDS WITH A

36/4 PATTERN. PROVIDE MINIMUM TWO #10 SIDELAP SCREWS

PER SPAN.

1. MASONRY DESIGN CONFORMS TO TMS 402/602-2016 BUILDING

CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY

STRUCTURES, AS MODIFIED BY THE UFC.

2. MASONRY NET AREA COMPRESSIVE STRENGTH AT 28-DAYS:

2,000 PSI.

3. MASONRY DESIGN STRENGTH, f'm: 2,000 PSI

4. REINFORCING BARS: ASTM A615, GRADE 60, DEFORMED. LAP

REINFORCING BARS AS FOLLOWS:

A. #5 BARS AND SMALLER: 24"

B. #6 BARS: 38"

5. UNLESS NOTED OTHERWISE, PROVIDE BOND BEAMS AS

FOLLOWS:

A. CONTINUOUS WITH 2-#5 AT EACH STRUCTURALLY

CONNECTED ROOF AND FLOOR ELEVATION.

B. CONTINUOUS WITH 2-#5 AT WALL OPENINGS EXTENDING

NOT LESS THAN 24 INCHES PAST EACH END OF THE

OPENINGS.

6. UNLESS NOTED OTHERWISE, REINFORCE MASONRY WALLS AS

FOLLOWS:

A. HORIZONTAL REINFORCEMENT: PROVIDE GALVANIZED

W2.8x2.8 LADDER TYPE HORIZONTAL BED JOINT

REINFORCEMENT AT 16 INCHES OC.

B. VERTICAL REINFORCEMENT:

a. #5 @ 32" OC

b. PROVIDE AT LEAST ONE #5 VERTICAL AT THE

FOLLOWING LOCATIONS:

• WITHIN 16 INCHES OF EACH SIDE OF

OPENINGS

• WITHIN 8 INCHES OF EACH SIDE OF

MOVEMENT JOINTS

• WITHIN 8 INCHES OF ENDS OF WALLS

7. MASONRY INSTALLED BELOW GRADE TO BE FULLY GROUTED.

8. PLACE CONTROL JOINTS AT MIDSPAN OF WALLS UON ON THE

DRAWINGS. DO NOT PLATE CONTROL JOINTS IN PORTIONS OF

WALLS BELOW GRADE.

9. LINTELS MUST BEAR A MINIMUM OF 8 INCHES AT EACH END.

USE ANY OF THE FOLLOWING LINTELS WHEN THE HEAD OF THE

MASONRY OPENING IS BELOW FLOOR OR ROOF BEARING

ELEMENTS BY A MINIMUM OF 75% OF THE LINTEL SPAN,

UNLESS OTHERWISE NOTED ON PLAN:

A. CMU LINTELS PER 8" CMU THICKNESS:

a. 0 TO 4 FEET 8 INCH DEEP WITH 2-#5 BOT

b. 4 TO 6 FEET 8 INCH DEEP WITH 2-#5 BOT

c. 6 TO 8 FEET 16 INCH DEEP WITH 2-#5 BOT

B. STEEL LINTEL PER 4" BRICK:

a. 0 TO 8 FEET L4x3-1/2x3/8 LLV

DELEGATED DESIGN TO BE IN ACCORDANCE WITH THE

SPECIFICATIONS.

1. OPEN WEB STEEL JOISTS

1. DESIGN AND MANUFACTURE JOISTS TO COMPLY WITH THE

REQUIREMENTS OF THE STANDARD SPECIFICATIONS LOAD

TABLES AND WEIGHT TABLES FOR STEEL JOISTS AND JOIST

GIRDERS, SJI 100, FOR THE JOIST DESIGNATIONS INDICATED

ON THE DRAWINGS.

2. DESIGN JOISTS FOR 100 LB POINT LOAD ON BOTTOM CHORD

ANYWHERE ALONG ITS LENGTH.

3. JOIST BRIDGING, INCLUDING ALL CONNECTIONS, SHALL BE

DESIGNED BY THE JOIST DESIGNER IN ACCORDANCE WITH SJI

REQUIREMENTS.

4. DESIGN JOISTS AND JOIST UPLIFT BRIDGING TO RESIST A NET

ULTIMATE UPLIFT PRESSURE OF 41 PSF.

5. DO NOT CUT HOLES OR NOTCHES IN CHORD AND WEB

MEMBERS, UNLESS APPROVED BY THE JOIST DESIGNER AND

THE CONTRACTING OFFICER.

6. DO NOT APPLY TEMPORARY OR PERMANENT LOADS TO JOIST

BRIDGING.

7. DESIGN JOIST BEARING FOR A HORIZONTAL OUT-OF-PLANE

ROLLOVER FORCE OF 600 LBS PER JOIST.

1. MATERIALS:

A. CARBON STEEL WEDGE ANCHOR STUDS: ASTM A 510 OR

ASTM A 108.

B. NUT & WASHER: COMPATIBLE WITH STUD MATERIAL &

FINISH.

C. CARBON STEEL THREADED ROD: ISO 898 CLASS 5.8.

D. CONCRETE REINFORCING DOWELS: ASTM A 615, GRADE

E. MESH SCREEN TUBE: CYLINDRICAL SHAPE WITH ONE

END CLOSED MANUFACTURED FROM ZINC PLATED LOW

CARBON STEEL OR STAINLESS STEEL. MESH SIZE,

DIAMETER, AND LENGTH AS SPECIFIED BY ADHESIVE

MANUFACTURER.

2. MECHANICAL ANCHORS AND THREADED INSERTS TO BE

CARBON STEEL WITH ZINC PLATING IN ACCORDANCE WITH

ASTM B 633,TYPE III Fe/Zn 5 (SC1), UNLESS NOTED OTHERWISE.

3. POST-INSTALLED ANCHORS MANUFACTURED BY HILTI, INC.

ARE SPECIFIED AS A BASIS OF DESIGN AND TO ESTABLISH THE

DESIRED QUALITY AND PERFORMANCE OF THE WORK. OTHER

APPROVED MANUFACTURERS ARE:

A. SIMPSON STRONG TIE.

B. DEWALT FASTENERS.

4. ANCHORING TO CONCRETE: TYPE AND SIZE AS INDICATED.

A. MECHANICAL ANCHORS:

a. MECHANICAL ANCHORS USED IN CONCRETE MUST

BE TESTED AND PREQUALIFIED FOR

PERFORMANCE IN CRACKED AND UNCRACKED

CONCRETE IN ACCORDANCE WITH ACI 355.2 AND

ICC-ES AC193, INCLUDING SEISMIC SHEAR AND

TENSION.

b. EXPANSION ANCHORS: WEDGE TYPE, TORQUE

CONTROLLED ANCHORS.

B. ADHESIVE ANCHORS:

a. ANCHORS CONSISTING OF AN INSERT AND

CARTRIDGE TYPE, TWO COMPONENT, EPOXY OR

HYBRID ADHESIVE DISPENSED AND MIXED

THROUGH A STATIC MIXING NOZZLE PROVIDED BY

THE ADHESIVE MANUFACTURER.

b. ADHESIVE TO BE TESTED AND PREQUALIFIED FOR

PERFORMANCE IN CRACKED AND UNCRACKED

CONCRETE IN ACCORDANCE WITH ICC-ES AC308,

INCLUDING SEISMIC SHEAR & TENSION,

HORIZONTAL AND OVERHEAD INSTALLATIONS, AND

LONG TERM CREEP.

5. ANCHORING TO GROUT FILLED OR HOLLOW CONCRETE

MASONRY: TYPE AND SIZE AS INDICATED

A. ADHESIVE ANCHORS

a. ANCHORS CONSISTING OF AN INSERT AND

CARTRIDGE TYPE, TWO COMPONENT, EPOXY OR

HYBRUD ADHESEIVE DISPENSED AND MIXED

THROUGH A STATIC MIXING NOZZLE PROVIDED BY

THE ADHESIVE MANUFACTURER.

b. PROVIDE A MESH SCREEN TUBE WHEN ANCHORING

TO HOLLOW CONCRETE MASONRY.

c. ADHESUVE MUST HAVE BEEN TESTD AND

PREQUALIFIED IN ACCORDANCE WITH ICC-ES AC58,

INCLUDING FREEZE-THAW CONDITIONS, CRITICAL

AND MINIMUM EDGE DISTANCE AND SPACING, AND

LONG-TERM CREEP.

6. ADHESIVE ANCHORS MUST BE TENSION PROOF LOADED TO

THE GREATER OF 50 PERCENT OF EXPECTED ADHESIVE

ULTIMATE STRENGTH OR 80 PERCENT OF STEEL YIELD

STRENGTH OF THE ANCHOR RODS. PROOF LOADING MUST BE

PERFORMED AFTER A MINIMUM CURING PERIOD SPECIFIED BY

THE MANUFACTURER.

7. IDENTIFY POSITION OF REINFORCING STEEL AND OTHER

EMBEDDED ITEMS PRIOR TO DRILLING HOLES FOR ANCHORS.

EXERCISE CARE IN DRILLING TO AVOID DAMAGING EXISTING

REINFORCING OR EMBEDDED ITEMS. STOP DRILLING AND

NOTIFY THE COR IF REINFORCING STEEL OR OTHER

EMBEDDED ITEMS ARE ENCOUNTERED DURING DRILLING.

8. INSTALL ANCHORS IN DRY HOLES IN ACCORDANCE WITH

MANUFACTURER’S PRINTED INSTRUCTIONS. EMBED ANCHORS

INTO THE SUBSTRATE AS INDICATED IN THE POST-INSTALLED

ANCHOR SCHEDULE UON.

POST-INSTALLED ANCHOR SCHEDULE NOTES:

MINIMUM EFFECTIVE EMBEDMENT IS BASED ON THE SPECIFIED

ANCHOR MANUFACTURED BY HILTI, INC. ANCHORS BY OTHER

MANUFACTURERS MAY REQUIRE DEEPER EMBEDMENT TO

ACHIEVE COMPARABLE STRENGTHS. ANCHORS ARE ASSUMED

TO BE EMBEDDED IN CRACKED CONCRETE.

POST-INSTALLED ANCHOR SCHEDULE

ANCHORING TO NORMAL AND LIGHT WEIGHT CONCRETE

ANCHOR TYPE

BASIS OF DESIGN

EXPANSION

ANCHOR

KWIK BOLT TZ

ADHESIVE ANCHOR

HY 200-R

ADHESIVE ANCHOR

RE 500 V3

ANCHOR

DIAMETER

MIN EFFECTIVE

EMBEDMENT, UON

1/2" 5/8" 3/4"

1/2" - 1"

#3 - #8

3 1/4" 4"

4 3/4"

AS INDICATED ON

DWGS

AS INDICATED ON

DWGS

SUPERIMPOSED DEAD LOAD

A. SOG: 120 PSF

(EQUIPMENT PAD, WATER HEATER)

B. ROOF: 27 PSF

2. FLOOR LIVE LOAD (NON-REDUCIBLE)

A. SOG: 150 PSF UNIFORM

3. ROOF LIVE LOAD (NON-REDUCIBLE): 20 PSF

4. SNOW

A. GROUND SNOW LOAD: 25 PSF

B. FLAT-ROOF SNOW LOAD: 24 PSF

C. SNOW LOAD IMPORTANCE FACTOR: 1.2

D. THERMAL FACTOR: 1.1

5. WIND

A. ULTIMATE DESIGN WIND SPEED: 125 MPH

B. RISK CATEGORY: IV

C. WIND EXPOSURE: C

D. INTERNAL PRESSURE COEFFICIENT: +/-0.18

E. 10 YEAR MRI WIND SPEED: 75 MPH

F. NORTH-SOUTH DESIGN BASE SHEAR: 8 KIP

G. EAST-WEST DESIGN BASE SHEAR: 5 KIP

6. EARTHQUAKE

A. RISK CATEGORY: IV

B. SEISMIC IMPORTANCE FACTOR: 1.25

C. SS: 0.145 g S1: 0.044 g

D. SITE CLASS: C

E. SDS: 0.126 g SD1: 0.044 g

F. SEISMIC DESIGN CATEGORY: A

G. DESIGN BASE SHEAR: 5.5 KIP

H. SEISMIC RESPONSE COEFFICIENT, CS: 0.079

I. SEISMIC FORCE-RESISTING SYSTEM:

a. ORDINARY REINFORCED MASONRY SHEAR WALLS

• RESPONSE MODIFICATION COEFFICIENT, R: 2

• OVERSTRENGTH FACTOR, Ω0: 2.5

• DEFLECTION AMPLIFICATION FACTOR, Cd: 1.75

J. ANALYSIS PROCEDURE USED: DESIGNED FOR GENERAL

STRUCTURAL STABILITY AS PER ASCE 7-16 SECTION 1.4.

DRAWING ORGANIZATION

CONSTRUCTION REQUIREMENTS

STRUCTURAL TESTS AND

INSPECTIONS

DESIGN CRITERIA

DESIGN LOADS

SERVICEABILITY

GEOTECHNICAL

CONCRETE

STRUCTURAL STEEL

STEEL DECKING

MASONRY

DELEGATED DESIGN

POST INSTALLED ANCHORS

OPEN WEB STEEL JOISTS

REINFORCING BAR DEVELOPMENT LENGTHS (INCHES), 4000 PSI

#3 #4 #5 #6

CASE 1 CASE 2

OTHER BARSTOP BARS

CASE 1

CASE 2

P A R

TM

E N T O F

TH

E

N A

V A L F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A

ARLINGTON, VIRGINIA 22201

:0

_S

-G

ER

D_S-001

TE

RS

TO

W N M

AR

YL

13134102

SAK SAK TJH

GE

ER

ET

AS

H

IN

GT

O

H

IN

G

TO

N

N

AV

Y

YA

& AND

@ AT

AB ANCHOR BOLT

ABV ABOVE

ACI AMERICAN CONCRETE INSTITUTE

ADDL ADDITIONAL

ADH ADHESIVE

ADJ ADJACENT

AE AIR ENTRAINED

AFF ABOVE FINISH FLOOR

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALNMT ALIGNMENT

ALT ALTERNATE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

APPROX APPROXIMATE

AR ANCHOR ROD

ARCH ARCHITECT or ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING &

MATERIALS

AWS AMERICAN WELDING SOCIETY

B/ BOTTOM OF

B/B BACK TO BACK

BF BOTH FACES

BLDG BUILDING

BM BEAM

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BASE PLATE

BRDG BRIDGING

BRG BEARING

BS BOTH SIDES

BTWN BETWEEN

C TO C CENTER TO CENTER

C/C CENTER TO CENTER

CANT CANTILEVER

CF CUBIC FEET

CFRP CARBON-FIBER-REINFORCED POLYMER

CHFR CHAMFER

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CY CUBIC YARD

D DEPTH

db REINFORCING BAR DIAMETER

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DEG DEGREE

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DTL DETAIL

DWG(S) DRAWING(S)

DWLS DOWELS

(E) EXISTING

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELECT ELECTRIC or ELECTRICAL

ELEV ELEVATION

EMBED EMBEDMENT

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

ETC ETCETERA

EW EACH WAY

EXIST EXISTING

EXP JT EXPANSION JOINT

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FIN FINISH or FINISHED

FLG FLANGE

FLR FLOOR

FOB FACE OF BUILDING

FOW FACE OF WALL

FP FIRE PROTECTION

FT FOOT or FEET

FTG FOOTING

GA GAGE or GAUGE

GALV GALVANIZED

GACB GRANULAR AGGREGATE CAPILLARY BREAK

GC GENERAL CONTRACTOR

GR GRADE

H HIGH

HI HIGH BEAM

HGR HANGER

HK HOOK

HORZ HORIZONTAL

HP HIGH POINT

HPC HIGH PERFORMANCE COATING

HS HIGH STRENGTH

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR

CONDITIONING

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH

INCL INCLUDED

INFO INFORMATION

INT INTERIOR

INV INVERT

JF JOINT FILLER

JST JOIST

JT JOINT

K KIPS (1000 POUNDS)

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

L LENGTH

LB(S) POUND(S)

Ld REINF BAR DEVELOPMENT LENGTH

LE LEFT END

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LO LOW BEAM

LP LOW POINT

LTWT LIGHT WEIGHT

MANUF MANUFACTURE(R)

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEP MECH, ELECT AND PLUMB

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MTL METAL

N NORTH

(N) NEW

NLWT NORMAL WEIGHT

NOM NOMINAL

No. or # NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE or OPPOSITE HAND

PEN PENETRATION

PJF PREFABRICATED JOINT FILLER

PJP PARTIAL JOINT PENETRATION

PLUMB PLUMBING

PROJ PROJECTION

PS PRESTRESSED

PSF POUND PER SQUARE FOOT

PSI POUND PER SQUARE INCH

R RISER or RADIUS

RAD RADIUS

RE RIGHT END

REBAR REINFORCING STEEL BARS

REF REFERENCE

REINF REINFORCEMENT or REINFORCING

REV REVISION

RFI REQUEST FOR INFORMATION

SCHED SCHEDULE

SDI STEEL DECK INSTITUTE

SDL SUPERIMPOSED DEAD LOAD

SEC SECTION

SHT SHEET

SIM SIMILAR

SLV SLEEVE

SOG SLAB-ON-GRADE

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STAG STAGGERED

STD STANDARD

STIF STIFFENER

STIR STIRRUPS

STL STEEL

STRUC STRUCTURAL

SUPP SUPPORT

SW SHEAR WALL

SYMM SYMMETRICAL or SYMMETRY

T TREAD

T/ TOP OF

TB THROUGH BOLT

T&B TOP AND BOTTOM

TEMP TEMPORARY

THK THICK or THICKNESS

THRU THROUGH

TMS THE MASONRY SOCIETY

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOL TOLERANCE

TOS TOP OF SLAB

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VERTICAL

VERT VERTICAL

VR VAPOR RETARDER

VIF VERIFY IN FIELD

W WIDTH

W/ WITH

W/C WATER-CEMENTITIOUS MATL RATIO

W/O WITHOUT

WD WOOD

WP WATERPROOFING

WP WORK POINT

WS WATERSTOP

WT WEIGHT

WWR WELDED WIRE REINF

BP# STEEL BASE PLATE MARK

D#+# STEEL DECKING MARK

MW# MASONRY WALL MARK

ABBREVIATIONS

3 3

54 5 4

TYP

7' - 4"

3' - 0" TYP BUILDING CORNER

T/ CONC

SLAB EL

T/ ROOF

TY

2'

- 6

EFFECTIVE AREA (SF)

SECTION ZONE 10 20 50 ≥ 100

FLAT ROOF 1 +16 / -55 +16 / -50 +16 / -47 +16 / -43

2 +16 / -72 +16 / -68 +16 / -61 +16 / -57 3 +16 / -98 +16 / -89 +16 / -77 +16 / -68

WALLS 4 +35 / -37 +33 / -36 +31 / -34 +29 / -32

5 +35 / -46 +33 / -43 +31 / -39 +29 / -36

TABLE AND DIAGRAM NOTES:

1. FOR THE CLADDING FASTENERS, THE EFFECTIVE WIND AREA MUST NOT BE GREATER THAN THE AREA

THAT IS TRIBUTARY TO AN INDIVIDUAL FASTENER.

2. WIND PRESSURE MAGNITUDES ARE FACTORED/ULTIMATE (LRFD) VALUES. MULTIPLY TABULATED VALUES

BY 0.6 TO OBTAIN SERVICE LEVEL (ASD) PRESSURE MAGNITUDES.

3. WIND PRESSURES ARE THE GROSS WIND PRESSURES FOR COMPONENTS AND CLADDING (SUM OF THE INTERNAL AND EXTERNAL PRESSURES) APPLIED NORMAL TO THE CLADDING SURFACE. THE MAGNITUDES

DO NOT INCLUDE COMPONENT SELF WEIGHTS.

4. POSITIVE VALUES INDICATE PRESSURE TOWARDS THE SURFACE AND NEGATIVE VALUES INDICATE

PRESSURE AWAY FROM THE SURFACE.

BUILDING COMPONENTS AND CLADDING PRESSURES (PSF)

ONE-WAY DECK

SPAN

DIRECTION

F1

X2 [X

'-X X"

T/CONC FOOTING EL

CONC FOOTING MARK

SLAB ON GRADE

SLAB

EXTENTS

DX

LEGEND

P A R

TM

E N T O F

TH

E

N A

V A L F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A

ARLINGTON, VIRGINIA 22201

-A

BR

EV

IA

S, L

EG

, A

AD

D_S-002

TE

RS

TO

W N M

AR

YL

13134103

AB

RE

VI

AT

IO

N S, L

EG

EN

D, A

AD

GR

ET

AS

H

IN

GT

O

H

IN

G

TO

N

N

AV

Y

YA

PE-1

PE-B

PE-2

PE-A

0"

28' - 0"

A1 D_S-101

B2

SOG6

0' - 0"

CJ

CJ

MW8

MW8

x2 [-2

WF1x2 [-2' - 0"] x2 [-2

WF1x2 [-2' - 0"]

B1

8" 8"

8" 8"

7 7

K3

D1.5SL

OP

DO

EOD 8"

EQ EQ EQ EQ EQ EQ

T/ CONC SLAB EL

T/ WALL LP

11' - 4"

PE-B PE-A

T/WALL HP

13' - 0 1/4"

20' - 0"

7'

- 4

2' - 0" 6' - 4"

2' - 8" 3' - 0"

MIN 8"

PE-BPE-A

2' - 0" 2' - 0" MIN 8"

FOR SEE

CONCRETE SLAB-ON-GRADE SCHEDULE

MASONRY WALL SCHEDULE

WALL FOOTING SCHEDULE

/A1 D_S-501 /A1 D_S-502 /A2 D_S-501

P A R

TM

E N T O F

TH

E

N A

V A L F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A

ARLINGTON, VIRGINIA 22201

:1

-1

TR

U

TU

LA

LE

VA

SE

TE

RS

TO

W N M

AR

YL

13134104

ST

RU

TU

RA

L

PL

AN

S, E

LE

VA

TI

O N S, A

TI

O

ET

AS

H

IN

GT

O

H

IN

G

TO

N

N

AV

Y

YA

1/8" = 1'-0"C1 FOUNDATION PLAN

1/8" = 1'-0"C2 ROOF FRAMING PLAN

GENERAL SHEET NOTES

1. ELEVATIONS SHOWN THUS [X' - X"]. REFER TO LEGEND SHEET ON B_S-002

2. INSIDE FACE OF LOAD BEARING WALLS ARE ALIGNED WITH GRID UON

3. COORD PENETRATIONS THRU SOG AND EQUIP PADS W/ MEP

# KEY NOTES

1/8" = 1'-0"B2 EAST ELEVATION

1/8" = 1'-0"B1 WEST ELEVATION

1 CJ = SAW CUT CONTRACTION JOINT, TYP

2 INTERIOR EQUIPMENT PAD. REFER TO MEP FOR LOCATION AND EXTENTS

3 CONCRETE RAKE BEAM

4 8" HIGH BOND BEAM WITH (2) #5 CONT AROUND PERIMETER

5 JOIST BRIDGING SHOWN FOR COORD ONLY, FINAL DESIGN AND LOCATION

BY JOIST SUPPLIER

6 1/2" COMPRESSIBLE FOAM BETWEEN EQUIPMENT PAD AND CMU WALL

7 CMU CONTROL JOINT

1/8" = 1'-0"A1 BUILDING SECTION

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

24'4' 8' 16'

1 1/2" DEEP SAWCUT JOINT. FILL

WITH SEMIRIGID JOINT FILLER

SEE SOG SCHED FOR SLAB REINF

3/4" DIA x 0'-10" LONG SMOOTH

DOWEL @ 12" OC. LIGHTLY OIL

FULL LENGTH OF DOWEL.

CONTRACTION JOINT

CONSTRUCTION JOINT

4" DRAINAGE COURSE SE

PL

SL

HK

VAPOR RETARDER

4" DRAINAGE COURSE BASE

VAPOR RETARDER

SEE SOG SCHED

HI

CK

NE

SS

T/SLAB

PROVIDE 1/4" WIDE x 1" DEEP TOOLED

SLOT. FILL WITH SEMIRIGID JOINT

FILLER T/ SLAB EL

SEE PLAN

T/ SLAB EL

NOTE:

1. PLATE DOWELS OF EQUAL OR BETTER PERFORMANCE ARE PERMITTED

IN LIEU OF ROUND DOWELS.

2"

LR

MARK THICKNESS

(IN)

REINF

EACH WAY

TOP COVER

(IN)

SOG6 6 WWR 6x6 W5.5/W5.5 2

SLAB-ON-GRADE SCHEDULE

1. COORDINATE PAD LOCATIONS AND SIZE WITH ELECTRICAL & MECHANICAL

DRAWINGS AND EQUIP MANUFACTURER'S RECOMMENDATIONS

ROUGHEN TO 1/4" AMPLITUDE

& APPLY BONDING AGENT

ADHESIVE ANCHORS, REFER TO

EQUIP SHOP DRAWINGS FOR TYPE,

SIZE, PROJECTION AND LOCATION.

MIN 3" EMBEDMENT INTO SLAB.

#3 @ 12" OC

MIN

6"

SEE NOTE 1

3/4" CHAMFER, TYPTY

1 1 /2"

WALL FOOTING SCHEDULE

SCHEDULED

WALL FOOTING

T/WALL FTG EL

REINF "L"

3"

FOOTING

MARK

(3) #4WF1x2

"M"

"L"THICK

1'-0"

WIDTH

2'-0"

FOOTING SIZE

SC

HE

REINF "M"SEE SCHEDULE

DOWELS TO MATCH CMU

VERTICAL REINF SIZE AND

SPACING

#4@8

CMU WALL

GROUT SOLID

BELOW GRADE AND

8" ABOVE GRADE

SEE ARCH

EQ EQ

ISOLATION JOINT

2" CLR(2) #3 x 3'-0" DIAGONAL

TYP EA CORNER

SLAB OPENING

1. TYPICAL SLAB REINFORCING NOT SHOWN.

2. DETAIL ALSO APPLIES TO CIRCULAR OPENINGS. ORIENT

DIAGONAL BARS 45 DEG FROM TYPICAL REINFORCING FOR

CIRCULAR OPENINGS.

ID

TH

DI

OP

NG

>1

9"

SLEEVE

DIA D" OF

SLEEVE

DIA D" OF

9"

MI

N4"

N6"

MIN

NO

3'

- 0

SLEEVE, 1" MIN CLR

AROUND PIPES,

COUNDUITS, ETC

CMU STEM WALL

PIPE THRU WALL

EXTEND FTG

AROUND SLEEVE

WALL FTG

1. FOR PIPES 3'-0" OR LESS BELOW BOTTOM OF FOOTING, PROVIDE SLEEVE AND CONCRETE AS SHOWN

2. FOR PIPES BETWEEN 3'-0" AND 5'-0" BELOW BOTTOM OF FOOTING, STEP FOOTING SO THAT THE

BOTTOM OF SLEEVE IS 3'-0" MAX FROM BOTTOM OF FOOTING AS SHOWN ABOVE

3. FOR PIPES 5'-0" OR MORE BELOW BOTTOM OF FOOTING, SLEEVES AND FOOTING EXTENSIONS ARE NOT

REQUIRED

SEALANT AND BACKER ROD

CONC SLAB-ON-GRADE

1/2" EXP JOINT FILLER

CLR

EDGE OF SLAB

ISOLATION JOINT

1' -

45.00°

(1) #4 RE-ENTRANT

CORNER, MIDDLE OF

SLAB EACH SIDE

1' - 0"

CONCRETE SLAB-ON-GRADE

(1) #4 CONT

3'

STD 90 DEG HOOK

4" CMU GROUT

SOLID BELOW

GRADE

EXTERIOR

PAVEMENT, SEE CIVIL

#4

" O

(1) #4 CONT

#4 @ 12" OC

1/2" PJF

CONT WALL

FOOTING SEE

PLAN

8"

SOG SEE PLAN

PLAN SECTION

RADIUS

2' - 0"

FLOOR DRAIN FLANGE

RA

1"

EP

IO

1. SEE ARCH, MECH, AND PLUMBING FOR DRAIN SIZE, TYPE, AND LOCATION.

P A R

TM

E N T O F

TH

E

N A

V A L F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A

ARLINGTON, VIRGINIA 22201

-5

-T

YP

IC

ET

AI

LS

D_S-501

TE

RS

TO

W N M

AR

YL

13134105

PI

C

AL

DE

TA

ET

AS

H

IN

GT

O

H

IN

G

TO

N

N

AV

Y

YA

NTSB1 SLAB-ON-GRADE JOINT DETAILS

NTSA1 SLAB-ON-GRADE SCHEDULE

NTSB2 INTERIOR EQUIPMENT PAD DETAIL

NTSA2 WALL FOOTING DETAIL AND SCHEDULE

NTSA3 SOG PENETRATION

NTSB4 FOOTING PIPE PENETRATION

NTSB3 CONCRETE SLAB ISOLATION JOINT

NTSA4 SLAB REINF AT DOOR

NTSC1 SLAB-ON-GRADE FLOOR DRAIN

MARK NOMINAL

THICKNESS (IN) REINF VERTICAL REMARKS

MW8 8 #4@32" OC CMU WALL FULLY GROUTED BELOW GRADE

MASONRY WALL SCHEDULE

GROUT CELLS

1/4" THICK GALV STEEL

STRAP @ 4'-0" OC VERT

2" 2"2' - 0"

1. VERTICAL REINF NOT SHOWN.

BOND BEAM REINF

SEE WALL SECTIONS

& MASONRY NOTES

CORNER BARS &

DOWELS TO

MATCH

BOND BEAM REINF

1. VERTICAL REINF NOT SHOWN.

LAP SPLICE

TENSION

ST

1'-

VERT BAR EACH SIDE OF CONTROL JOINT,

FULL HEIGHT OF WALL, MATCH SIZE OF TYP

WALL REINF

SEAL W/ BACKER ROD &

SEALANT, BOTH SIDES OF

WALL

STOP JOINT REINFORCEMENT AT CONTROL

JOINT

CONTROL JOINT

CMU WALL, SEE SCHED FOR REINF

1/8 2

T/ WALL

SEE EL

MIN 4" JOIST BEARING

STEEL JOIST,

SEE PLANCONCRETE RAKE BEAM

1/4" SEE PLAN 7 5/8"

2 1 /4"

1 1/2" 1 1/2"

PL 3/8x6x0'-9" W/ (2) 1/2" DIA x 6"

LONG HEADED STUDS. GALV AT

EXTERIOR WALLS

CONT BENT PL

1/4"x3"x0'-6" LLV

3" 3 1

7 5/8" SEE PLAN 1/4"

1'

CL

1 1

ROOF DECK

CONC RAKE BEAM

CMU REINF SEE SCHD

LAP SPLICE AS REQUIRED

TERMINATE END W/ STD HOOK

(2) #4 BARS

OPEN

GROUT CELLS SOLID

WHEN H > 4'-0" PROVIDE ADDL 1 #5 VERT EA SIDE OF

OPENING EXTEND BAR FROM 16" BELOW OPENING TO BOT OF

LINTEL

LINTEL, SEE

MAS NOTES

PROVIDE 1/2 OF THE INTERRUPTED VERT REINF FULL

HEIGHT OF WALL EA SIDE OF THE OPENING, 1 #5 MINIMUM

GROUT SOLID UNDER

OPENING AND WHEN W >

24" PROVIDE A BOND BEAM

W/ 2 #5 BELOW OPENING,

EXTEND BARS 24" PAST

OPENING

3/4"

LINTEL SEE MAS NOTES

SEE ARCH

CMU WALL SEE PLAN

14 GA CLOSURE PL

T/ WALL

SEE EL

SEE PLAN 7 5/8"

1 1/2" 1 1/2"

PL 3/8x6x0'-9" W/ (2) 1/2" DIA x 6" LONG

HEADED STUDS @ 32" OC MAX GALV AT

EXTERIOR WALLS, FASTEN DECK TO EACH

PLATE W/ (2) 5/8" DIA PUDDLE WELDS

CMU WALL, SEE SCHED FOR REINF

CONCRETE RAKE BEAM

ROOF DECK

SEALANT

PIPE/CONDUIT

PIPE SLEEVE

3/16" ANCHOR RING PLATE

INVERT EL

SEE MEP

P A R

TM

E N T O F

TH

E

N A

V A L F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A

ARLINGTON, VIRGINIA 22201

-T

YP

IC

D_S-502

TE

RS

TO

W N M

AR

YL

13134106

PI

C

AL

DE

TA

ET

AS

H

IN

GT

O

H

IN

G

TO

N

N

AV

Y

YA

NTSA1 MASONRY WALL SCHEDULE

NTSA2 MASONRY CORNER REINFORCING

NTSA4 MASONRY BOND BEAM CORNER DETAIL

NTSB1 MASONRY CONTROL JOINT DETAIL

NTSB2 JOIST BEARING ON WALL

NTSC4 RAKE BEAM

NTSC1 MASONRY WALL OPENING

NTSC2 LINTEL DETAIL

NTSB4 DECK BEARING ON WALL

NTSC3 PIPE SLEEVE THRU CME WALL

D_S-001 - GENERAL NOTES

D_S-002 - ABBREVIATIONS, LEGEND, AND LOAD DIAGRAM

D_S-101 - STRUCTURAL PLANS, ELEVATIONS, AND SECTIONS

D_S-501 - TYPICAL DETAILS

D_S-502 - TYPICAL DETAILS

2021-04-14T13:08:22-0400

Matthew T Bretthauer

I am signing to certify the authenticity of this document.

2021-04-14T13:08:46-0400

Matthew T Bretthauer

I am signing to certify the authenticity of this document.

2021-04-14T13:08:46-0400

Matthew T Bretthauer

I am signing to certify the authenticity of this document.

2021-04-14T13:08:46-0400

Matthew T Bretthauer

I am signing to certify the authenticity of this document.

2021-04-14T13:08:46-0400

Matthew T Bretthauer

I am signing to certify the authenticity of this document.

GENERAL SYMBOLS

MATCH LINE

KEYED NOTE

DOOR TAG

PARTITION TYPE TAG

(FIRST DIGIT INDICATES HOURLY FIRE RATING)

ELEVATION TARGET

NORTH ARROW

REVISION CLOUD

REVISION DESIGNATION TAG

WINDOW / LOUVER TYPE TAG

COLUMN REFERENCE

BREAK LINE

INDICATES PLAN NORTH

INTERIOR ELEVATION DESIGNATION

EXTERIOR ELEVATION DESIGNATION

SECTION / DETAIL DESIGNATION

DETAIL DESIGNATION

DRAWING /DETAIL LOCATION DESIGNATION

DRAWING/DETAIL TITLE

DRAWING NUMBER DESIGNATION

WHERE FIRST REFERENCED

DRAWING/DETAIL LIMITS

DRAWING / DETAIL LOCATION

DESIGNATION

DRAWING NUMBER DESIGNATION

WHERE FIRST REFERENCED

DRAWING / DETAIL LOCATION DESIGNATION

DRAWING NUMBER DESIGNATION WHERE SHOWN

DRAWING/DETAIL LOCATION DESIGNATION

DRAWING/DETAIL LOCATION DESIGNATION

DRAWING SCALE

ROOM TAG

GLASS TAGG1

A-100

A-100

A-200

A1A-400

W1

1A

MATCH LINE

A1 / A-101

DRAWING DESIGNATION

ROOM NUMBER

ROOM NAME

ELEMENT ELEVATED

EL:XX' - XX"

INDICATES TRUE NORTH

GENERAL ABBREVIATIONS

ABA ARCHITECTURAL BARRIERS ACT

ABI ALTERNATE BID ITEM

ACI AMERICAN CONCRETE INSTITUTE

ADA AMERICANS WITH DISABILITIES ACT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALUM ALUMINUM

AL/GL ALUMINUM GLASS DOOR

APC ACOUSTIC PANEL CEILING

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ASHRAE AMERICAN SOCIETY OF HEATING,

REFRIGERATION AND AIR CONDITIONING

ENGINEERS

ASTM AMERICAN SOCIETY OF TESTING AND

MATERIALS

AV AUDIO VISUAL

AWP ACOUSTIC WALL PANEL

BD BOARD

BLDG BUILDING

BM BEAM

BOT BOTTOM

CFCI CONTRACTOR FURNISHED, CONTRACTOR

INSTALLED

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONT CONTINUOUS

COR CONTRACTING OFFICER

CPT CARPET TILE

DIA DIAMETER

DWG DRAWING

E EAST

EA EACH

EJ EXPANSION JOINT

EL REFERENCE ELEVATION

ELEC ELECTRIC OR ELECTRICAL

EO EDGE OF

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXPAN EXPANSION

EXT EXTERIOR

EXTG EXISTING

FCO FLOOR CLEAN OUT

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FURNITURE, FIXTURES AND EQUIPMENT

FIN FINISH

FLR FLOOR

FM FACTORY MANUAL

FO FACE OF

GA GAGE OR GAUGE

GALV GALVANIZED

GFGI GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED

GFCI GOVERNMENT FURNISHED,

CONTRACTOR INSTALLED

GL GLASS

GWB GYPSUM WALL BOARD

GYP GYPSUM

HD HEAD

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HM HOLLOW METAL

HT HEIGHT

HORIZ HORIZONTAL

HVAC HEATING, VENTILATION AND AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

IT INFORMATION TECHNOLOGY

JAN JANITOR

JT JOINT

LAM LAMINATE

LVT LUXURY VINYL TILE

MAINT MAINTENANCE

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL AND PLUMBING

MET METAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

N NORTH

N/A NOT APPLICABLE

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRIC MANUFACTURERS

ASSOCIATION

NGB NATIONAL GUARD BUREAU

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NOM NOMINAL

EQ EQUAL

OA OVERALL

OC ON CENTER

OFD OVERFLOW DRAIN

OH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

PART PARTITION

PH PHASE

PLAM PLASTIC LAMINATE

PLAS PLASTIC OR PLASTER

PLBG PLUMBING

PLYWD PLYWOOD

PREFAB PREFABRICATED

PRESS PRESSURE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PTD PAINTED

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

R RISER

RAF RAISED ACCESS FLOOR

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCED STEEL BAR

REF REFERENCE

REQ'D REQUIRED

RM ROOM

RO ROUGH OPENING

SCHED SCHEDULE

SCW SOLID CORE WOOD

SF SQUARE FOOT

SHT SHEET

SIM SIMILAR

SMACNA SHEET METAL AND AIR CONDITIONING

CONTRACTORS NATIONAL ASSOCIATION

SPEC SPECIFICATION(S)

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

T TREAD

TC TOP OF COPING

TELECOM TELECOMMUNICATIONS

THK THICK OR THICKNESS

TOC TOP OF CONCRETE

TBD TO BE DETERMINED

TCNA TILE COUNCIL OF NORTH AMERICA

TOS TOP OF SLAB

TPO THERMOPLASTIC POLYOLEFIN

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UON UNLESS OTHERWISE NOTED

V VOLTS

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

WD WOOD

WP WATERPROOFING

WR WATER RESISTANT

WWF WELDED WIRE FABRIC

YD YARDS

GENERAL NOTES

1. IF THE CONTRACTOR DISCOVERS A CONDITION WHICH CONFLICTS WITH THE

DRAWINGS AND/OR SPECIFICATION, OR IF THE CONTRACTOR DISCOVERS AN UNCLEAR

OR MISLEADING DIRECTIVE GIVEN IN THE DRAWINGS OR SPECIFICATIONS, THE

CONTRACTOR MUST BRING THE ISSUE IMMEDIATELY TO THE ATTENTION OF THE

CONTRACTING OFFICER (COR).

2. DO NOT SCALE THE DRAWINGS - FOLLOW WRITTEN DIMENSIONS ONLY.

3. "MINIMUM" AS USED IN THESE DOCUMENTS MUST MEAN THAT THE CONDITION IS

SLIGHTLY ADJUSTABLE BUT MAY NOT VARY TO A DIMENSION OR QUALITY LESSER THAN

THAT INDICATED.

4. "MAXIMUM" AS USED IN THESE DOCUMENTS MUST MEAN THAT THE CONDITION IS

SLIGHTLY ADJUSTABLE BUT MAY NOT VARY TO A DIMENSION OR QUALITY GREATER

THAN THAT INDICATED.

5. "TYPICAL" AS USED IN THESE DOCUMENTS MUST MEAN THAT THE CONDITION OR

DIMENSION IS THE SAME OR REPRESENTATIVE FOR SIMILAR CONDITIONS

THROUGHOUT.

6. "CLEAR" AS USED IN THESE DOCUMENTS MUST MEAN THAT THE DIMENSION IS NOT

ADJUSTABLE WITHOUT THE APPROVAL OF THE CONTRACTING OFFICER. CLEAR

DIMENSIONS ARE TYPICALLY TO FINISHED FACE.

7. "ALIGN" AS USED IN THESE DOCUMENTS MUST MEAN TO ACCURATELY LOCATE THE

FINISHED FACES IN THE SAME PLANE.

8. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO FABRICATION AND/OR

CONSTRUCTION.

9. WORK INDICATED ON THE DRAWINGS IS THE SOLE RESPONSIBILITY OF THE

CONTRACTOR UNLESS OTHERWISE NOTED.

10. CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS AND SEQUENCE OF

CONSTRUCTION. THE CONTRACTOR MUST SOLELY AND COMPLETELY BE RESPONSIBLE

FOR CONDITIONS OF THE PROJECT ON WHICH THE WORK IS PERFORMED AND FOR THE

SAFETY OF PERSONS AND/OR PROPERTY DURING THE PERFORMANCE OF THE

CONTRACT.

11. KEYED NOTES LISTED ON DRAWINGS REFER ONLY TO THOSE KEYED NOTE SYMBOLS

ASSOCIATED WITH THE PARTICULAR DRAWING WHERE THE KEYED NOTES ARE LISTED.

12. PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION SUBCONTRACTORS MUST

COORDINATE WITH GENERAL CONTRACTOR LOCATIONS OF REQUIRED ACCESS PANELS

FOR GENERAL CONTRACTOR TO PROVIDE IN THE BUILDING.

13. EXPOSED STEEL MUST BE PAINTED UNLESS OTHERWISE NOTED.

14. THERE ARE NO ASBESTOS CONTAINING MATERIALS SPECIFIED AND THEY MUST NOT BE

USED ON THIS PROJECT.

15. HAUL ROUTE TO THE SITE MUST BE COORDINATED WITH THE COR.

16. ACCESS TO THE WORK AREA MUST BE REGULATED BY THE OWNER.

17. COORDINATE THE WORK OF TRADES AND CHECK DIMENSIONS. DISCREPANCIES MUST

BE CALLED TO THE ATTENTION OF THE COR AND MUST BE RESOLVED BEFORE

PROCEEDING WITH THE WORK.

18. REFER TO SURVEYOR DRAWINGS THAT HAVE BENCH MARK ELEVATIONS FOR VERTICAL

ELEVATIONS REFERENCED.

19. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE

CONDITIONS ARE NOT SPECIFICALLY INDICATED, SIMILAR DETAILS MUST BE USED

SUBJECT TO REVIEW BY THE ARCHITECT / ENGINEER.

20. REFER TO FIRE SUPPRESSION AND ALARM DRAWINGS AND ELECTRICAL DRAWINGS FOR

LOCATIONS OF FIRE ALARM HORNS/STROBES, EXIT SIGNS, AND EMERGENCY LIGHTING.

23. EXPOSED CONCRETE FLOORS MUST BE PROTECTED DURING CONSTRUCTION AND MUST

BE FREE OF CONSTRUCTION MARKERS, STAINS, PAINTS, OIL, OR OTHER DEFECTS.

PATCH, IF REQUIRED, PRIOR TO HARDENING AND SEALING.

24. CONFINE EQUIPMENT, STORAGE OF MATERIALS, AND OPERATIONS OF WORKERS TO

LIMITS INDICATED.

25. OWNER HAS NO RESPONSIBILITY FOR DAMAGE OR LOSS DUE TO STORING OF

MATERIALS AND EQUIPMENT.

26. TRUCKS HAULING DEBRIS FROM THE PROJECT SITE OR MATERIAL TO THE PROJECT

MUST BE EQUIPPED WITH THE MEANS TO COVER LOADS AND WITH WATERPROOF

TAILGATES WHICH SHUT TIGHTLY AND DO NOT PERMIT THE DEBRIS TO SPILL FROM THE

TAILGATE AREA. TRUCK BEDS MUST BE SWEPT CLEAN AT THE TAILGATE BEFORE

LEAVING FROM THE WORK AREA. SIDEBOARDS MUST BE KEPT IN GOOD REPAIR. UNDER

NO CIRCUMSTANCES WILL TRUCKS BE PERMITTED TO LOAD OR UNLOAD GREATER THAN

THE LEGAL LIMIT OR HIGHER THAN THE SIDEBOARDS.

27. OWNER WILL MAKE USE OF THE AREAS IN AND SURROUNDING THE CONSTRUCTION

AREAS. EVERY EFFORT MUST BE MADE TO MINIMIZE THE DISTURBANCE TO

EMPLOYEES, PATRONS, AND TENANTS.

28. MANUFACTURER'S NAME AND/OR MODEL NUMBERS ARE BEING UTILIZED FOR BASIS OF

DESIGN ONLY. THE SPECIFICATION OUTLINES THE SPECIFIC CRITERIA FOR THE

EQUIPMENT OR MATERIAL AND IS NON-PROPRIETARY.

29. MANUFACTURED MATERIALS, EQUIPMENT, MUST BE INSTALLED IN ACCORDANCE WITH

THE MANUFACTURER'S RECOMMENDATIONS, INSTRUCTIONS, AND ABA/ADA

REQUIREMENTS UNLESS OTHERWISE NOTED.

30. PROVIDE A RED LINED "RECORD" CONSTRUCTION DOCUMENT SET AT THE SITE. THE

OWNER RESERVES THE RIGHT TO REVIEW THESE DOCUMENTS ON A DAILY BASIS.

31. ITEMS INDICATED ON THE DRAWINGS AS "GFGI" MEANS GOVERNMENT FURNISHED AND

GOVERNMENT INSTALLED. COORDINATE WITH THE GOVERNMENT FOR THE REQUIRED

POWER, PLUMBING, AND OTHER REQUIRED UTILITIES AS APPLICABLE.

32. ITEMS INDICATED ON THE DRAWINGS AS "GFCI" MEANS GOVERNMENT FURNISHED AND

CONTRACTOR INSTALLED. COORDINATE WITH SCOPE OF WORK.

33. SUSPENDED ITEMS OF THE WORK EXCEEDING 31 POUNDS IN WEIGHT (EXCLUDING

DISTRIBUTED SYSTEMS SUCH AS PIPING NETWORKS) MUST BE ANCHORED TO RESIST A

HORIZONTAL LOAD 0.5 TIMES THE COMPONENT WEIGHT IN ACCORDANCE WITH UFC

4-010-01. THIS REQUIREMENT DOES NOT PRECLUDE REQUIREMENTS FOR SEISMIC

ANCHORAGE IN ACCORDANCE WITH ASCE 7-05 AND THE PROJECT SPECIFICATIONS. FOR

ADDITIONAL INFORMATION ON EQUIPMENT SUPPORT FRAMING REFERENCE

STRUCTURAL.

34. DO NOT PAINT BUILDING GROUNDING CABLES.

35. PROVIDE SURFICIAL TERMITE TREATMENT UNDER ENTIRE FOOTPRINT OF THE MSTC

BUILDING. CONDUITS AND PIPES PENETRATING THE SLAB ON GRADE MUST HAVE A

TERMITE SHIELD.

MATERIAL LEGEND

STEEL

THERMAL INSULATION (BATT)

THERMAL INSULATION (RIGID)

ACOUSTIC PANEL CEILING

WOOD ROUGH

CMU TYPE 1

WOOD BLOCKING, SHIM

PARTICLEBOARD/PLYWOOD

GLASS

METAL GRATING

SOLID SURFACE MATERIAL

GYPSUM BOARD

CONCRETE

EARTH

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

SHEET NUMBER WITHIN

SERIES

REFER TO AEC CAD

STANDARDS FOR PROPER

SHEET NUMBERING

A-123

P A R

TM

E N T O F

TH

E

N A

V A L F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A

ARLINGTON, VIRGINIA 22201

:3

_A

BB

VI

IO

D_A-001

TE

RS

TO

W N M

AR

YL

13134107

PS AD WS

ER

S, A B B

RE

VI

AT

IO

ET

AS

H

IN

GT

O

H

IN

G

TO

N

N

AV

Y

YA

LV

VS

VS

FM

FPC

J

J J J J

D_A-201 C3

C1 D_A-301

B3

PUMP ROOM

10120

1' - 3 5/8" 1' - 3 5/8" 30' - 7 1/4"

- 3

5/

6'

7 1

1' - 3 5/8" 1' - 3 5/8"

0"1"

KEYNOTES#

A. EXTERIOR DIMENSIONS ARE FROM CMU AND MASONRY OPENINGS.

DIMENSION STRINGS ON ENDS OF BUILDING ARE TO OUTSIDE FINISH

MATERIAL.

B. PARTITION / WALL MOUNTED EQUIPMENT NOT INDICATED ON THE

DRAWINGS MUST BE COORDINATED WITH THE COR PRIOR TO

INSTALLATION.

C. FOR RECESSES IN FLOOR SLAB, REFER TO STRUCTURAL.

D. NON-ARCHITECTURAL EQUIPMENT LOCATIONS INDICATED ON

ARCHITECTURAL DRAWINGS ARE FOR REFERENCE ONLY. EQUIPMENT

LOCATIONS MUST BE COORDINATED WITH UTILITIES INDICATED ON CIVIL,

MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, AND

EQUIPMENT DRAWINGS.

E. EXPOSED CMU VENEER AT CORNERS MUST BE SOLID BLOCK TO MAINTAIN

8" MODULE, WIDE EXPOSED SURFACES MATCHING INDICATED FINISH.

F. REFER TO PLUMBING, MECHANICAL, ELECTRICAL, FIRE SUPPRESSION,

FIRE ALARM AND TELECOMMUNICATION DRAWINGS FOR VENTS,

SPRINKLER HEADS, GRILLES, REGISTERS, DIFFUSERS, DUCTS, LIGHTS,

DETECTORS, ETC AND COORDINATE BETWEEN DISCIPLINES.

G. ROOF: HYDROSTATIC STANDING SEAM METAL ROOF. SLOPE AS

INDICATED ON ROOF PLAN.

P A R

TM

E N T O F

TH

E

N A

V A L F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A

ARLINGTON, VIRGINIA 22201

:4

-P

D_A-101

TE

RS

TO

W N M

AR

YL

13134108

ET

AS

H

IN

GT

O

H

IN

G

TO

N

N

AV

Y

YA

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

2' 4' 8' 12'

1/4" = 1'-0"C1 GROUND LEVEL PLAN

1/4" = 1'-0"C3 ROOF PLAN

1/4" = 1'-0"A1 REFLECTED CEILING PLAN

1 JOIST. REFER TO STRUCTURAL

2 MECHANICAL EQUIPMENT, TYP. REFER TO MECHANICAL

3 STANDING SEAM METAL ROOF, RP-1

4 8"W X 6"H METAL GUTTER

5 LIGHTNING PROTECTION, REFER TO ELECTRICAL

6 5" MTL DOWNSPOUTS, TYP

PE-1 PE-2

PE-B PE-A

LV-1

D_A-601

PE-1PE-2

11 11 11

P A R

TM

E N T O F

TH

E

N A

V A L F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A

ARLINGTON, VIRGINIA 22201

-2

-E

TE

RS

TO

W N M

AR

YL

13134109

EL

AT

IO

ET

AS

H

IN

GT

O

H

IN

G

TO

N

N

AV

Y

YA

1/4" = 1'-0"C3 SOUTH ELEVATION

1/4" = 1'-0"C1 EAST ELEVATION

1/4" = 1'-0"B3 NORTH ELEVATION

1/4" = 1'-0"B1 WEST ELEVATION

1 8"W X 6"H METAL GUTTER

2 4"X4"X16" NOM ARCHITECTURAL BLOCK AB-1

3 AIR INTAKE LOUVER/ VENT, TYP PT-1

4 EXHAUST LOUVER/ VENT, TYP REFER TO MECHANICAL

5 ROOF RIDGE

6 5" MTL DOWNSPOUTS, TYP

7 SPLASH BOX

8 STANDING SEAM METAL ROOF, RP-1

9 WALL PACK LIGHT. REFER ELECTRICAL DWGS

10 MANUAL TRANSFER SWITCH, REFER ELECTRICAL

11 CONTROL JOINT, TYP.

12 LIGHTNING PROTECTION, REFER TO ELECTRICAL

13 STANDING SEAM MTL ROOF

14 RIB-MOUNTED SNOW RETENTION

15 2-PART FASCIA, TYP

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

2' 4' 8' 12'

D_A-501

PE-1 PE-2

A4

B4

RI

A3

P A R

TM

E N T O F

TH

E

N A

V A L F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A

ARLINGTON, VIRGINIA 22201

-3

-B

TE

RS

TO

W N M

AR

YL

13134110

IL

DI

L

SE

C

TI

O

ET

AS

H

IN

GT

O

H

IN

G

TO

N

N

AV

Y

YA

3/8" = 1'-0"C1 BUILDING SECTION

3/8" = 1'-0"A1 BUILDING SECTION

1 STRUCTURAL STEEL JOIST, REFER TO STRUCTURAL

2 STANDING SEAM METAL ROOF, RP-1

3 LIGHTNING PROTECTION, REFER TO ELECTRICAL

4 MANUAL TRANSFER SWITCH, REFER ELECTRICAL

5 SPLASH BOX

6 5" MTL DOWNSPOUTS, TYP

7 2-PART FASCIA, TYP

GRAPHIC SCALE 3/8" = 1'-0"

8'2' 4'1'

SLOPE

MA

X3"

1 0 "

N.1"

22 1519

3 1

P A R

TM

E N T O F

TH

E

N A

V A L F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A

ARLINGTON, VIRGINIA 22201

-W

TE

RS

TO

W N M

AR

YL

13134111

L

DE

TA

ET

AS

H

IN

GT

O

H

IN

G

TO

N

N

AV

Y

YA

3" = 1'-0"A3 FOUNDATION

3" = 1'-0"C1 ROOF DRAIN

3" = 1'-0"C3 ROOF RAKE

3" = 1'-0"A1 ROOF FASCIA

1 8" CMU

2 CRUSHED STONE; SEE STRUCT DWGS

3 CONC SOG. SEE STRUCT DWGS

4 VAPOR BARRIER, LAP UP WALL

5 5" MTL DOWNSPOUTS, TYP

6 8"W X 6"H METAL GUTTER

7 1" X 1" CONT. DRIP ANGLE

8 GUTTER CLEAT WITH 3/4" OPEN HEM TO HANG GUTTER

9 1/8" X 1 1/2" GUTTER STRAP @30" O/C.

10 ROOF UNDERLAYMENT WITH ICE & WATER SHIELD

11 4"X4"X16" NOM ARCHITECTURAL BLOCK AB-1

12 6" RIGID INSULATION

13 STRUCTURAL STEEL JOIST, REFER TO STRUCTURAL

14 5/8" ROOF COVER BOARD / SHEATHING

15 STANDING SEAM METAL ROOF, RP-1

16 STANDING SEAM KNEE/RIB CLOSURE

17 TURNED-DOWN STANDING SEAM PANEL, RF-1

18 METAL DECK, REFER TO STRUCTURAL

19 AIR BARRIER / VAPOR RETARDER

20 CONT. CLEAT

21 2" RIGID INSULATION

22 ICE AND WATER SHIELD UNDERLAYMENT

23 2-PART FASCIA: FORMED SHEET METAL MTL-1 OVER 2

LAYERS OF BLOCKING. OUTER LAYER OF BLOCKING DEEP

ENOUGH TO ACCOMMODATE GUTTER, INNER LAYER TO

OVERLAP BRICK 1" MIN

24 CONTINUOUS HOLD DOWN CLEAT

25 LIGHTNING PROTECTION, REFER TO ELECTRICAL

26 MORTAR NET

27 FOOTING

28 WATERPROOFING

29 DRAINAGE MAT

30 4" CMU

31 GROUT CAVITY

32 RIGID INSULATION R-15 MIN.

33 WEEP HOLES AT 24" AT OC

34 BRICK TIES AT 2'-0" OC

35 PREMOLDED JOINT FILLER, REFER TO STRUCTURAL

36 THROUGH WALL FLASHING

37 GABLE CLIP

38 FOAM INSERT

39 FORMED METAL COPING

40 4" RIGID INSULATION FOR 24"

41 SEALANT

42 METAL DECK FLUTE FOAM CLOSURE

43 MINERAL WOOL INSULATION, TYP

44 CONCRETE RAKE BEAM

45 8" CMU GROUTED

0 6" 1'

GRAPHIC SCALE 3" = 1'-0"

TYPE: F1

2" 2"

FE

CH

ED

UL

REFER TO

SCHEDULE

REFER

TO SCHEDULE

FE

CH

UL

3' - 0"

Sim

B4

Sim

LV-1

2 1/2" 10"

LOUVER SCHEDULE

NO. WIDTH HEIGHT HEAD ACCESSORIES

LV-1 3' - 0" 2' - 6" B4 / D_A-601

JAMB

A3 / D_A-601

SILL

A4 / D_A-601

1' - 0 1/2"

P A R

TM

E N T O F

TH

E

N A

V A L F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A

ARLINGTON, VIRGINIA 22201

-6

TE

RS

TO

W N M

AR

YL

13134112

SC

ED

U

LE

S

AG

RA

ET

AS

H

IN

GT

O

H

IN

G

TO

N

N

AV

Y

YA

NAVFAC_DOOR SCHEDULE

DOOR NO. TYPE

DOOR

FIRE

RATING

FRAME

HARDWARE COMMENTS:

SIZE

FINISH

UNDER

CUT TYPE MATERIAL

DETAILS

WIDTH HEIGHT

THICKNES

S HEAD JAMB

101 A 6' - 0" 7' - 0" 0' - 1 3/4" PAINT - NR F1 HM B1/D_A-601 B2/D_A-601 10.0 INSULATED DOOR, REFER TO VMF DOOR HARDWARE SET

1/2" = 1'-0"

DOOR AND FRAME TYPES

1" = 1'-0"A1 LOUVER ELEVATION

3" = 1'-0"A2 LOUVER JAMB DETAIL

3" = 1'-0"B4 LOUVER HEAD DETAIL

3" = 1'-0"A4 LOUVER SILL DETAIL

3" = 1'-0"C3 HEAD DETAIL

3" = 1'-0"C4 JAMB DETAIL

1 4"X4"X16" NOM ARCHITECTURAL BLOCK AB-1

2 BACKER ROD AND SEALANT

3 2" RIGID INSULATION

4 HM DOOR AND FRAME, TYP

5 AIR BARRIER / VAPOR RETARDER

6 BOND BEAM, REFER TO STRUCTURAL

7 EXTERIOR GRADE SHIM

8 LOUVER

9 8" CMU

10 NON-CURING BUTYL SEAL

11 LOUVER ATTACHMENT ANGLE AND FASTENER

12 LOUVER

13 METAL FLASHING

14 SILL PLATE

15 MORTAR MESH

16 WEEP VENT INSERTS AT 24" OC

17 STEEL ANGLE, REFER TO STRUCTURAL

18 4"X4"X16" NOM LIPPED ARCHITECTURAL BLOCK AB-1

19 THROUGH WALL FLASHING

20 METAL FLASHING CLOSURE

3" = 1'-0"B2 SILL DETAIL

0 6" 1'

GRAPHIC SCALE 3" = 1'-0"

0 2'

GRAPHIC SCALE 1" = 1'-0"

6" 1' 3'

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

1' 2' 4' 6'

D_A-001 - GENERAL NOTES, ABBREVIATIONS

D_A-101 - PLANS

D_A-201 - ELEVATIONS

D_A-301 - BUILDING AND WALL SECTIONS

D_A-501 - WALL DETAILS

D_A-601 - SCHEDULES AND DIAGRAMS

2021-04-14T11:24:41-0400

Peter Soukas

I am signing to certify the authenticity of this document.

2021-04-14T11:24:54-0400

Peter Soukas

I am signing to certify the authenticity of this document.

2021-04-14T11:24:54-0400

Peter Soukas

I am signing to certify the authenticity of this document.

2021-04-14T11:24:54-0400

Peter Soukas

I am signing to certify the authenticity of this document.

2021-04-14T11:24:55-0400

Peter Soukas

I am signing to certify the authenticity of this document.

2021-04-14T11:24:55-0400

Peter Soukas

I am signing to certify the authenticity of this document.

P A R

TM

E N T O F

TH

E

N A

V A L F A C

IL

IT

IE

S

E N G

IN

E E R

IN

G

C O M M A

ARLINGTON, VIRGINIA 22201

8:

_F

D_F-001

TE

RS

TO

W N M

AR

YL

13134113

BT JR BT

ER

ET

AS

H

IN

GT

O

H

IN

G

TO

N

N

AV

Y

YA

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING JURISDICTION

DN DOWN

EX EXISTING

FDC FIRE DEPARTMENT CONNECTION

FM FM GLOBAL

FP FIRE PROTECTION

GPM GALLONS PER MINUTE

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NO NORMALLY OPEN

RN RISER NIPPLE

SQ FT SQUARE FOOT

UL UNDERWRITERS LABORATORIES

COTR CONTRACTING OFFICER'S TECHNICAL REPRESENTATIVE

FIRE PUMP SYSTEM NOTES

THESE DOCUMENTS DEPICT A PERFORMANCE LEVEL ENGINEERING DESIGN LAYOUT TO BE

UTILIZED AS GUIDANCE FOR THE PLANNING OF THE SYSTEM. PROVIDE COMPLETE

DOCUMENTS FOR REVIEW AND APPROVAL FROM THE ENGINEER OF RECORD AND THE

AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. INCLUDE IN THE SHOP

DRAWINGS AND CALCULATIONS ANY ADDITIONAL EQUIPMENT NECESSARY.

COORDINATE AND SEQUENCE THE WORK PRIOR TO FABRICATION AND INSTALLATION OF

EQUIPMENT. MAKE NECESSARY ACCOMMODATIONS TO MEET THE INTENT OF THE

DRAWINGS AND ENSURE A COORDINATED INSTALLATION.

PROVIDE PRODUCT INFORMATION, SHOP DRAWINGS, DOCUMENTS AND WARRANTIES FOR

MATERIALS AND SERVICES PROVIDED ON THIS PROJECT.

PERFORM INSTALLATION IN A NEAT AND PROFESSIONAL MANNER IN ACCORDANCE WITH

INDUSTRY STANDARD MATERIALS, TOOLS, AND METHODS.

COORDINATE MOUNTING HEIGHTS OF DEVICES ON FINISHED WALLS TO PROVIDE A NEAT

AND SYMMETRICAL APPEARANCE.

CLEAR ALL DEBRIS FROM THE AREA OF WORK AND LEAVE SITE IN CLEAN CONDITION.

CLEAN ALL EQUIPMENT ENCLOSURES, INSIDE AND OUTSIDE

CONTRACT DRAWINGS MUST BE USED WITH THE SPECIFICATIONS TO OBTAIN COMPLETE

CONSTRUCTION INFORMATION. COORDINATE ALL DRAWINGS AND SPECIFICATIONS PRIOR

TO COMMENCING WORK. QUESTIONS REGARDING DESIGN INTENT OR SYSTEM OPERATION

MUST BE PROMPTLY BROUGHT TO THE CONTRACTING OFFICER.

ANY CONFLICTS BETWEEN SPECIFICATIONS AND DRAWINGS MUST BE BROUGHT TO THE

GOVERNMENT'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH ANY WORK EXCEPT AT

THEIR OWN RISK, UNTIL CLARIFICATIONS OF CONFLICTS ARE ISSUED TO THE CONTRACTOR

BY THE COTR OR HIS/HER AUTHORIZED REPRESENTATIVE.

AVOID ALL CONFLICTS WITH LIGHT FIXTURES, HVAC DIFFUSERS, GRILLS, DUCTS, CONDUIT

AND OTHER PIPING OR OTHER OBSTRUCTIONS ENCOUNTERED. COORDINATE ALL WORK

WITH FIELD CONDITIONS. PROMPTLY NOTIFY COTR PRIOR TO INITIATING WORK, IF ANY

MOUNTING LOCATIONS ARE OBSTRUCTED AND/OR IF ANY MOUNTING CONFLICTS OR

PROBLEMS ARE DISCOVERED.

INSTALL SPRINKLERS IN CENTER OF CEILING TILES. ALIGN SPRINKLERS SYMMETRICALLY

OR OTHERWISE ALIGNED ON CENTERLINES WITH OTHER SPRINKLERS AND WITH

CONSIDERATION TO ARCHITECTURAL FEATURES (SOFFITS, ETC.) WITHOUT VIOLATING

REFERENCED STANDARDS OR THIS SPECIFICATION.

DESIGN LAYOUT AND DRAWING BACKGROUNDS ARE FOR BIDDING PURPOSES ONLY AND

ARE NOT TO BE USED FOR CONSTRUCTION. DRAWING BACKGROUNDS MAY NOT MATCH

FIELD CONDITIONS. VERIFY ALL FIELD DIMENSIONS PRIOR TO FABRICATION/INSTALLATION

OF ANY EQUIPMENT.

CORE DRILL PENETRATIONS IN MASONRY WALLS AND FLOOR/CEILING SLABS. EXAMINE ALL

WALLS AND FLOORS FOR HIDDEN OBSTRUCTIONS PRIOR TO CORE DRILLING.

SEE ARCHITECTURAL DRAWINGS FOR ROOM FINISH SCHEDULE AND ROOM USE. SEE

ARCHITECTURAL, ELECTRICAL, MECHANICAL, AND TELECOMMUNICATIONS PLANS FOR THE

LOCATION OF ALL CEILING-MOUNTED DEVICES. FIELD VERIFY AND COORDINATE THE

LOCATIONS OF ALL SYSTEM COMPONENTS INCLUDING PIPING, ALARMS, DRAINS, TEST

POINTS, ETC. WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL

EQUIPMENT WITHIN THE BUILDING.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

FIRE SPRINKLER NOTES

COORDINATE ALL REQUIRED SYSTEMS TO THE SATISFACTION OF THE CONTRACTING

OFFICER AND AUTHORITY HAVING JURISDICTION. CORRECTION OF ANY DEFICIENCIES,

INCONSISTENCIES, OR POORLY COORDINATED INSTALLATIONS ARE THE RESPONSIBILITY

OF THE CONTRACTOR AT NO ADDITIONAL COST.

FINAL DESIGN REQUIREMENTS (DEVICE QUANTITY, SIZE, AND LOCATIONS) ARE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR. DRAWINGS INDICATE MINIMUM REQUIREMENTS;

THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND COORDINATING FINAL DESIGN

REQUIREMENTS WITH THESE CONSTRUCTION DOCUMENTS, SPECIFICATIONS, REFERENCE

DOCUMENTS, APPLICABLE CODES, AND FACILITY USER REQUIREMENTS.

ALL DRAIN PENETRATIONS THROUGH EXTERIOR WALL MUST BE NO GREATER THAN 2'-0"

ABOVE FINISHED GRADE.

INSTALL ALL VALVES, INCLUDING CONTROL AND TRIM VALVES, WITHIN 6'-0" AFF.

FIRE SUPPRESSION DESIGN CRITERIA:

A.

B.

C.

D.

CONNECT THE FIRE SUPPRESSION SYSTEM TO NEW FIRE PROTECTION

INFRASTRUCTURE. BASE HYDRAULIC CALCULATION ON THE DEDICATED SITE-WIDE

FIRE PUMP RATING. SEE SHEET D_F-101.

HYDRAULICALLY DESIGN ORDINARY HAZARD OCCUPANCY AREAS (OH) BASED ON A

MINIMUM 0.20 GPM/SF OVER THE HYDRAULICALLY MOST REMOTE 2,500 SF. MAXIMUM

SPRINKLER SPACING MUST NOT EXCEED 130 SF. INCLUDE A 250 GPM HOSE STREAM

ALLOWANCE IN THE HYDRAULIC DESIGN.

THE FIRE SUPPRESSION SYSTEM MUST BE DESIGNED AND INSTALLED BY A LICENSED /

CERTIFIED COMPANY WHERE EMPLOYEES ARE LICENSED / CERTIFIED TO INSTALL FIRE

PROTECTION EQUIPMENT IN THE STATE OF VIRGINIA.

ALL COMPONENTS AND ASSEMBLIES USED IN THIS FIRE PROTECTION SYSTEM MUST BE

SPECIFICALLY UL LISTED OR FM APPROVED FOR THEIR INTENDED USE.

FIRE ALARM NOTES

PROVIDE SYSTEM DESIGN AND INSTALLATION OF A NEW FULLY CODE COMPLIANT, SUPERVISED, ADDRESSABLE FIRE ALARM SYSTEM.