1430035dwg08of20_Structural.pdf

GENERAL NOTES:

1. THE STRUCTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE

ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS,

AND THE SPECIFICATIONS. VERIFY THE REQUIREMENTS OF OTHER TRADES AS

TO SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS, HOLES, AND ADDITIONAL

ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK.

2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS

OF THE UNIFIED FACILITIES CRITERIA UFC-1-200-01 INCLUDING CHANGES, DATED

JUNE 20, 2016.

3. THE WORK OUTLINED IN SPECIFICATION SECTION 014535 IS SUBJECT TO

SPECIAL INSPECTIONS AS DESCRIBED IN THE TECHNICAL SPECIFICATIONS.

4. PROVIDE TEMPORARY SHORING AND BRACING REQUIRED TO ERECT AND HOLD

THE STRUCTURE IN PROPER ALIGNMENT UNTIL PERMANENT SUPPORTS AND

LATERAL BRACING ARE IN PLACE.

5. PORTIONS OF THE STRUCTURE NOT ALTERED AND NOT AFFECTED BY THE

ALTERATION HAVE NOT BEEN REVIEWED FOR COMPLIANCE WITH THE CODE

REQUIREMENTS FOR A NEW STRUCTURE.

6. BEFORE PROCEEDING WITH WORK WITHIN THE EXISTING STRUCTURE, BECOME

FAMILIAR WITH THE EXISTING STRUCTURAL CONDITIONS. THE CONTRACTOR

MUST BE SOLELY RESPONSIBLE FOR THE DESIGN AND ERECTION OF ANY AND

ALL SAFEGUARDS NECESSARY TO PROTECT THE EXISTING STRUCTURE.

PROVIDE SHORING, BRACING, AND OTHER SAFEGUARDS TO MAINTAIN ALL

PARTS OF THE STRUCTURE IN A SAFE CONDITION AT ALL TIMES DURING THE

PROCESS OF DEMOLITION AND CONSTRUCTION.

7. FIELD VERIFY THE DIMENSIONS, ELEVATIONS, AND OTHER REQUIREMENTS

NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW

PORTIONS OF THE STRUCTURE TO THE EXISTING. ANY DIMENSIONS SHOWN OF

EXISTING STRUCTURES MUST BE CONSIDERED AS APPROXIMATE AND

ADEQUATE FOR BIDDING PURPOSES ONLY. MAKE ALL MEASUREMENTS

NECESSARY FOR THE FABRICATION AND ERECTION OF STRUCTURAL MEMBERS.

DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER.

8. DESIGN CRITERIA:

ROOF 20 PSF

MECHANICAL SPACE 125 PSF

SLAB ON GRADE

LIVE LOADS - UNIFORM:

100 PSF

27 KIPS

28 KIPS

+32/-43 PSF

+32/-89 PSF

+111/-65 PSF

II

B 1.0

0.15 0.16

0.07 0.112

D

3.0

0.053 (SECTOR 1)

27.7 KIPS

±0.18

109 MPH

WIND

LIVE LOADS - CONCENTRATED:

FLOORS

ROOFS

1,000# 300#

UNLESS OTHERWISE NOTED, CONCENTRATED LOADS ARE APPLIED

UNIFORMLY OVER 2'-6" x 2'-6" AREA.

1.0 1.0

10 PSF

10 PSFGROUND SNOW LOAD

SNOW LOADS:

FLAT-ROOF LOAD

IMPORTANCE FACTOR (Is) THERMAL FACTOR (Ct) EXPOSURE FACTOR (Ce)

NOMINAL DESIGN WIND SPEED

WIND LOADS:

INTERNAL PRESSURE COEFFICIENT

ROOF, ZONE 3 (10 SF)

WALLS, ZONE 5 (10 SF)

COMPONENT AND CLADDING PRESSURES:

PARAPET, END/CORNER (10 SF)

EAST / WEST

NORTH / SOUTH

SECTOR 1 ADDITION WIND BASE SHEARS (FOR MWFRS):

ANALYSIS PROCEDURE:

SPECTRAL RESPONSE ACCELERATIONS:

SS

SITE CLASSIFICATION

SEISMIC LOADS:

S1

SDS SD1

SEISMIC DESIGN CATEGORY

IMPORTANCE FACTOR (IE)

BASIC STRUCTURAL SYSTEM:

RESPONSE MODIFICATION COEFFICIENT (R)

SEISMIC RESPONSE COEFFICIENT (Cs)

SECTOR 1 ADDITION SEISMIC BASE SHEAR (V)

ADDITION LATERAL DESIGN CONTROL

SECTOR 1 ADDITION

RISK CATEGORY

CLASSIFICATION OF BUILDING

EQUIVALENT LATERAL FORCE

BEXPOSURE CATEGORY

1.0

140 MPHULTIMATE DESIGN WIND SPEED SPEED

WINDSECTOR 2 ADDITION

27.7 KIPSSECTOR 2 ADDITION SEISMIC BASE SHEAR (V)

12 KIPS

29 KIPSEAST / WEST

NORTH / SOUTH

SECTOR 2 ADDITION WIND BASE SHEARS (FOR MWFRS):

ROOF ABOVE MECHANICAL SPACE 40 PSF

STEEL SYSTEMS NOT

SPECIFICALLY DETAILED

FOR SEISMIC

SECTOR 1 ADDITION

INTERMEDIATE REINFORCED

MASONRY SHEAR WALLS

SECTOR 2 ADDITION

1. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE

RECOMMENDATIONS IN THE REPORT OF GEOTECHNICAL EXPLORATION

PREPARED BY GEOENVIRONMENTAL RESOURCES, INC., REVISION 4 DATED

NOVEMBER 16, 2017.

2. FOUNDATIONS HAVE BEEN DESIGNED FOR A NET ALLOWABLE SOIL BEARING

PRESSURE OF 2,500 PSF.

3. PRIOR TO PLACING FOUNDATION CONCRETE, ALL FOUNDATION EXCAVATIONS

MUST BE INSPECTED BY THE SPECIAL INSPECTOR TO EXPLORE THE EXTENT OF

LOOSE, SOFT, EXPANSIVE, OR OTHERWISE UNSATISFACTORY SOIL MATERIAL

AND TO VERIFY DESIGN BEARING PRESSURE. DIRECTION FOR CORRECTIVE

ACTION WILL BE PROVIDED WHERE REQUIRED.

4. NO UNBALANCED BACKFILLING MUST BE DONE AGAINST MASONRY WALLS

UNLESS WALLS ARE SECURELY BRACED AGAINST OVERTURNING, EITHER BY

TEMPORARY CONSTRUCTION BRACING OR BY PERMANENT CONSTRUCTION.

5. CONTROL GROUNDWATER AND SURFACE RUNOFF THROUGHOUT THE

CONSTRUCTION PROCESS. INUNDATION AND LONG TERM EXPOSURE OF

BEARING SURFACES WHICH RESULT IN DETERIORATION OF BEARING MUST BE

PREVENTED.

FOUNDATION NOTES:

1. CONCRETE MUST BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE

(ACI) 301 AND 318.

2. CONCRETE MUST BE NORMAL WEIGHT AND MUST OBTAIN 28 DAY

COMPRESSIVE STRENGTHS AS FOLLOWS:

A. SLAB-ON-GRADE ....................................................................3,500 PSI

B. CONCRETE NOT OTHERWISE NOTED.................................. 3,000 PSI

3. REINFORCING MATERIALS MUST BE AS FOLLOWS:

A. REINFORCING BARS - ASTM A 615, GRADE 60, DEFORMED.

B. WELDED WIRE REINFORCEMENT - ASTM A 185, WELDED STEEL WIRE

REINFORCEMENT; PROVIDE SHEET TYPE, ROLL TYPE IS NOT ACCEPTABLE.

4. ALL REINFORCING STEEL AND EMBEDDED ITEMS SUCH AS ANCHOR RODS AND

WELD PLATES MUST BE ACCURATELY PLACED AND ADEQUATELY TIED AND

SUPPORTED BEFORE CONCRETE IS PLACED TO PREVENT DISPLACEMENT

BEYOND PERMITTED TOLERANCES.

5. CONCRETE COVER TO REINFORCING STEEL MUST CONFORM TO THE MINIMUM

COVER RECOMMENDATIONS IN ACI 318, UNLESS THE DRAWINGS SHOW

GREATER COVER REQUIREMENTS.

6. LAP CONTINUOUS REINFORCING STEEL 57 X BAR DIAMETER, TYPICAL UNLESS

OTHERWISE NOTED.

CAST-IN-PLACE CONCRETE NOTES:

1. CONCRETE MASONRY MATERIALS AND CONSTRUCTION MUST CONFORM TO

THE AMERICAN CONCRETE INSTITUTE (ACI) 530.

2. CONCRETE MASONRY UNITS MUST CONFORM TO ASTM C 90 AND MUST BE

MADE WITH LIGHTWEIGHT AGGREGATE. MINIMUM NET AREA COMPRESSIVE

STRENGTH OF MASONRY UNITS MUST BE 2,000 PSI AT 28 DAYS.

3. COMPRESSIVE STRENGTH OF MASONRY MUST BE DETERMINED BY THE UNIT

STRENGTH METHOD AS SET FORTH IN ACI 530.1. THE NET AREA COMPRESSIVE

STRENGTH OF MASONRY, f'm, MUST BE 2,000 PSI AT 28 DAYS.

4. MORTAR MUST BE TYPE M OR S AND MUST COMPLY WITH ASTM C270,

PROPORTIONS OR PROPERTIES SPECIFICATION.

5. GROUT MUST COMPLY WITH ASTM C476, PROPERTIES SPECIFICATION, AND

SHALL BE PROPORTIONED TO OBTAIN A 28 DAY COMPRESSIVE STRENGTH OF

2000 PSI.

6. REINFORCING STEEL MUST COMPLY WITH ASTM A 615, GRADE 60. SHOP

FABRICATE REINFORCING BARS WHICH ARE SHOWN TO BE BENT OR HOOKED.

7. ALL BOND BEAMS, REINFORCED CELLS AND CELLS WITH EXPANSION BOLTS,

EMBED PLATES OR OTHER ANCHORS AND ALL CELLS BELOW GRADE MUST BE

GROUTED SOLID. GROUT PROCEDURE MUST COMPLY WITH ACI 530.1.

8. PROVIDE REINFORCING BARS OF THE GIVEN SIZE AND SPACING SHOWN. LAP

CONTINUOUS REINFORCING STEEL 54 BAR DIAMETERS UNLESS OTHERWISE

NOTED.

9. PROVIDE REINFORCING STEEL DOWELS OF THE SAME SIZE AND SPACING AS

VERTICAL REINFORCING FROM THE SUPPORTING STRUCTURE. DOWELS MUST

HAVE STANDARD ACI HOOKS. LAP LENGTH FOR DOWELS FROM FOUNDATION

NOT OTHERWISE NOTED MAY BE 36 X BAR DIAMETER.

10. PROVIDE STANDARD 9 GAGE LADDER TYPE HORIZONTAL JOINT REINFORCING

IN CMU WALLS AT 16 INCHES ON CENTER AND IN TWO JOINTS IMMEDIATELY

ABOVE AND BELOW ALL OPENINGS, EXTENDING A MINIMUM OF 2 FEET BEYOND

THE JAMB ON EACH SIDE OF THE OPENING, EXCEPT AT CONTROL JOINTS.

11. PROVIDE HORIZONTAL BOND BEAMS WITH CONTINUOUS REINFORCING AS

SHOWN IN THE SECTIONS AND DETAILS. DISCONTINUE ALL HORIZONTAL

REINFORCING AT CONTROL JOINTS EXCEPT FOR THE BOND BEAMS AT JOIST

BEARING ELEVATIONS.

12. DO NOT LOCATE CONTROL JOINTS WITHIN TWO FEET OF STEEL BEAM BEARING

LOCATIONS.

CONCRETE MASONRY NOTES:

1. STRUCTURAL STEEL MUST BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE

OF STEEL CONSTRUCTION (AISC) 360.

2. STRUCTURAL STEEL MUST COMPLY WITH THE FOLLOWING SPECIFICATIONS:

A. STRUCTURAL STEEL SHAPES, PLATES AND BARS ULESS OTHERWISE

NOTED - ASTM A 36, Fy = 36 KSI B. STRUCTURAL STEEL W-SHAPES - ASTM A 992, Fy = 50 KSI

C. HOLLOW STRUCTURAL SECTIONS (HSS):

SQUARE AND RECTANGULAR - ASTM A 500, GRADE C, Fy = 50 KSI D. STEEL PIPE - ASTM A53 GRADE B, Fy=35 KSI

E. ANCHOR RODS - ASTM F 1554, GRADE 36

F. HIGH STRENGTH BOLTS - ASTM A325 (TYPICAL UON)

G. FULLY PRETENSIONED BOLTS - ASTM F1852 (TWIST-OFF TYPE)

H. WASHERS - ASTM F 436

I. NUTS - ASTM A 563

3. CONNECTIONS MUST BE AISC "STANDARD FRAMED BEAM CONNECTIONS" WITH

ASTM A 325 BOLTS, DESIGNED FOR ONE-HALF THE UNIFORM LOAD CONSTANTS

FOR LATERALLY SUPPORTED BEAMS GIVEN IN PART 3 OF THE "STEEL

CONSTRUCTION MANUAL".

4. HIGH STRENGTH BOLTS MUST BE FULLY PRETENSIONED USING LOAD

INDICATOR WASHERS OR TENSION CONTROL "TWIST OFF" BOLTS.

5. PROVIDE L3x3x1/4 ANGLE FRAMING AROUND OPENINGS LARGER THAN 6 INCHES

IN ANY DIMENSION (INCLUDING ROOF DRAINS) TO SUPPORT STEEL DECK,

TYPICAL UNLESS OTHERWISE NOTED.

6. WELDING MUST BE IN ACCORDANCE WITH AWS D1.1, "STRUCTURAL WELDING

CODE - STEEL." WELD ELECTRODES MUST BE E70XX LOW HYDROGEN. UNLESS

OTHERWISE NOTED, PROVIDE CONTINUOUS FILLET WELDS WITH MINIMUM SIZE

REQUIRED BY TABLE J2.4 AISC 360.

7. COORDINATE ALL MEMBER LOCATIONS, UNIT WEIGHTS, OPENING SIZES, AND

CURB DIMENSIONS FOR MECHANICAL EQUIPMENT WITH THE ACTUAL

EQUIPMENT FURNISHED.

8. HOT-DIP GALVANIZE AFTER FABRICATION THE FOLLOWING:

A. ANGLES AND PLATES SUPPORTING MASONRY IN EXTERIOR WALLS.

B. LINTELS AND LINTEL ASSEMBLIES SUPPORTING MASONRY IN EXTERIOR

WALLS.

C. ALL STEEL EXPOSED TO WEATHER IN THE FINAL CONSTRUCTION.

D. ITEMS IDENTIFIED AS GALVANIZED ON ARCHITECTURAL OR

STRUCTURAL DRAWINGS.

STRUCTURAL STEEL NOTES:

1. INSTALL SETTLEMENT PLATES ON SUBGRADE AT LOCATIONS SHOWN ON THE

PLANS.

2. OBTAIN INITIAL SURVEY READINGS IMMEDIATELY AFTER PLATE INSTALLATION

AND PRIOR TO ANY FILL PLACEMENT.

3. RECORD ELEVATION OF TOP OF BAR AND RECORD BAR LENGTH ABOVE PLATE.

OBTAIN READINGS AT WEEKLY INTERVALS.

4. CAREFULLY PLACE AND COMPACT FILL LIFTS AROUND HSS. HSS MUST BE

MAINTAINED PLUMB.

5. OBTAIN READINGS TO AN ACCURACY OF 0.01 FOOT OR BETTER. REFERENCE

BENCH MARK MUST BE LOCATED AT LEAST 50 FEET AWAY FROM TOE OF

SLOPE. BENCH MARK MUST BE PROTECTED AND REMAIN UNDISTURBED

THROUGHOUT MONITORING PERIOD.

6. EXTEND BAR AND HSS AS FILL SURFACE INCREASES USING COUPLINGS AND

ADDITIONAL SECTIONS AS NECESSARY. OBTAIN READINGS BOTH BEFORE AND

AFTER ADDING EXTENSIONS.

7. PROVIDE BARRICADES FOR PROTECTION DURING CONSTRUCTION.

8. REPLACE AND RESURVEY COMPONENTS DAMAGED DURING CONSTRUCTION AT

NO ADDITIONAL EXPENSE.

9. REPORT READINGS TO THE CONTRACTING OFFICER ON A WEEKLY BASIS.

AFTER A MINIMUM OF TWO READINGS SHOWING NO MOVEMENT, CONTRACTING

OFFICER WILL NOTIFY CONTRACTOR THAT SETTLEMENT READINGS MAY

CEASE. BASE BID DURATION OF MONITORING MUST BE 30 DAYS.

10. REMOVE SETTLEMENT PLATES OR ABANDON IN-PLACE AT LEAST ONE FOOT

BELOW FINAL GRADES.

SETTLEMENT MONITORING NOTES:

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

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NA

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1430035

DRAWFORM REVISION: 10 MARCH 2009

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING FOR OFFICIAL USE ONLY

4750 New Broad Street Orlando, Florida 32814 www.rlfae.com

LICENSE #AA C000564 #EB 0000629

TBD

JGG / RSF

EJA

Approved by JOANNE KRAUSE, Director of Medical Facilities

Program Office, via Email

01/08/21

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S-001

JDT WRB DWM

12760510

11/18/20

NOT TO SCALE

Structural Engineers 5032 Rouse Dr., Ste 200 Virginia Beach, VA 23462

757.671.8626 - lynchmykins.com LM Project # V16.025

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1. STEEL JOISTS MUST BE IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE

(SJI) STANDARD SPECIFICATIONS.

2. JOIST BRIDGING MUST CONFORM TO SJI SPECIFICATIONS, INCLUDING BRIDGING

REQUIRED FOR JOISTS SUBJECTED TO UPLIFT LOADS. PROVIDE CROSS-

BRIDGING AT ENDS OF BRIDGING LINES AND CHANGES IN JOIST DEPTHS AND AT

ROLLED STEEL SHAPES RUNNING PARALLEL TO JOISTS. BRIDGING SHOWN

MUST BE PROVIDED, IN ADDITION TO THE REQUIRED STANDARD BRIDGING.

ENDS OF ALL BRIDGING LINES MUST BE ANCHORED TO WALLS OR BEAMS.

3. ROOF JOISTS MUST BE DESIGNED FOR A NET UPLIFT LOAD OF 20 PSF.

4. ALL JOISTS MUST BE DESIGNED FOR A BEND CHECK LOAD OF 300 LBS. HUNG

FROM THE JOIST TOP OR BOTTOM CHORD AT ANY POINT ALONG THE SPAN.

5. PERMANENT SUSPENDED LOADS MUST NOT BE SUPPORTED BY JOIST

BRIDGING.

6. SUBMIT SPRINKLER SHOP DRAWINGS INCLUDING LOADS AND LOCATIONS PRIOR

TO FABRICATION OF JOISTS.

7. COMPLY WITH OSHA SAFETY STANDARDS FOR THE ERECTION OF STEEL JOISTS.

STEEL JOIST NOTES:

1. STEEL DECK MUST BE IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL

INSTITUTE (AISI), "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-

FORMED STEEL STRUCTURAL MEMBERS" AND THE STEEL DECK INSTITUTE (SDI),

"DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS, AND ROOF DECKS."

2. STEEL DECK INSTALLATION MUST COMPLY WITH THE FOLLOWING:

A. ROOF DECK: 1 1/2" x 22 GAGE TYPE B GALVANIZED. UNLESS OTHERWISE

NOTED, ATTACH DECK TO SUPPORTS WITH 5/8 INCH DIAMETER PUDDLE WELDS

IN ALL RIBS WHERE END LAPS OCCUR AND AT 12 INCHES ON CENTER ALONG

SUPPORTS WITH A 36/4 PATTERN. FASTEN SIDE LAPS WITH #10 SELF-TAPPING

HEX HEAD SCREWS AT 1/4 POINTS BETWEEN SUPPORTS. FASTEN EDGEMOST

DECK PANEL TO STEEL FRAMING WITH 5/8 INCH DIAMETER PUDDLE WELDS AT

SAME SPACING AS SIDELAP FASTENERS.

B. ACOUSTICAL ROOF DECK: 3" x 22 GAGE TYPE NA GALVANIZED. UNLESS

OTHERWISE NOTED, ATTACH DECK TO SUPPORTS WITH 5/8 INCH DIAMETER

PUDDLE WELDS AT 8 INCHES ON CENTER ALONG SUPPORTS WITH A 24/4 PATTERN.

FASTEN SIDE LAPS WITH #10 SELF-TAPPING HEX HEAD SCREWS AT 24" ON CENTER

BETWEEN SUPPORTS. FASTEN EDGEMOST DECK PANEL TO STEEL FRAMING WITH

5/8 INCH DIAMETER PUDDLE WELDS AT SAME SPACING AS SIDELAP FASTENERS.

3. STEEL DECK MUST BE INSTALLED PERPENDICULAR TO SUPPORTS AND MUST

HAVE A MINIMUM OF THREE CONTINUOUS SPANS. ENDLAPS MUST ONLY OCCUR

AT SUPPORTS.

4. WELDING MUST BE IN ACCORDANCE WITH AWS D1.3 "STRUCTURAL WELDING

CODE - SHEET STEEL".

5. PERMANENT SUSPENDED LOADS MUST NOT BE SUPPORTED BY STEEL ROOF

DECK.

STEEL DECK NOTES:

1. COLD-FORMED METAL FRAMING MUST BE IN ACCORDANCE WITH THE

AMERICAN IRON AND STEEL INSTITUTE (AISI) "NORTH AMERICAN STANDARD

FOR COLD-FORMED STEEL FRAMING - GENERAL PROVISIONS".

2. WELDING MUST BE IN ACCORDANCE WITH AWS D1.3, "STRUCTURAL WELDING

CODE - SHEET STEEL". TOUCH UP ALL WELDS WITH SPECIFIED COATING

SYSTEMS.

3. COLD-FORMED METAL FRAMING MEMBERS MUST CONFORM TO ASTM C 955,

AND BE FORMED OF CORROSION-RESISTANT STEEL CONFORMING TO ASTM A

653 AND ASTM C 955 WITH A MINIMUM YIELD STRENGTH OF 33 KSI FOR 43 MIL

AND THINNER MEMBERS AND 50 KSI FOR ALL OTHER MEMBERS.

4. MEMBER SECTION PROPERTIES MUST CONFORM TO PART 'I' OF THE "COLD-

FORMED STEEL DESIGN MANUAL."

COLD-FORMED METAL FRAMING NOTES:

AFF

ARCH

BD

BEJ

BLDG

BOD

BOT, B

BRG

BTWN

C TO C

CFMF

CJ

CL

CLR

CMU

COL

CONC

CONN

CONSTR

CONT

COORD

CTR

CTRD

CW

DBL

DCJ

DIA

DJ

DWGS

EA

EF

EJ

EL

EMBED

EOD

EOS

EQ

EW

EXIST

EXP

EXT

FD

FDN

FO

FF EL

FIN

FIN FLR

FOB

FOC

FOM

FOS

FRMG

FTG

FV

GALV

GEN

GR BM

H

HK

HORIZ

HSS

HT

ABOVE FINISHED FLOOR

ARCHITECT

BAR DIAMETER

BUILDING EXPANSION JOINT

BUILDING

BOTTOM OF DECK

BOTTOM

BEARING

BETWEEN

CENTER TO CENTER

COLD FORMED METAL FRAMING

CONTROL JOINT

CENTERLINE

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

COORDINATE

CENTER

CENTERED

CURTAIN WALL

DOUBLE

DOWELED CONSTRUCTION JOINT

DIAMETER

DOUBLE JOIST

DRAWINGS

EACH

EACH FACE

EXPANSION JOINT

ELEVATION

EMBEDMENT

EDGE OF DECK

EDGE OF SLAB

EQUAL

EACH WAY

EXISTING

EXPANSION

EXTERIOR

FLOOR DRAIN

FOUNDATION

FACE OF

FINISHED FLOOR ELEVATION

FINISH

FINISHED FLOOR

FACE OF BUILDING

FACE OF CONCRETE

FACE OF MASONRY

FACE OF SLAB/ STUD

FRAMING

FOOTING

FIELD VERIFY

GALVANIZED

GENERAL

GRADE BEAM

HIGH

HOOK

HORIZONTAL

HOLLOW STRUCTURAL SECTIONS

HEIGHT

HVY

INT

JBE

JT

KCJ

L

LLH

LLV

LSH

LSV

LTWT

LWC

MAS

MATL

MAX

MECH

MFR

MID

MIN

MOD

MOS

NOM

NTS

OC

OPH

OPNG

PAF

PAR

PC

PEN

PERP

PL

PME

R

REF

REINF

REQD

REQMTS

SCHED

SF

SGB

SIM

SJ

SL

STD

T&B T&G

THK

TOC

TOF

TOM

TOS

TS

TYP

UON

VERT

W/

WP

WSP

WWR

HEAVY

INTERIOR

JOIST BEARING ELEVATION

JOINT

KEYED CONSTRUCTION JOINT

LOW

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONG SIDE HORIZONTAL

LONG SIDE VERTICAL

LIGHTWEIGHT

LIGHTWEIGHT CONCRETE

MASONRY

MATERIAL

MAXIMUM

MECHANICAL

MANUFACTURER

MIDDLE

MINIMUM

MODIFY

MIDDEPTH OF SLAB

NOMINAL

NOT TO SCALE

ON CENTER

OPPOSITE HAND

OPENING

POWDER ACTUATED FASTENER

PARALLEL

PIECE

PENETRATE, PENETRATION

PERPENDICULAR

PLATE

PLUMBING, MECHANICAL

& ELECTRICAL

RADIUS

REFERENCE, REFER TO

REINFORCE, REINFORCED,

REINFORCING

REQUIRED

REQUIREMENTS

SCHEDULE

STEPPED FOOTING

STEPPED GRADE BEAM

SIMILAR

SAWED JOINT

SLOPE

STANDARD

TOP AND BOTTOM

TONGUE AND GROOVE

THICKNESS

TOP OF CONCRETE

TOP OF FOOTING

TOP OF MASONRY

TOP OF STEEL

THICKENED SLAB

TYPICAL

UNLESS OTHERWISE NOTED

VERTICAL

WITH

WORKING POINT

WOOD STRUCTURAL PANEL(S)

WELDED WIRE REINFORCING

ABBREVIATIONS:

-X"

X

= TOP OF STEEL ELEVATION MEASURED

FROM REFERENCED FINISHED FIRST

FLOOR ELEVATION = 0'-0"

= TOP OF MASONRY ELEVATION MEASURED

FROM REFERENCED FINISHED FIRST

FLOOR ELEVATION = 0'-0"

= BOTTOM OF DECK ELEVATION MEASURED

FROM REFERENCED FINISHED FIRST

FLOOR ELEVATION = 0'-0"

= FLOOR / ROOF OPENING

= TOP OF FOOTING ELEVATION MEASURED

FROM REFERENCED FINISHED FIRST

FLOOR ELEVATION = 0'-0"

(-X'-X")

= TOP OF EXISTING FOOTING ELEVATION

MEASURED FROM REFERENCED FINISHED

FIRST FLOOR ELEVATION = 0'-0".

CONTRACTOR MUST FIELD VERIFY.

<-X'-X"+>

= TOP OF SLAB ELEVATION MEASURED

FROM REFERENCED FINISHED FIRST

FLOOR ELEVATION = 0'-0"

= CHANGE IN ELEVATION -

REF ARCH DWGS FOR DIMENSIONS

= DIRECTION OF SLOPE

KCJ OR SJ LINE ON PLAN=

WARP LINE OF ROOF DECK=

PLAN KEY NOTE MARK=

COLUMN GRID MARK=

X

SX SECTION/DETAIL MARK=

SECTION/DETAIL NUMBER/LETTER

SHEET NUMBER WHERE

SECTION/DETAIL MARK IS DRAWN

MOMENT CONNECTION=

JOIST BOTTOM CHORD EXTENSION=

BEAM BOTTOM FLANGE BRACE=

WALL FOOTING MARK=WFX

COLUMN FOOTING MARK=CFX

FIELD VERIFY=±

PLAN LEGEND:

SL

X

TOS=+X'-X"

TOM=+X'-X"

BOD=+X'-X"

EXISTING COLUMN GRID MARK=X

= BOTTOM OF STEEL ELEVATION MEASURED

FROM REFERENCED FINISHED FIRST

FLOOR ELEVATION = 0'-0"

BOS=+X'-X"

= TOP OF CONCRETE ELEVATION MEASURED

FROM REFERENCED FINISHED FIRST

FLOOR ELEVATION = 0'-0"

TOC=+X'-X"

SETTLEMENT PLATE=

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

DE

PA

RT

ME

NT

O

F

TH

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C

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NI

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UE

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NO

RF

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IR

GI

NI

A

NA

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L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

C

OM

MA

ND

, A

TL

AN

TI

C

NA

VA

L F

AC

ILI

TI

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E

NG

IN

EE

RI

NG

C

OM

NE

C

OR

PS

B

AS

E

CA

MP

LE

JE

UN

E

FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

1430035

DRAWFORM REVISION: 10 MARCH 2009

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING FOR OFFICIAL USE ONLY

4750 New Broad Street Orlando, Florida 32814 www.rlfae.com

LICENSE #AA C000564 #EB 0000629

TBD

JGG / RSF

EJA

Approved by JOANNE KRAUSE, Director of Medical Facilities

Program Office, via Email

01/08/21

NBJ

D:

\02

-R ev it L oc al Fil es \40

-B

LD

G-

5-

S_ tde lac ru z@ lyn ch my kin s.c om .co m.

rvt

1/7 /20

5:

:47

P M

12" = 1'-0"

GE

NE

RA

L N

OT

ES

S-002

JDT WRB DWM

12760511

11/18/20

Structural Engineers 5032 Rouse Dr., Ste 200 Virginia Beach, VA 23462

757.671.8626 - lynchmykins.com LM Project # V16.025

NOT TO SCALE

XPXP

XNXN

XMXM

XL.6XL.6

XLXL

XK.4XK.4

XJXJ

XH.5XH.5

XGXG

XEXE

XC.3XC.3

XRXR

X1X1

X1X1

X2X2

X2X2 X3X3

X3X3

X4X4

X4X4

X5X5

X5X5 X6X6 X7X7

X8X8

X8X8

X9X9

X9X9

X10X10

X10X10

X11X11

X11X11

X12X12

X12X12X4.5X4.5 X6.6X6.6 X7.2X7.2 X9.5X9.5 X9.8X9.8

X2.4X2.4 X3.2X3.2 X3.4X3.4 X3.5X3.5 X3.8X3.8 X4.3X4.3 X4.8X4.8 X6.2X6.2 X6.3X6.3 X6.5X6.5 X6.9X6.9 X7.3X7.3 X7.6X7.6 X7.7X7.7 X8.3X8.3 X8.4X8.4 X8.6X8.6 X8.8X8.8 X9.2X9.2 X9.4X9.4 X9.6X9.6

XC.6XC.6

XB.4XB.4

XAXA

2 5 6

C

A.9A.9

A

D

E

F

B.8

1.8

E.7

3.7 4.1

4.1

B.6

4.5

1'-8" 3'-10"

1' -7

/2

'-5

'-1

'-7

5'-0 3/4"

5' -0

9' -5

/8

'-0

/4

'-7

/8

10'-9 3/8"

'-7

/2

2'-3"

5'-11 5/8"

38'-5 5/8"

1" BEJ

1" BEJ

B

25'-7 1/8" 30'-0" 29'-6" 2'-3"

29'-1" 26'-3" 27'-11" 2'-11"

8' -7

6' -5

7'

-0

'-6

1' -7

/2

175'-8"

'- 9

'-6

/8

5'

-9

/8

30'-8" 30'-0" 29'-6"

92'-5" 23'-9 1/2"±

5'-2 1/2" 7 3/8"

5/

8"

'-8

1/

8"

'-8

18'-0"

1'-3 5/8"

SW

-7

SW

-8

17'-10 1/4" 11'-7 3/4"

0 10'

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

20' 40' 60'

NPROJECT

NORTH

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

DE

PA

RT

ME

NT

O

F

TH

E

NA

VY

FR

EN

CH

C

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EK

A

MB

UL

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C

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/ A

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ER

AT

IO

N

V

IR

GI

NI

A

AV

EN

UE

JA

CK

SO

NV

ILL

E, N C

NO

RF

OL

K, V

IR

GI

NI

A

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

C

OM

MA

ND

, A

TL

AN

TI

C

NA

VA

L F

AC

ILI

TI

ES

E

NG

IN

EE

RI

NG

C

OM

NE

C

OR

PS

B

AS

E

CA

MP

LE

JE

UN

E

FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

1430035

DRAWFORM REVISION: 10 MARCH 2009

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING FOR OFFICIAL USE ONLY

4750 New Broad Street Orlando, Florida 32814 www.rlfae.com

LICENSE #AA C000564 #EB 0000629

TBD

JGG / RSF

EJA

Approved by JOANNE KRAUSE, Director of Medical Facilities

Program Office, via Email

01/08/21

NBJ

D:

\02

-R ev it L oc al Fil es \40

-B

LD

G-

5-

S_ tde lac ru z@ lyn ch my kin s.c om .co m.

rvt

1/7 /20

5:

:49

P M

1/16" = 1'-0"

ST

RU

CT

UR

AL

D

IM

EN

SI

ON

P

LA

N

S-100

JDT WRB DWM

12760512

01/08/21

SCALE: 1/16" = 1'-0" A1STRUCTURAL DIMENSION PLAN

REFER TO SHEET AE101

FOR DIMENSIONS OF

EXISTING STRUCTURE

Structural Engineers 5032 Rouse Dr., Ste 200 Virginia Beach, VA 23462

757.671.8626 - lynchmykins.com LM Project # V16.025

MO

D #3

- A

TF

P

CH

AN

GE

S 8-

-2

XFXF

XCXC

XDXD

XKXK

XM.05XM.05

XHXH

C

D

E

F

1 1.8

HSS4X4X5/1

HSS4X4X1/4

HSS4X4X1/2

HSS4X4X1/2

HSS4X4X1/4

HSS6X4X3/8

HSS4X4X5/1

HSS3-1

/2X

3-1 /2X

3/8

HSS6X4X3/8

CF6CF6CF6

CF6 CF6 CF6

CF6CF6CF6

2.2 3.7

CF4.5

WF3 (TYP UON)

S1

(TYP UON)

4.1

4.1

1" BEJ

A1 S-301

1'-

4"

A1 S-301

1" BEJ

WF2

WF2

W F2

S6

A1 S-301

A2 S-301

-2" -2"

KC

J

A1 S-301

SIM TO

KC

J

S-103 B4

A2 S-301

HSS6X4X3/8

B

S3

S3

N5

W F2

W F2

WF2

1'-7 5/8" 1'

-7

/2

1' -7

/2

CF3.5CF3

CF7

CF7

CF3

HSS4X4X1/4

HSS4X4X5/1

HSS4X4X3/8

HSS4X4X3/8

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X3/8

HSS4X4X3/8

HSS4X4X1/4

HSS4X4X3/8

HSS4X4X1/4

HSS4X4X3/8 HSS4X4X3/8

CF3 CF7 CF7

HSS4X4X1/4

CF7

CF7

BRACED FRAME

BR

AC

ED

F

R

AM

E

CF7

CF3

FOUNDATION PLAN NOTES

1. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS

TO NONBEARING WALLS, WALL CONTROL JOINTS AND

OPENINGS.

2. UNLESS OTHERWISE NOTED, ALL ELEVATIONS ARE BASED

ON A FINISHED FIRST FLOOR REFERENCE OF 0'-0". ACTUAL

FINISHED FLOOR ELEVATION IS 29.18'. REFER TO

ARCHITECTURAL DRAWINGS FOR FINISHED FLOOR

MATERIAL.

3. TOP OF ALL EXTERIOR FOOTINGS MUST BE AT ELEVATION

-1'-4" AND INTERIOR FOOTINGS MUST BE AT -2'-0" UNLESS

OTHERWISE NOTED.

4. UTILITY LOCATIONS ARE NOT SHOWN ON PLAN. THE

CONTRACTOR MUST COORDINATE THE LOCATIONS, SIZES,

AND INVERTS OF UTILITIES. AT LOCATIONS WHERE

UTILITIES PASS BELOW THE TOP OF FOOTING ELEVATION,

STEP THE TOP OF FOOTING DOWN ON EACH SIDE PER THE

"STEPPED FOOTING DETAIL" AND SLEEVE THE UTILITY

THROUGH THE FOUNDATION WALL. THE CONTRACTOR

MAY, AT HIS OPTION, SLEEVE THE UTILITY THROUGH THE

FOUNDATION PER THE "UTILITY SLEEVE DETAIL." ALL

PENETRATIONS IN MASONRY WALLS GREATER THAN 1'-4"

REQUIRE A BOND BEAM LINTEL.

5. UNLESS OTHERWISE INDICATED, EXTEND WALL FOOTINGS

A MINIMUM OF 6 INCHES BEYOND ENDS OF WALLS.

FOUNDATION PLAN KEY NOTES

N1 REMOVE AND REPLACE EXISTING SLAB-ON-GRADE AT

RECESSED MAT.

N2 REMOVE EXISTING WALL 8" BELOW FINISH FLOOR

ELEVATION. COORDINATE EXTENT OF WALL REMOVAL

WITH THE ARCHITECTURAL DRAWINGS.

N3 REFER TO SUMP PIT DETAIL ON SHEET S501.

N4 REFER TO TYPICAL EXTERIOR EQUIPMENT PAD DETAIL ON

SHEET S-501.

N5 REFER TO "SETTLEMENT PLATE DETAIL" ON SHEET S-501.

N6 BEAR NEW COLUMN ON EXISTING 7'-0" SQUARE FOOTING.

SLAB-ON-GRADE PLAN NOTES

1. SLAB-ON-GRADE JOINTS MUST BE SAWED JOINTS OR

KEYED CONSTRUCTION JOINTS UNLESS SPECIFICALLY

DENOTED TO BE KEYED CONSTRUCTION JOINTS.

CONTRACTOR SHALL COORDINATE ALL SLAB JOINTS WITH

JOINTS IN BONDED FLOOR FINISHES. REFER TO

ARCHITECTURAL DRAWINGS FOR FLOOR FINISH JOINT

LOCATIONS.

2. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LIMITS

OF SLAB DEPRESSIONS.

3. REFER TO CIVIL DRAWINGS FOR EXTERIOR CONCRETE

SLABS AND PAVING.

SLAB-ON-GRADE KEY NOTES

S1 4" CONCRETE SLAB-ON-GRADE OVER VAPOR RETARDER

AND 4 DEPTH OF POROUS FILL UNLESS OTHERWISE

INDICATED. REINFORCE SLAB WITH 6x6 W2.9xW2.9 WELDED

WIRE REINFORCING PLACED 1" CLEAR BELOW TOP OF

SLAB. MAINTAIN REINFORCEMENT IN POSITION ON

BOLSTERS, CHAIRS OR SPACERS DURING CONCRETE

PLACEMENT.

S2 6" CONCRETE SLAB-ON-GRADE OVER VAPOR RETARDER

AND 4 DEPTH OF POROUS FILL. REINFORCE SLAB WITH 6x6 W2.9xW2.9 WELDED WIRE REINFORCING PLACED 1" CLEAR

BELOW TOP OF SLAB. MAINTAIN REINFORCEMENT IN

POSITION ON BOLSTERS, CHAIRS OR SPACERS DURING

CONCRETE PLACEMENT.

S3 EXISTING 4" CONCRETE SLAB-ON-GRADE.

S4 EXISTING 8" CONCRETE SLAB-ON-GRADE.

S5 EXISTING 2 1/2" CONCRETE SLAB ON 9/16" STEEL DECK

OVER STEEL JOISTS SPANNING OVER EXISTING CRAWL

SPACE.

S6 1 - #4 x 3’-0” IN MIDDLE OF SLAB AT REENTRANT CORNERS

WHERE A SLAB CONTROL JOINT DOES NOT OCCUR.

S7 SAW CUT SLAB OPENINGS IN SLAB-ON-GRADE. REFER TO

PME DRAWINGS.

S8 REFER TO THE ARCHITECTURAL DRAWINGS FOR LOCATION

OF FLOOR TRENCH.

SCALE: 1/8" = 1'-0" S-201 A2FOUNDATION PLAN - SECTOR 1

COLUMN FOOTING SCHEDULE

MARK

SIZE REINFORCING

REMARKSLENGTH WIDTH DEPTH BOTTOM TOP

CF3 3' - 0" 3' - 0" 1'-0" 3 - #5 EW - -

CF3.5 3' - 6" 3' - 6" 1'-0" 3 - #5 EW - -

CF4.5 4' - 6" 4' - 6" 1'-0" 4 - #5 EW - -

CF5 5' - 0" 5' - 0" 1'-3" 6 - #5 EW 6 - #5 EW -

CF6 6' - 0" 6' - 0" 1'-6" 8 - #5 EW 8 - #5 EW -

CF7 7' - 0" 7' - 0" 1'-6" 8 - #5 EW 8 - #5 EW -

WALL FOOTING SCHEDULE

MARK

SIZE REINFORCING

REMARKSWIDTH DEPTH CONTINUOUS TRANSVERSE

WF2 2' - 0" 1'-0" 3 -#4 BOT #3 AT 48" OC BOT -

WF2.5 2' - 6" 1'-0" 3-#4 BOT #3 AT 48" OC BOT -

WF3 3' - 0" 1'-0" 4-#5 BOT #3 AT 48" OC BOT -

WF4 4' - 0" 1'-3" 5-#5 BOT #4 AT 24" OC BOT -

0 5'

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

10' 20' 30'

NPROJECT

NORTH

KEYPLAN

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

DE

PA

RT

ME

NT

O

F

TH

E

NA

VY

FR

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C

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EK

A

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UL

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NO

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IR

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NA

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L

FA

CI

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E

NG

IN

EE

RI

NG

C

OM

MA

ND

, A

TL

AN

TI

C

NA

VA

L F

AC

ILI

TI

ES

E

NG

IN

EE

RI

NG

C

OM

NE

C

OR

PS

B

AS

E

CA

MP

LE

JE

UN

E

FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

1430035

DRAWFORM REVISION: 10 MARCH 2009

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING FOR OFFICIAL USE ONLY

4750 New Broad Street Orlando, Florida 32814 www.rlfae.com

LICENSE #AA C000564 #EB 0000629

TBD

JGG / RSF

EJA

Approved by JOANNE KRAUSE, Director of Medical Facilities

Program Office, via Email

01/08/21

NBJ

D:

\02

-R ev it L oc al Fil es \40

-B

LD

G-

5-

S_ tde lac ru z@ lyn ch my kin s.c om .co m.

rvt

1/7 /20

5:

:53

P M

1/8" = 1'-0"

FO

UN

DA

TI

ON

P

LA

N

- S

EC

TO

R

S-101

JDT WRB DWM

12760513

11/18/20

Structural Engineers 5032 Rouse Dr., Ste 200 Virginia Beach, VA 23462

757.671.8626 - lynchmykins.com LM Project # V16.025

MO

D #3

- A

TF

P

CH

AN

GE

S 8-

-2

XMXM

XLXL

XJXJ

XRXR

X1X1 X2X2 X3X3 X4X4 X5X5

X5X5

X6X6

X6X6

X7X7

X7X7X4.5X4.5

X6.6X6.6

X6.6X6.6

X7.2X7.2

X7.2X7.2

XKXK

XM.05XM.05

4 5 6 7

A.9

A

B.8

HSS3-1

/2X

3-1 /2X

1/4

HSS3-1

/2X

3-1 /2X

1/4

HSS3-1

/2X

3-1 /2X

5/1

HSS4X4X1/4

HSS6X6X1/4

CF5 CF5

CF5

CF5

CF5

43'-0 1/8" 45'-7 7/8"

3" 31'-4" 26'-3" 27'-11" 2'-11"

9' -5

/8

'-0

/4

'-7

/8

10'-9 3/8" 15 '-7

/2

'-7

/4

( -5'-4" )

38'-5 5/8"

1" BEJ

1'-

4"

< -1'-4" > ( -5

'-4

B.6

TS

/S

TR

S1

A3 S-301

B1 S-301

A3 S-301

6'-

0"

N1

7'- 4"

9'-

4"

( -5 '-4

( -7'-4" )

( -7'-4" )

( -7'-4" )

( -9'-4" )

( -5'-1" )

( -1'-1" )

SFSF

7'-

4"

5'-

4"

< -9 '-4

< -3'-4" > < -1'-4" >

SF

SF

( -3'-4" )

N2N2

S3

A1 S-301

SF SF

S3

WF3

SF

N3

WF3

WF2.5

SF SF

( -1'-4" )

( -5'-4" ) ( -5'-4" )

4.5

13'-1 3/4"

7' -0

'-1

1/ 4"

'-2

S6

A2 S-301

KC

J

A4 S-301

WF3

WF3

S6

S6

A2 S-301

SIM TO

A2 S-301

SF

1" BEJ

-5

'-4

< -5

'-4" >WF3

WF3

B1 S-301

SIM TO

B

WF4

WF4

( -7'-4" )

( -9'-4" )

9'-

4"

7'-

4"

5'-

4"

SF SF

SF

SF

SF

S3

S2

KC

J

N4

( -1'-1" ) ( -1'-1" ) ( -1'-1" )

+0"

-4 3/4"

-4'-0" -4'-0"

TOC = -1'-4"

S6

( -5'-4" )

B1 S-301

B1 S-301

W F2

W F2

2'-3 3/16" 20'-10 7/8"

5' -4

/4

HSS4X4X3/8

HSS4X4X3/8( -1

'-4

( -1'-4" )

HSS4X4X1/4 CF7

SIM TO

SCALE: 1/8" = 1'-0" S-201 A1FOUNDATION PLAN - SECTOR 2

(REFER TO SHEET S-101 FOR FOUNDATION AND SLAB-ON-GRADE NOTES)

KEYPLAN

0 5'

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

10' 20' 30'

NPROJECT

NORTH

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

DE

PA

RT

ME

NT

O

F

TH

E

NA

VY

FR

EN

CH

C

RE

EK

A

MB

UL

AT

OR

Y

CA

RE

C

LIN

IC

AD

DI

TI

ON

/ A

LT

ER

AT

IO

N

V

IR

GI

NI

A

AV

EN

UE

JA

CK

SO

NV

ILL

E, N C

NO

RF

OL

K, V

IR

GI

NI

A

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

C

OM

MA

ND

, A

TL

AN

TI

C

NA

VA

L F

AC

ILI

TI

ES

E

NG

IN

EE

RI

NG

C

OM

NE

C

OR

PS

B

AS

E

CA

MP

LE

JE

UN

E

FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

1430035

DRAWFORM REVISION: 10 MARCH 2009

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING FOR OFFICIAL USE ONLY

4750 New Broad Street Orlando, Florida 32814 www.rlfae.com

LICENSE #AA C000564 #EB 0000629

TBD

JGG / RSF

EJA

Approved by JOANNE KRAUSE, Director of Medical Facilities

Program Office, via Email

01/08/21

NBJ

D:

\02

-R ev it L oc al Fil es \40

-B

LD

G-

5-

S_ tde lac ru z@ lyn ch my kin s.c om .co m.

rvt

1/7 /20

5:

:54

P M

1/8" = 1'-0"

FO

UN

DA

TI

ON

P

LA

N

- S

EC

TO

R

S-102

JDT WRB DWM

12760514

11/18/20

Structural Engineers 5032 Rouse Dr., Ste 200 Virginia Beach, VA 23462

757.671.8626 - lynchmykins.com LM Project # V16.025

S5

S7

TYP

MO

D #3

- A

TF

P

CH

AN

GE

S 8-

-2

XFXF XFXF

XEXE

X2X2

X2X2 X3X3

X3X3

X4X4

X4X4 X5X5 X6X6 X7X7

X2.4X2.4 X3.2X3.2 X3.4X3.4 X3.5X3.5 X3.8X3.8 X4.3X4.3 X4.8X4.8 X6.2X6.2 X6.3X6.3 X6.5X6.5 X6.9X6.9 X7.3X7.3

XC.6XC.6

XB.4XB.4

XBXB

XAXA

XCXC

XC.1XC.1

XDXD

XF.9XF.9

XHXH

D

E

F

CF4.5

4.1

2'-3"

1'-

4"

N2

1" BEJ

S3

4.5

KC

J

S-103 B4 B2

S-301

A2 S-301

HSS6X4X3/8

-5/8"

S7

TYP

S8

S3

HSS4X4X3/8

HSS4X4X3/8

( -1'-4" )

2' -1

/1

6"

2'-3 3/16" 20'-10 7/8"

N6

EX 7' SQ

FTG

HSS4X4X1/4

X1X1

X1X1

XBXB

F

4.1

COLUMN -

REF PLAN

8" CMU

8 7/8"

DBL 600S162-54

FACE OF HSS

8" CFMF

VENEER

1" BEJ

1' -5

/8

" 9"

1/ 4"

SCALE: 1/8" = 1'-0" A1FOUNDATION PLAN - SECTOR 3

(REFER TO SHEET S-101 FOR FOUNDATION AND SLAB-ON-GRADE NOTES)

KEYPLAN

0 5'

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

10' 20' 30'

NPROJECT

NORTH

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

DE

PA

RT

ME

NT

O

F

TH

E

NA

VY

FR

EN

CH

C

RE

EK

A

MB

UL

AT

OR

Y

CA

RE

C

LIN

IC

AD

DI

TI

ON

/ A

LT

ER

AT

IO

N

V

IR

GI

NI

A

AV

EN

UE

JA

CK

SO

NV

ILL

E, N C

NO

RF

OL

K, V

IR

GI

NI

A

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

C

OM

MA

ND

, A

TL

AN

TI

C

NA

VA

L F

AC

ILI

TI

ES

E

NG

IN

EE

RI

NG

C

OM

NE

C

OR

PS

B

AS

E

CA

MP

LE

JE

UN

E

FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

1430035

DRAWFORM REVISION: 10 MARCH 2009

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING FOR OFFICIAL USE ONLY

4750 New Broad Street Orlando, Florida 32814 www.rlfae.com

LICENSE #AA C000564 #EB 0000629

TBD

JGG / RSF

EJA

Approved by JOANNE KRAUSE, Director of Medical Facilities

Program Office, via Email

01/08/21

NBJ

D:

\02

-R ev it L oc al Fil es \40

-B

LD

G-

5-

S_ tde lac ru z@ lyn ch my kin s.c om .co m.

rvt

1/7 /20

5:

:55

P M

As indicated

FO

UN

DA

TI

ON

P

LA

N

- S

EC

TO

R

S-103

JDT WRB DWM

12760515

11/18/20

Structural Engineers 5032 Rouse Dr., Ste 200 Virginia Beach, VA 23462

757.671.8626 - lynchmykins.com LM Project # V16.025

SCALE: 3/4" = 1'-0" S-101 B4PLAN DETAIL

CF3 1

MO

D #3

- A

TF

P

CH

AN

GE

S 8-

-2

XPXP XPXP

XNXN XNXN

XMXM XMXM

XL.6XL.6

XLXL XLXL

XK.4XK.4

XJXJ XJXJ

XFXF XFXF

XH.5XH.5

XGXG

XEXE XEXE

XRXR

X7X7 X8X8 X9X9 X10X10 X11X11 X12X12X7.2X7.2 X9.5X9.5 X9.8X9.8

X6.9X6.9

X6.9X6.9

X7.3X7.3 X7.7X7.7

XC.6XC.6

XB.4XB.4

-5

'-4

< -5 '-4" >

S5

( -5 '-4" )

<-5/8">

SCALE: 1/8" = 1'-0" A1EXISTING FOUNDATION / FIRST FLOOR FRAMING PLAN - SECTOR 4

(REFER TO SHEET S-101 FOR FOUNDATION AND SLAB-ON-GRADE NOTES)

KEYPLAN

0 5'

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

10' 20' 30'

NPROJECT

NORTH

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

DE

PA

RT

ME

NT

O

F

TH

E

NA

VY

FR

EN

CH

C

RE

EK

A

MB

UL

AT

OR

Y

CA

RE

C

LIN

IC

AD

DI

TI

ON

/ A

LT

ER

AT

IO

N

V

IR

GI

NI

A

AV

EN

UE

JA

CK

SO

NV

ILL

E, N C

NO

RF

OL

K, V

IR

GI

NI

A

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

C

OM

MA

ND

, A

TL

AN

TI

C

NA

VA

L F

AC

ILI

TI

ES

E

NG

IN

EE

RI

NG

C

OM

NE

C

OR

PS

B

AS

E

CA

MP

LE

JE

UN

E

FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

1430035

DRAWFORM REVISION: 10 MARCH 2009

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING FOR OFFICIAL USE ONLY

4750 New Broad Street Orlando, Florida 32814 www.rlfae.com

LICENSE #AA C000564 #EB 0000629

TBD

JGG / RSF

EJA

Approved by JOANNE KRAUSE, Director of Medical Facilities

Program Office, via Email

01/08/21

NBJ

D:

\02

-R ev it L oc al Fil es \40

-B

LD

G-

5-

S_ tde lac ru z@ lyn ch my kin s.c om .co m.

rvt

1/7 /20

5:

:56

P M

1/8" = 1'-0"

EX

IS

TI

NG

F

OU

ND

AT

IO

N

/ F

IR

ST

F

LO

OR

F

RA

MI

NG

P

LA

N

- S

EC

TO

R

S-104

JDT WRB DWM

12760516

11/18/20

Structural Engineers 5032 Rouse Dr., Ste 200 Virginia Beach, VA 23462

757.671.8626 - lynchmykins.com LM Project # V16.025

MO

D #3

- A

TF

P

CH

AN

GE

S 8-

-2

XFXF

X1X1

XCXC

XDXD

XKXK

XM.05XM.05

XHXH

C

D

E

F

1 1.8

W

X1

W 8X

W

X1

W

8X

W16X26 W27X94W16X31

W16X26 W16X31 W27X84

W16X26 W18X35 W27X84

K4

K4

K4

K4

K4

K3

K3

K4

K4

K4

K3

W

X1

W

X1

W

X2

W

X4

K4

K4

K4

K4

K4

K4

K4

K4

K4

K4

K4

K4

K4

K4

K4

K4

K3

K3

K3

K3

K3

K3

K3

K3

K3

K3

K3

K3

K3

K3

K3

K4

K3

W

X2

H

SS

6X 4X

3/

2.2 3.7 4.1

4.1

BOD = +18'-4"

BOD = +16'-11"

BOD = +18'-4"

BOD = +16'-11"

BOD = +18'-4"

SL

SL

SL

SL

R1

1" BEJ

1" BEJ

B.6

A1 S-302

A2 S-302

B1 S-302

A4 S-302

R1

R1

HSS10X6X1/4

R8

A1 S-302

K4

K4

B

R12

HSS14x6x3/8

BOS = +15'-4"

HSS14x6x3/8

BOS = +15'-4"

HSS8x6x3/8 (LSH)

BOS = +8'-0"

B3 S-302

B2 S-302

LOW

A3 S-302

LOW

EF1.1

EF1.2

EF2.1

R12

1" BEJ

CU3CU2CU1

K4

K4

K4

K4

K4

K4

K4

K4

K4

K4

K4

K4

K4

K4

K4

K4

W14X22 W14X22 W12X14

W

X1

W

X1

W

X2

W

X1

K4

K4

K4

K4

K4

W14X22 W14X22 W12X14 W8X10

S-303

BRACED FRAME

BRACED FRAME

BR

AC

ED

F

R

AM

E

K4

K4

K4

K4

K4

K4

K4

K4

K4

K4

W8X10

ROOF FRAMING PLAN NOTES

1. REFER TO OVERALL GRID AND DIMENSION PLAN AND

ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT

SHOWN.

2. BOTTOM OF DECK ELEVATIONS ARE SHOWN ON PLAN.

INTERMEDIATE ELEVATIONS MUST BE STRAIGHT LINES

BETWEEN GIVEN ELEVATIONS. INTERPOLATE AS REQUIRED

FOR INTERMEDIATE BEARING ELEVATIONS, UNLESS

OTHERWISE NOTED.

3. ROOF FRAMING MUST BE EQUALLY SPACED NOT TO

EXCEED 5'-0" OC TO SUPPORT STEEL ROOF DECK.

4. COORDINATE AND VERIFY ALL MEMBER LOCATIONS,

DIMENSIONS, WEIGHTS, OPENING SIZES, AND CURB

DIMENSIONS FOR ALL MECHANICAL EQUIPMENT WITH THE

ACTUAL EQUIPMENT FURNISHED. INCLUDE THIS

INFORMATION ON THE JOIST AND STRUCTURAL STEEL

SHOP DRAWINGS.

5. PROVIDE BOTTOM CHORD EXTENSIONS AT ALL JOISTS ON

COLUMN CENTERLINES.

6 FOR BRACED FRAME DETAILS, REFER TO SHEET S-201.

ROOF FRAMING PLAN KEY NOTES

R1 HANG HSS FROM BEAM ABOVE.

R2 TYPE 3NA ACOUSTICAL STEEL DECK.

R3 REFER TO TYPICAL EXISTING WINDOW OPENING REPAIR

DETAIL.

R4 BUILD CMU 1" CLEAR AROUND STEEL BEAM.

R5 FRAME NEW HSS TO EXISTING COLUMN.

R6 BEAR HSS ON CMU WALL.

R7 TYPE R1 JOIST EXTENSION.

R8 NEW OPENING IN EXISTING STUD WALL.

R10 REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS OF

ROOF HATCH.

R11 MITRE AND BUTT WELD AT CORNER..

R12 TYPE 1.5B STEEL DECK.

R13 EXISTING 3NA ACOUSTICAL STEEL DECK.

R14 HANG FROM EXISTING BEAM ABOVE.

R15 COPE BEAM & EXTEND TOP FLANGE & WEB TO MATCH END

OF ADJACENT JOIST TOP CHORD.

R16 EXTEND COLUMN TO 1" CLEAR BELOW DECK. WELD TO

L4x4x3/8 EACH SIDE OF COLUMN. WELD ANGLES TO

EXISTING JOISTS EACH END.

R17 X-RAY EQUIPMENT SUPPORT FRAMING AT 2'-2" ON CENTER

MAXIMUM.

SCALE: 1/8" = 1'-0" S-201 A1ROOF FRAMING PLAN - SECTOR 1

0 5'

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

10' 20' 30'

NPROJECT

NORTH

KEYPLAN

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

DE

PA

RT

ME

NT

O

F

TH

E

NA

VY

FR

EN

CH

C

RE

EK

A

MB

UL

AT

OR

Y

CA

RE

C

LIN

IC

AD

DI

TI

ON

/ A

LT

ER

AT

IO

N

V

IR

GI

NI

A

AV

EN

UE

JA

CK

SO

NV

ILL

E, N C

NO

RF

OL

K, V

IR

GI

NI

A

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

C

OM

MA

ND

, A

TL

AN

TI

C

NA

VA

L F

AC

ILI

TI

ES

E

NG

IN

EE

RI

NG

C

OM

NE

C

OR

PS

B

AS

E

CA

MP

LE

JE

UN

E

FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

1430035

DRAWFORM REVISION: 10 MARCH 2009

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING FOR OFFICIAL USE ONLY

4750 New Broad Street Orlando, Florida 32814 www.rlfae.com

LICENSE #AA C000564 #EB 0000629

TBD

JGG / RSF

EJA

Approved by JOANNE KRAUSE, Director of Medical Facilities

Program Office, via Email

01/08/21

NBJ

D:

\02

-R ev it L oc al Fil es \40

-B

LD

G-

5-

S_ tde lac ru z@ lyn ch my kin s.c om .co m.

rvt

1/7 /20

5:

:58

P M

1/8" = 1'-0"

RO

OF

F

RA

MI

NG

P

LA

N

- S

EC

TO

R

S-105

JDT WRB DWM

12760517

11/18/20

Structural Engineers 5032 Rouse Dr., Ste 200 Virginia Beach, VA 23462

757.671.8626 - lynchmykins.com LM Project # V16.025

MO

D #3

- A

TF

P

CH

AN

GE

S 8-

-2

XMXM

XLXL

XJXJ

XRXR

X1X1

X1X1

X2X2

X2X2 X3X3

X3X3

X4X4

X4X4

X5X5

X5X5

X6X6

X6X6

X7X7

X7X7X4.5X4.5 X6.6X6.6 X7.2X7.2

XKXK

XM.05XM.05

XM.1XM.1

4 5 6

C

A.9

A

D

B.8

K1

K1

K1

K1

K4

K4

K4

K4

K1

K1

K1

K1

K1

K9

K9

K9

K9

K9

K9

K9

K9

W

X1

W

X1

W

X1

W

X1

W

X2

W

X2

K4

K4

K4

W

X2

W

X2

K1

K1

W

X6

K4

W21X44 W16X26 W18X35

W

X2

W24X55

4.1

1" BEJ

BOD = +18'-4"

BOD = +16'-10 3/4"

BOD = +17'-2"

SL

SL SL

1" BEJ

1" B

EJ

EXIST

CONSTRUCTION

B.6

B4 S-302

A4 S-302

R1

R1

HSS14X6X3/8HSS10X6X1/4 HSS10X6X1/4 HSS14X6X3/8

W

X2

R8

R8

R7

BOS=+15'-4"

BOS=+15'-4"

R6

R4

H

SS

X6

X5 /8

H

SS

X6

X1 /4

R6

BOS=+15'-4"

BOS=+15'-4"

R1

TYP

R1

R1

BOD = +18'-4"

R1

K4

W

X1

A1 S-302

4.5

R10

C4 S-302

C2 S-302

C1 S-302

B

HSS14x6x3/8

BOS = +15'-4"

(L

SV

W10x12

R11

EF2.1

EF1.3

GIV2

GIV1 B1

S-302

SIM TO

R12

R12

1" BEJ

CU5CU4

R15

R17

R16

TOS = +10'-3"

W10X22

TYP

B5 S-106

W8X10

S-303

K4

BOLTED

CONNECTIONS

AS REQUIRED

FOR LOADS AND

CONFIGURATION

OF CONNECTED

MEMBERS

BEAM - REF PLAN

EXISTING JOIST

X-RAY UNIT RAIL

BY OTHERS

REF PLAN

PROVIDE BACK TO

BACK SOLID METAL

FRAMING CHANNEL

BETWEEN BEAM

BOTTOM FLANGES

WHEN END OF

FRAMING CHANNEL

BELOW DOES NOT

ALIGN WITH BEAM

TOS - REF PLAN

1 5/8"x3 1/4"x 12 GAUGE

BACK TO BACK METAL

FRAMING CHANNEL

1 5/8"x3 1/4"x 12 GAUGE

BACK TO BACK METAL

FRAMING CHANNEL

1 5/8"x1 5/8"x 12 GAUGE

FRAMING CHANNEL

C5 S-106

BEAM - REF PLAN

BOLTED

CONNECTIONS AS

REQUIRED FOR

LOADS AND

CONFIGURATION

OF CONNECTED

MEMBERS

DESIGN SHOWN IS BASED UPON A UNISTRUT SYSTEM. CONTRACTOR TO

SUPPLY A UNISTRUT SYSTEM OR EQUAL. CONTRACTOR SHALL

COORDINATE DIMENSIONS, LOADS AND DEFLECTION LIMITATIONS WITH

SELECTED EQUIPMENT. CONTRACTOR SHALL DESIGN AND DETAIL METAL

FRAMING CHANNEL SYSTEM WITH REQUIREMENT OF 900 POUNDS

VERTICAL POINT LOAD AND 50 PSF MINIMUM UNIFORM DISTRIBUTION

LOAD AND THOSE OF SELECTED EQUIPMENT. MAXIMUM ALLOWED

DEFLECTION TO BE PER THE MANUFACTURER'S REQUIREMENTS.

1 5/8"x1 5/8"x 12 GAUGE

BACK TO BACK SOLID

METAL FRAMING

CHANNEL

X-RAY UNIT RAILS

BY X-RAY

MANUFACTURER

1 5/8"x1 5/8"x 12 GAUGE

FRAMING CHANNEL

1 5/8"x3 1/4"x 12 GAUGE

BACK TO BACK METAL

FRAMING CHANNEL

EXISTING JOIST

SCALE: 1/8" = 1'-0" S-201 A1ROOF FRAMING PLAN - SECTOR 2

(REFER TO SHEET S-105 FOR ROOF FRAMING NOTES)

KEYPLAN

0 5'

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

10' 20' 30'

NPROJECT

NORTH

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

DE

PA

RT

ME

NT

O

F

TH

E

NA

VY

FR

EN

CH

C

RE

EK

A

MB

UL

AT

OR

Y

CA

RE

C

LIN

IC

AD

DI

TI

ON

/ A

LT

ER

AT

IO

N

V

IR

GI

NI

A

AV

EN

UE

JA

CK

SO

NV

ILL

E, N C

NO

RF

OL

K, V

IR

GI

NI

A

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

C

OM

MA

ND

, A

TL

AN

TI

C

NA

VA

L F

AC

ILI

TI

ES

E

NG

IN

EE

RI

NG

C

OM

NE

C

OR

PS

B

AS

E

CA

MP

LE

JE

UN

E

FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

1430035

DRAWFORM REVISION: 10 MARCH 2009

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING FOR OFFICIAL USE ONLY

4750 New Broad Street Orlando, Florida 32814 www.rlfae.com

LICENSE #AA C000564 #EB 0000629

TBD

JGG / RSF

EJA

Approved by JOANNE KRAUSE, Director of Medical Facilities

Program Office, via Email

01/08/21

NBJ

D:

\02

-R ev it L oc al Fil es \40

-B

LD

G-

5-

S_ tde lac ru z@ lyn ch my kin s.c om .co m.

rvt

1/7 /20

5:

:59

P M

As indicated

RO

OF

F

RA

MI

NG

P

LA

N

- S

EC

TO

R

S-106

JDT WRB DWM

12760518

11/18/20

Structural Engineers 5032 Rouse Dr., Ste 200 Virginia Beach, VA 23462

757.671.8626 - lynchmykins.com LM Project # V16.025

3/4" = 1'-0"S-106

SECTIONB5

3/4" = 1'-0"S-106

SECTIONC5

MO

D #3

- A

TF

P

CH

AN

GE

S 8-

-2

XFXF XFXF

XEXE

X2X2

X2X2 X3X3

X3X3

X4X4

X4X4

X5X5

X5X5

X6X6

X6X6 X7X7

X2.4X2.4 X3.2X3.2 X3.4X3.4 X3.5X3.5 X3.8X3.8 X4.3X4.3 X4.8X4.8 X6.2X6.2 X6.3X6.3 X6.5X6.5 X6.9X6.9 X7.3X7.3

XC.6XC.6

XB.4XB.4

XBXBXBXB

XAXA

XCXC

XCXC XC.1XC.1

XDXD

XF.9XF.9

XHXH

D

E

F

W 8X

W

X1

W

8X 15W

X2

W

X4

H

SS

6X 4X

3/

4.1

4.1

R1

1" BEJ

EXIST

CONSTRUCTION

C12X20.7

R2

W

X2

W10X22

SL SL

R5

B1 S-302

R1

R1

BOD EL=+12'-1"

BOD EL=+8'-3 11/16"

SL

SL

SL

SL

SL

SL

SL SL

4.5

4.5

B1 S-303

B2 S-303

HSS14x6x3/8

BOS = +15'-4"

HSS8x6x3/8 (LSH)

BOS = +8'-0"

B3 S-302

B2 S-302

LOW

EF2.2

R14

1" BEJ

EF2.3

R13

B3 S-303

R17

W10X26

W10X22

W

X1

W

X1

EQ

U

AL

R16

(TYP)

TOS = +10'-3"TYP

B5 S-106

S-303

W8X10

SCALE: 1/8" = 1'-0" S-201 A1ROOF FRAMING PLAN - SECTOR 3

(REFER TO SHEET S-105 FOR ROOF FRAMING NOTES)

KEYPLAN

0 5'

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

10' 20' 30'

NPROJECT

NORTH

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

DE

PA

RT

ME

NT

O

F

TH

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NA

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FR

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UL

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IN

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MA

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TL

AN

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AC

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IN

EE

RI

NG

C

OM

NE

C

OR

PS

B

AS

E

CA

MP

LE

JE

UN

E

FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

1430035

DRAWFORM REVISION: 10 MARCH 2009

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING FOR OFFICIAL USE ONLY

4750 New Broad Street Orlando, Florida 32814 www.rlfae.com

LICENSE #AA C000564 #EB 0000629

TBD

JGG / RSF

EJA

Approved by JOANNE KRAUSE, Director of Medical Facilities

Program Office, via Email

01/08/21

NBJ

D:

\02

-R ev it L oc al Fil es \40

-B

LD

G-

5-

S_ tde lac ru z@ lyn ch my kin s.c om .co m.

rvt

1/7 /20

5:

:00

P M

1/8" = 1'-0"

RO

OF

F

RA

MI

NG

P

LA

N

- S

EC

TO

R

S-107

JDT WRB DWM

12760519

11/18/20

Structural Engineers 5032 Rouse Dr., Ste 200 Virginia Beach, VA 23462

757.671.8626 - lynchmykins.com LM Project # V16.025

MO

D #3

- A

TF

P

CH

AN

GE

S 8-

-2

XPXP XPXP

XNXN XNXN

XMXM XMXM

XL.6XL.6

XLXL XLXL

XK.4XK.4

XJXJ XJXJ

XFXF XFXF

XH.5XH.5

XGXG

XEXE XEXE

XC.3XC.3

X7X7

X8X8

X8X8

X9X9

X9X9

X10X10

X10X10

X11X11

X11X11

X12X12

X12X12X7.2X7.2

X9.5X9.5

X9.5X9.5 X9.8X9.8

X7.3X7.3 X7.6X7.6 X7.7X7.7 X8.3X8.3 X8.4X8.4 X8.6X8.6 X8.8X8.8 X9.2X9.2 X9.4X9.4 X9.6X9.6

XC.6XC.6

XB.4XB.4

EXIST

CONSTRUCTION

SL SL SL

SLSLSL SL

R13

SCALE: 1/8" = 1'-0" S-201 A1EXISTING ROOF FRAMING PLAN - SECTOR 4

(REFER TO SHEET S-105 FOR ROOF FRAMING NOTES)

KEYPLAN

0 5'

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

10' 20' 30'

NPROJECT

NORTH

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

DE

PA

RT

ME

NT

O

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TH

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FR

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NO

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FA

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IN

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RI

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C

OM

MA

ND

, A

TL

AN

TI

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NA

VA

L F

AC

ILI

TI

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E

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IN

EE

RI

NG

C

OM

NE

C

OR

PS

B

AS

E

CA

MP

LE

JE

UN

E

FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

1430035

DRAWFORM REVISION: 10 MARCH 2009

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING FOR OFFICIAL USE ONLY

4750 New Broad Street Orlando, Florida 32814 www.rlfae.com

LICENSE #AA C000564 #EB 0000629

TBD

JGG / RSF

EJA

Approved by JOANNE KRAUSE, Director of Medical Facilities

Program Office, via Email

01/08/21

NBJ

D:

\02

-R ev it L oc al Fil es \40

-B

LD

G-

5-

S_ tde lac ru z@ lyn ch my kin s.c om .co m.

rvt

1/7 /20

5:

:01

P M

1/8" = 1'-0"

EX

IS

TI

NG

R

OO

F

FR

AM

IN

G

PL

AN

- S

EC

TO

R

S-108

JDT WRB DWM

12760520

11/18/20

Structural Engineers 5032 Rouse Dr., Ste 200 Virginia Beach, VA 23462

757.671.8626 - lynchmykins.com LM Project # V16.025

MO

D #3

- A

TF

P

CH

AN

GE

S 8-

-2

First Floor 0'-0"

BOD - New 18'-4"

FIRST FLR

3.73.8

HSS8X4X3/8

S-201 C2

S-201 C1

3.7

REF PLAN

GRID B

19.3 KIPS

CD

CD

FIRST FLR

HS

S6

X4 X3

/8 HSS6X4X3/8

11'-1 1/4" 11'-1 1/4"

S-201 C3

REF PLAN

S-201 C1 S-201

C1

OPH

20.9 KIPS20

.9 K

IP

S

GRID I

3 3.73

FIRST FLR

3.7 3.8

HSS8X

4X

3/8

REF PLAN

S-201 C1

OPH

S-201 C2

OPH

.3

KIPS

GRID F

TOP OF FND

EL - REF PLAN

COL - REF PLAN

CL OF COL

1" NON-SHRINK

GROUT

HSS - REF

BRACED FRAME

EL - SLOT

END TO

RECEIVE

GUSSET PLATE

3/4"Ø ERECTION

BOLT

WP

COL BASE

PLATE

ANCHOR

RODS

GUSSET PL -

SLOT THRU COL

MIN6"

HSS - REF

BRACED FRAME

EL - SLOT

END TO

RECEIVE

GUSSET PLATE

GUSSET PL

COL - REF PLAN

BM - REF PLAN

DBL ANGLE

CONNECTION

WP

2"MIN

CL OF COL

CAP PL

MIN

6"

6"

BM - REF PLAN

2"MIN

MIN

WP

(TYP)

13" MIN 13" MIN

REF BF

STIFF PL1/4

EA SIDE OF

BM WEB

EL

HSS - REF BRACED

FRAME EL - SLOT

END TO RECEIVE

GUSSET PLATE

GUSSET PL

REF BF EL

3/4"Ø

ERECTIO

N

BOLT

3.73.8

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

15'10'5'1'0

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

DE

PA

RT

ME

NT

O

F

TH

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IN

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RI

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OM

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, A

TL

AN

TI

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NA

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AC

ILI

TI

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E

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IN

EE

RI

NG

C

OM

NE

C

OR

PS

B

AS

E

CA

MP

LE

JE

UN

E

FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

1430035

DRAWFORM REVISION: 10 MARCH 2009

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING FOR OFFICIAL USE ONLY

4750 New Broad Street Orlando, Florida 32814 www.rlfae.com

LICENSE #AA C000564 #EB 0000629

TBD

JGG / RSF

EJA

Approved by JOANNE KRAUSE, Director of Medical Facilities

Program Office, via Email

01/08/21

NBJ

D:

\02

-R ev it L oc al Fil es \40

-B

LD

G-

5-

S_ tde lac ru z@ lyn ch my kin s.c om .co m.

rvt

1/7 /20

5:

:04

P M

As indicated

BR

AC

ED

F

RA

ME

S

S-201

JDT WRB DWM

12760802

11/18/20

SCALE: 1/4" = 1'-0" A1BRACED FRAME ELEVATION

SCALE: 1/4" = 1'-0" A2BRACED FRAME ELEVATION

SCALE: 1/4" = 1'-0" A4BRACED FRAME ELEVATION

SCALE: 3/4" = 1'-0" S-201 C1DETAIL

SCALE: 3/4" = 1'-0" S-201 C3DETAIL

SCALE: 3/4" = 1'-0" S-201 C2DETAIL

BRACED FRAME NOTES

1 FRAMED BEAM CONNECTIONS AT BRACED

FRAMES SHALL BE CAPABLE OF RESISTING A

TOTAL VERTICAL REACTION EQUAL TO ONE

HALF (1/2) OF THE MAXIMUM TOTAL UNIFORM

LOAD FOR LATERALLY SUPPORTED BEAMS

GIVEN IN TABLE 3-6 OF THE “STEEL

CONSTRUCTION MANUAL,”] [THE REACTION

INDICATED, PLUS THE VERTICAL AND

HORIZONTAL COMPONENTS OF THE

DIAGONAL BRACE FORCES SHOWN ON THE

BRACED FRAME ELEVATIONS.

2 THE DIAGONAL FORCE SHOWN IN KIPS ON

THE BRACED FRAME ELEVATIONS DENOTES

TENSION FORCE AND COMPRESSION FORCE

IN THE MEMBER UNLESS OTHERWISE NOTED.

BRACE CONNECTIONS SHALL BE DESIGNED

TO RESIST BOTH TENSION AND

COMPRESSION FORCES.

3 ALL DIAGONAL HSS MEMBERS SHALL BE

LONG SIDE VERTICAL UNLESS OTHERWISE

NOTED.

4 SUBMIT CALCULATIONS PREPARED AND

SEALED BY A PROFESSIONAL ENGINEER FOR

THE DESIGN OF ALL BRACED FRAME

CONNECTIONS

MO

D #3

- A

TF

P

CH

AN

GE

S 8-

-2

VENEER - REF

ARCH DWGS

REF CIVIL DWGS

FTG EL -

REF PLAN

CFMF

SLAB - REF PLAN

EQ EQ

FTG - REF PLAN

3" CLR (TYP)

6" CMU

GRID

1/2" EXP JOINT

MATERIAL

REF PLAN

8" CMU

X3X3

FOR DETAILS

NOT NOTED REF

SECTION A1/S-301

REF CIVIL DWGS

POROUS FILL

REF PME DWGS

8" CONC WALL

REINF W/ #4 AT

16" OC EW MOW

EL - REF

PLAN

FOOTING -

REF PLAN

EL - REF PLAN

3'-6"8" CMU REINF

W/ #4 AT 24" OC

8"

#4 AT 16" OC

X1X14.1

EXISTING

VENEER

1/2" EXP JOINT

MATERIAL

SLAB - REF

PLAN

EXISTING

METAL STUD

EXISTING CMU

WALL

EXISTING

FOOTING

EXISTING

SLAB

REF CIVIL

DWGS

8" CONC WALL

REINF W/ #4 AT

12" OC EW MOW

FOOTING -

REF PLAN

FENCE POST -

REF ARCH

DWGS

VENEER - REF

ARCH DWGS

REF CIVIL

DWGS

POROUS FILL

REF PME DWGS

EL - REF PLAN

XBXB F

REF ARCH DWGS

VENEER - REF

ARCH DWGS

REF CIVIL DWGS

SLAB - REF PLAN

BOS EL = +1'-4"

SCALE: 3/4" = 1'-0" S-101 A1SECTION

SCALE: 3/4" = 1'-0" S-101 A3SECTION

SCALE: 3/4" = 1'-0" S-101 B1SECTION

4"

3/4" = 1'-0" GRAPHIC SCALE

0 1' 2' 3' 5'4'

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

DE

PA

RT

ME

NT

O

F

TH

E

NA

VY

FR

EN

CH

C

RE

EK

A

MB

UL

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ES

E

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IN

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RI

NG

C

OM

MA

ND

, A

TL

AN

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C

NA

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L F

AC

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TI

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IN

EE

RI

NG

C

OM

NE

C

OR

PS

B

AS

E

CA

MP

LE

JE

UN

E

FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

1430035

DRAWFORM REVISION: 10 MARCH 2009

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING FOR OFFICIAL USE ONLY

4750 New Broad Street Orlando, Florida 32814 www.rlfae.com

LICENSE #AA C000564 #EB 0000629

TBD

JGG / RSF

EJA

Approved by JOANNE KRAUSE, Director of Medical Facilities

Program Office, via Email

01/08/21

NBJ

D:

\02

-R ev it L oc al Fil es \40

-B

LD

G-

5-

S_ tde lac ru z@ lyn ch my kin s.c om .co m.

rvt

1/7 /20

5:

:07

P M

3/4" = 1'-0"

SE

CT

IO

NS

S-301

JDT WRB DWM

12760521

11/18/20

Structural Engineers 5032 Rouse Dr., Ste 200 Virginia Beach, VA 23462

757.671.8626 - lynchmykins.com LM Project # V16.025

SCALE: 3/4" = 1'-0" S-101 A2SECTION

SCALE: 3/4" = 1'-0" S-102 A4SECTION

SCALE: 3/4" = 1'-0" S-103 B2SECTION

S-101, S-102 S-101, S-102

MO

D #3

- A

TF

P

CH

AN

GE

S 8-

-2

STEEL DECK

CONT L3x3x1/4

BOD EL -

REF PLAN

BRIDGING

JOIST - REF PLAN

TOW EL -

REF ARCH

DWGS

VENEER -

REF ARCH

DWGS

CFMF

GRID

REF ARCH DWGS

3/16

REF PLAN

FOR DETAILS

NOT NOTED REF

SECTION A1/S-302

STEEL DECK

CONT BENT PL1/4

JOIST -

REF PLAN

1/4" STIFF

PLATE

BOD EL

VARIES -

REF PLAN

BEAM -

REF PLAN

44.1

REF PLAN1" BEJ

FOR DETAILS

NOT NOTED REF

SECTION A1/S-302

STEEL DECK

SL

BRIDGING

JOIST -

REF PLAN

HSS - REF

PLAN

CONT PL 3/8

VERT DEFLECTION

CLIP W/500#

LATERAL CAPACITY

PL 1/4

CONT BENT PL 1/4

L2x2x1/4

AT 5'-0" OC

362S162-54

AT 16" OC

EXISTING

STRUCTURE

BOS EL -

REF PLAN

4 4.1

ACCOUSTAL

STEEL DECK

BOS EL -

VARIES

1" BEJ

BOS EL -

REF PLAN

600S200-68

AT 16" OC

HSS - REF

PLAN

REF PLAN

BENT PL1/4

4 4.1

STEEL DECK

CONT BENT

PL 1/4 (TYP)

BEAM - REF PLAN

REF PLAN

1'-3 3/8"

1" BEJ

10 3/4"

L2x2x1/4 AT 4'-0" OC

BRIDGING

A

REF PLAN

STEEL DECK

CONT L3x3x1/4

BOD EL -

REF PLAN

BRIDGING

JOIST - REF PLAN

VENEER -

REF ARCH

DWGS

CMU

12" CMU BOND BM

REINF W/ 2-#5 CONT

(TYP)

REF ARCH DWGS

EL =+16'-0"

X3X3

REF PLAN

XM.05XM.05 B.8

362S162-54

AT 16" OC

BOD EL -

REF PLAN

COLUMN - REF PLAN

BEAM -

REF PLAN

EXISTING

STRUCTURE

PL5/16

TYP

1'-0"

PL 1/2

REF TYP DETAIL

TYP

3/16

TYP 3

SIDES

PL1/4

L2x2x1/4

BOT OF HSS EL -

REF PLAN

XM.05XM.05 B.8

B.8

VERT DEFLECTION

CLIP W/ 500#

LATERAL

CAPACITY

362S162-54

AT 16" OC

VENEER - REF

ARCH DWGS

JOIST - REF PLAN

BEAM - REF PLANCONT PL 3/8

1/2"

EXISTING

STRUCTURE

XCXC

REF HUNG HSS

SUPPORT DETAIL

ON SHEET S-504

BOS EL - REF PLAN

CONT PL 3/8

L4x4x3/8 (TYP)

METAL STUDS

(TYP)

CONT TRACK (TYP)

BOS EL -

REF PLAN

BEAM - REF PLAN

HSS - REF PLAN CONT PL 3/8

LOOSE LINTEL -

REF SCHEDULE

(TYP)

REF ARCH DWGS

CFMF

SCALE: 3/4" = 1'-0" S-105 A1SECTION

SCALE: 3/4" = 1'-0" S-105 A2SECTION

SCALE: 3/4" = 1'-0" S-105 B1SECTION

4"

3/4" = 1'-0" GRAPHIC SCALE

0 1' 2' 3' 5'4'

1 2 3 4 5

1 2 3 4 5

D

C

B

A

D

C

B

A

SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

DE

PA

RT

ME

NT

O

F

TH

E

NA

VY

FR

EN

CH

C

RE

EK

A

MB

UL

AT

OR

Y

CA

RE

C

LIN

IC

AD

DI

TI

ON

/ A

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ER

AT

IO

N

V

IR

GI

NI

A

AV

EN

UE

JA

CK

SO

NV

ILL

E, N C

NO

RF

OL

K, V

IR

GI

NI

A

NA

VA

L

FA

CI

LI

TI

ES

E

NG

IN

EE

RI

NG

C

OM

MA

ND

, A

TL

AN

TI

C

NA

VA

L F

AC

ILI

TI

ES

E

NG

IN

EE

RI

NG

C

OM

NE

C

OR

PS

B

AS

E

CA

MP

LE

JE

UN

E

FP ENGINEER

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

1430035

DRAWFORM REVISION: 10 MARCH 2009

NOTE:

IF THIS DRAWING IS LESS THAN 34" X 22"

IT IS A REDUCED SIZE DRAWING FOR OFFICIAL USE ONLY

4750 New Broad Street Orlando, Florida 32814 www.rlfae.com

LICENSE #AA C000564 #EB 0000629

TBD

JGG / RSF

EJA

Approved by JOANNE KRAUSE, Director of Medical Facilities

Program Office, via Email

01/08/21

NBJ

D:

\02

-R ev it L oc al Fil es \40

-B

LD

G-

5-

S_ tde lac ru z@ lyn ch my kin s.c om .co m.

rvt

1/7 /20

5:

:12

P M

3/4" = 1'-0"

SE

CT

IO

NS

S-302

JDT WRB DWM

12760522

11/18/20

Structural Engineers 5032 Rouse Dr., Ste 200 Virginia Beach, VA 23462

757.671.8626 - lynchmykins.com LM Project # V16.025

SCALE: 3/4" = 1'-0" S-105 B2SECTION

SCALE: 3/4" = 1'-0" S-105 A4SECTION

SCALE: 3/4" = 1'-0" S-106 C1SECTION

SCALE: 3/4" = 1'-0" S-106 C2SECTION

SCALE: 3/4" = 1'-0" S-106 C4SECTION

SCALE: 3/4" = 1'-0" S-106 B4SECTION

FOR DETAILS

NOT NOTED REF

SECTION A2/S-302

SCALE: 3/4" = 1'-0" S-105 B3SECTION

SCALE: 3/4" = 1'-0" S-105 A3SECTION

MO

D #3

- A

TF

P

CH

AN

GE

S 8-

-2

X2.4X2.4

PUDDLE WELD BOTH

NEW AND EXISTING

TO BEAM FLANGE AT

12" OC

EXISTING ROOF

EXISTING STEEL

DECK

BEAM - REF PLAN

REF ARCH DWGS

STEEL DECK

XBXB

EXISTING STEEL

DECK

EXISTING BEAM

REF ARCH DWGS

HSS - REF PLAN

BOS EL - REF PLAN

CURTAINWALL -

REF ARCH DWGS

XFXF

EXISTING

STRUCTURE

ACOUSTICAL

STEEL DECK

REF ARCH DWGS

BOD EL -

REF PLAN

L3x3x5/16

EACH FACE

HSS - REF PLAN

TAPERED PL

CHANNEL - REF PLAN

(EXISTING AT SIM)

1/2" CLR

XBXB F

XBXB F

EXISTING STEEL

DECK

EXISTING BEAM

REF ARCH DWGS

BOS EL - REF PLAN

CURTAINWALL -

REF…