ATT 7 - DRAWINGS.pdf

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TAYLOR DR

LAKE TAYLOR HIGH

SCHOOL

PROJECT ADDRESS:

1384 KEMPSVILLE RD,

NORFOLK, VA 23502

VICINITY MAP

58 58

PROJECT AREA

HAMPTON ROADS BELTWAY

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CONTRACT GENERAL NOTES

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND POSTING ALL APPLICABLE PERMITS.

COORDINATE WITH THE OWNER REGARDING CONTRACTOR PARKING; AND FOR LOCATION OF ANY CONSTRUCTION OFFICE OR STORAGE TRAILER. SHALL NOT BLOCK ANY PARKING AREAS OR DRIVEWAYS, OR INTERFERE

WITH THE TRAFFIC FLOW AROUND THE BUILDING.

CONTRACTOR SHALL NOT INTERRUPT ANY UTILITIES OR SERVICE PROVIDED TO THE SURROUNDING FACILITIES WITHOUT PRIOR PERMISSION.

CONTRACTOR MUST PROVIDE SAFETY TAPE AND BARRIERS AROUND AREAS OF WORK. EQUIPMENT AND MATERIALS MUST BE SECURED FROM THEFT AND VANDALISM.

CONTRACTOR SHALL CONTROL WORKERS ON SITE AT ALL TIMES. WORKERS SHALL BE RESTRICTED TO THE WORKING AREAS ONLY.

CONTRACTOR SHALL NOT ALLOW TRASH TO ACCUMULATE OVER 1 DAY. ALL CONSTRUCTION DEBRIS AND TRASH MUST BE DISPOSED OF IN CONTRACTOR'S DISPOSAL BIN. CONTRACTOR SHALL NOT USE BUILDING

DUMPSTER FOR DISPOSAL OF DEBRIS/TRASH.

AT PROJECT COMPLETION, CONTRACTOR SHALL RESTORE ALL WORK AREAS TO PRE-CONTRACT CONDITIONS. CONTRACTOR SHALL FILL HOLES, GRADE, PROVIDE TOPSOIL, AND PLANT GRASS AS NECESSARY FOR

RESTORATION OF ANY DAMAGED SURFACES.

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VFOHTLAE

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SS I ONAL ENG

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Designed By:

1277 PERIMETER PARKWAY

VIRGINIA BEACH, VIRGINIA

23454

(757) 499-7223

Drawn By:

Checked By:

Scale:

Date:

PROJECT NUMBER:

AS NOTED

7814 CAROUSEL LANE

SUITE 200

RICHMOND, VIRGINIA

23294

(804) 270-7222

GINTARAS GELZINIS

Lic. No. 046495

1/5/24

#23194

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#23194

T001

1-5-2024

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LAKE TAYLOR HIGH SCHOOL

HVAC REPLACEMENT PHASE 2

PACE COLLABORATIVE

MECHANICAL / ELECTRICAL ENGINEERS

NORFOLK, VIRGINIA

IFB 24014HM

71 E603 PANELBOARD SCHEDULES

70 E602 PANELBOARD SCHEDULES

69 E601 RISER DIAGRAM

68 E502 DETAILS

67 E501 DETAILS

66 E205 ROOF - POWER AREA C

65 E204 ROOF - POWER AREA A

64 E203 FIRST FLOOR - AREA C - POWER AND SPECIAL SYSTEMS

63 E202 FIRST FLOOR - AREA B- POWER AND SPECIAL SYSTEMS

62 E201 FIRST FLOOR - AREA A - POWER AND SPECIAL SYSTEMS

61 E103 FIRST FLOOR -AREA C-LIGHTING

60 E102 FIRST FLOOR -AREA B-LIGHTING

59 E101 FIRST FLOOR -AREA A-LIGHTING

58 ED104 ROOF - DEMOLITION AREA C

57 ED103 FIRST FLOOR-AREA C-DEMOLITION

56 ED102 FIRST FLOOR-AREA B-DEMOLITION

55 ED101 FIRST FLOOR-AREA A-DEMOLITION

54 E001 LEGEND

53 M707 SINGLE ZONE VAV AHU CONTROLS

52 M706 PACKAGED RTUS CONTROLS

51 M705 TERMINAL UNIT CONTROLS

50 M704 MULTIZONE VAV RTUS CONTROLS

49 M703 MULTIZONE VAV RTUS WITH EXHAUST FANS CONTROLS

48 M702 HEATING HOT WATER SYSTEM CONTROLS

47 M701 GENERAL CONTROL NOTES

46 M602 SCHEDULES

45 M601 SCHEDULES

44 M504 FLOW DIAGRAM

43 M503 DETAILS

42 M502 DETAILS

41 M501 DETAILS

40 M402 ENLARGED PLANS

39 M401 ENLARGED PLANS

38 M203 FIRST FLOOR - AREA C - PIPING

37 M202 FIRST FLOOR - AREA B - PIPING

36 M201 FIRST FLOOR - AREA A - PIPING

35 M106 ROOF - AREA C

34 M105 ROOF - AREA B

33 M104 ROOF - AREA A

32 M103 FIRST FLOOR - AREA C - DUCTWORK

31 M102 FIRST FLOOR - AREA B - DUCTWORK

30 M101 FIRST FLOOR - AREA A - DUCTWORK

29 MD203 FIRST FLOOR - AREA C - DEMOLITION - PIPING

28 MD202 FIRST FLOOR - AREA B - DEMOLITION - PIPING

27 MD201 FIRST FLOOR - AREA A - DEMOLITION - PIPING

26 MD104 ROOF - AREA C - DEMOLITION

25 MD103 FIRST FLOOR - AREA C - DEMOLITION

24 MD102 FIRST FLOOR - AREA A - DEMOLITION

23 MD101 FIRST FLOOR - AREA A - DEMOLITION

22 M001 LEGEND, SCHEDULES, AND ABBREVIATIONS

21 A501 DETAILS

20 A202 NEW WORK ROOF PLAN - AREA C

19 A201 NEW WORK ROOF PLAN - AREA A

18 A103 FIRST FLOOR REFLECTED CEILNG PLAN - NEW WORK AREA C

17 A102 FIRST FLOOR REFLECTED CEILNG PLAN - NEW WORK AREA B

16 A101 FIRST FLOOR REFLECTED CEILNG PLAN - NEW WORK AREA A

15 AD202 DEMOLITION ROOF PLAN - AREA C

14 AD201 DEMOLITION ROOF PLAN - AREA A

13 AD103 FIRST FLOOR REFLECTED CEILNG PLAN - DEMOLITION AREA C

12 AD102 FIRST FLOOR REFLECTED CEILNG PLAN - DEMOLITION AREA B

11 AD101 FIRST FLOOR REFLECTED CEILNG PLAN - DEMOLITION AREA A

10 A001 LEGEND, NOTES AND ABBREVIATIONS

9 S501 TYPICAL DETAILS

8 S103 HIGH ROOF FRAMING PLANS – AREAS ‘B’ AND ‘C’

7 S102 PARTIAL ROOF FRAMING PLAN – AREA ‘C’

6 S101 PARTIAL ROOF FRAMING PLAN - AREA ‘A’

5 S001 STRUCTURAL NOTES AND ABBREVIATIONS

4 HM103 FIRST FLOOR AREA C HAZARDOUS MATERIALS

3 HM102 FIRST FLOOR AREA B HAZARDOUS MATERIALS

2 HM101 FIRST FLOOR AREA A HAZARDOUS MATERIALS

1 T001 TITLE SHEET

NUMBER SHEET # SHEET NAME

DRAWING INDEX

R e v is io n s

N o

D a te

D e s c ri p ti o n

WITH

PLUS/MINUS

DIAMETER

CENTERLINE

ON CENTER

ANCHOR BOLT

ARCHITECT or ARCHITECTURAL

BOTTOM

BAR DIAMETER

BUILDING

BEAM

BRACING

BRIDGING

CENTER OF GRAVITY

CAST IN PLACE

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONTINUOUS

COORDINATE

DETAIL

DIAMETER

DRAWING

EACH FACE

EACH WAY

EACH

ELEVATION

ELECTRICAL

ELEVATOR or ELEVATION

EXISTING

EXPANSION

FACE OF

FIRST RISER

FINISH or FINISHED

FLOOR

FOOTING

HOLLOW CORE

HOOK

HORIZONTAL

JOIST BEARING ELEVATION

JOINT

KIPS

KIPS PER SQUARE FOOT

KIPS PER SQUARE INCH

LONG

LONG LEG HORIZONTAL

LONG LEG OUTSTANDING

MIDDLE OF SLAB

MIDDLE OF WALL

MANUFACTURER or

MATERIAL

MECHANICAL

METAL

PRECAST

PRE-STRESSED

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PLUMBING

RADIUS

REINFORCED or REINFORCING

REQUIRED

SLAB-ON-GRADE

STEPPED FOOTING

SECTION

SHEET

STANDARD

STIRRUP

STEEL

STRUCTURAL

TOP

TOP OF STEEL

TEMPERATURE

TYPICAL

UNLESS OTHERWISE NOTED

VERTICAL

WORKING POINT

WELDED WIRE FABRIC

CMU

ELEV.

J.B.E.

K.S.F.

K.S.I.

MANUF.

PSF

PSI

REINF.

U.O.N.

VERT.

W.P.

W.W.F.

S.O.G.

S.F.

SECT.

SHT.

STD.

STIR.

STL.

STRUCT.

T.

T.O.S.

TEMP.

TYP.

M.O.S.

M.O.W.

MATL.

MECH.

MTL.

P.C.

P.S.

PLUMB.

R.

REQD.

FLR.

FTG.

H.C.

HK.

HORIZ.

JT.

K

LG.

LLH

LLO

DET.

DIA.

DWG.

E.F.

E.W.

EA.

EL.

ELEC.

EXIST.

EXP.

F.O.

F.R.

FIN.

B.

B.D.

BLDG.

BM.

BRCG.

BRDG.

C.G.

C.I.P.

CLR.

COL.

CONC.

CONT.

COORD.

w/ Ø

CL

o/c

A.B.

ARCH.

MANUFACTURER'S

ACI

ASTM

AMERICAN CONCRETE INSTITUTE

AMERICAN SOCIETY FOR

TESTING AND MATERIALS

CANT. CANTILEVER

Pc PIECE

SCHED. SCHEDULE

GALV.

GD.

GALVANIZED

GRADE

DWL. DOWEL

ENG. ENGINEER

STRUCTURAL ABBREVIATION LIST:

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

BTWN. BETWEEN

SIM. SIMILAR

SL SLOPE

MAX.

MIN.

MAXIMUM

MINIMUM

N.T.S.

OSB

NOT TO SCALE

ORIENTED STRAND BOARD

D.

DBL.

DIAG.

DEEP or DEPTH

DOUBLE

DIAGONAL

EMB. EMBED or EMBEDMENT

W. WIDE or WIDTH

STIFF. STIFFENER

REF. REFERENCE

PROJ. PROJECTION

EQ. EQUAL

SPA. SPACE

B.E.J. BUILDING EXPANSION JOINT

G.C. GENERAL CONTRACTOR

F.L. FULL LENGTH

ga GAGE

ADJ. ADJACENT

BRG. BEARING

REVISIONREV.

C.J.P. COMPLETE JOINT PENETRATION

LSH

LSV

LONG SIDE HORIZONTAL

LONG SIDE VERTICAL

EQUIV. EQUIVALENT

LONG LEG VERTICALLLV

SHORT LEG OUTSTANDINGSLO

POWDER ACTUATED FASTENERPAF

STEEL JOIST INSTITUTES.J.I.

PRE-ENGINEERED BUILDINGP.E.B.

S.D.I. STEEL DECK INSTITUTE

E.O. EDGE OF

CONN. CONNECT or CONNECTION

P.T. PRESSURE TREATED

MASONRYMAS.

STRUCTURAL STEEL

ARCHITECTURALLY EXPOSEDAESS

SEISMIC EXPANSION JOINTS.E.J.

A.R. ANCHOR ROD

DECK ASSEMBLY

SLOPED INTEGRAL ROOFS.I.R.D.A.

POST-TENSIONEDP/T

POUNDS PER LINEAR FOOTPLF

OPP. OPPOSITE

SQUARESQ.

GENERAL NOTES:

THE STRUCTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE

ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS

AND THE SPECIFICATIONS. THE CONTRACTOR MUST VERIFY THE REQUIREMENTS

OF OTHER TRADES FOR ITEMS TO BE PLACED OR SET IN THE STRUCTURAL

WORK.

THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS

OF THE INTERNATIONAL BUILDING CODE, 2018 EDITION, AS ADOPTED BY THE

VIRGINIA UNIFORM STATEWIDE BUILDING CODE.

THE WORK UNDER THE FOLLOWING SPECIFICATION SECTIONS IS SUBJECT TO

SPECIAL INSPECTIONS AND TESTS AS DESCRIBED IN SECTION 1704 OF THE

INTERNATIONAL BUILDING CODE, 2018 EDITION:

032000 - CONCRETE REINFORCING

051200 - STRUCTURAL STEEL FRAMING

053100 - STEEL DECK

THE CONTRACTOR MUST BE RESPONSIBLE FOR TEMPORARY SHORING AND

BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER

ALIGNMENT UNTIL PERMANENT SUPPORTS AND LATERAL BRACING ARE IN PLACE.

BEFORE PROCEEDING WITH WORK WITHIN OR NEAR THE EXISTING STRUCTURE,

THE CONTRACTOR MUST BECOME FAMILIAR WITH THE EXISTING STRUCTURAL

CONDITIONS. THE SHORING AND BRACING SHOWN IS A PARTIAL AND SCHEMATIC

REPRESENTATION OF THAT REQUIRED. THE CONTRACTOR MUST BE

RESPONSIBLE FOR THE DESIGN AND ERECTION OF ALL SAFEGUARDS

NECESSARY TO PROTECT THE EXISTING STRUCTURE FROM DAMAGE.

THE CONTRACTOR MUST 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. THE

CONTRACTOR MUST MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION

AND ERECTION OF STRUCTURAL MEMBERS.

THE PROJECT SPECIFICATIONS ARE NOT SUPERSEDED BY THE STRUCTURAL

NOTES BUT ARE INTENDED TO BE COMPLEMENTARY TO THEM. REFER TO THE

SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS IN EACH SECTION.

SPECIFIC NOTES AND DETAILS ON THE DRAWINGS MUST TAKE PRECEDENCE

OVER STRUCTURAL NOTES AND TYPICAL DETAILS.

CONSULTANTS' DRAWINGS, INCLUDING STRUCTURAL DRAWINGS, ARE

CONSIDERED SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. ANY

OMISSIONS OR CONFLICTS, INCLUDING DIMENSIONS, BETWEEN VARIOUS

ELEMENTS OF THE CONSULTANTS' DRAWINGS AND/OR SPECIFICATIONS MUST BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH

THE WORK.

THE DOCUMENTS DEFINING THE STRUCTURE ARE INSTRUMENTS OF SERVICE

PREPARED BY SPEIGHT, MARSHALL AND FRANCIS, PLLC. FOR ONE USE ONLY. THE

STRUCTURAL DOCUMENTS MUST NOT BE REPRODUCED, OR COPIED IN WHOLE

OR IN PART BY THE CONTRACTOR OR SUBCONTRACTORS FOR PREPARATION OF

SHOP DRAWINGS OR OTHER SUBMITTALS WITHOUT WRITTEN PERMISSION FROM

THE ARCHITECT.

LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS:

DEAD LOADS:

LIVE LOADS:

SNOW DESIGN DATA:

WIND DESIGN DATA:

SEISMIC DESIGN DATA:

MECHANICAL UNIT WEIGHTS AND LOCATIONS ARE APPROXIMATE. CONTRACTOR

MUST VERIFY LOCATIONS AND WEIGHTS SHOWN AND REPORT DISCREPANCIES

TO THE ARCHITECT.

STRUCTURAL STEEL NOTES:

STRUCTURAL STEEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE

FOURTEENTH EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION

(AISC 360-16) "STEEL CONSTRUCTION MANUAL" -ALLOWABLE STRESS DESIGN

LOAD & RESISTANCE FACTOR DESIGN.

STRUCTURAL STEEL MUST COMPLY WITH THE FOLLOWING SPECIFICATIONS:

STRUCTURAL STEEL W SHAPES - ASTM A992, Fy=50 KSI

ALL OTHER STRUCTURAL STEEL SHAPES, PLATES AND BARS - ASTM A36,

Fy=36 KSI (UNLESS OTHERWISE NOTED)

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

CODE - STEEL". WELD ELECTRODES MUST BE E70XX. CONTINUOUS 3/16"

FILLET WELDS ARE REQUIRED UNLESS OTHERWISE NOTED.

SEE THE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL

DRAWINGS FOR ADDITIONAL STEEL (IF ANY) NOT SHOWN ON THE STRUCTURAL

DRAWINGS.

STRUCTURAL STEEL NOTED TO BE GALVANIZED MUST CONFORM TO ASTM A123

OR ASTM A153. GALVANIZE STRUCTURAL STEEL AFTER FABRICATION WHERE

PRACTICAL. REPAIR DAMAGED GALVANIZED COATING USING ASTM A780 ZINC-

RICH PAINT.

STEEL DECK NOTES:

STEEL DECK MUST CONFORM TO THE LATEST EDITION OF THE AMERICAN IRON

AND STEEL INSTITUTE (AISI), "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."

STEEL DECK UNITS MUST COMPLY WITH THE FOLLOWING:

1-1/2" ROOF DECK MUST BE 22 GAGE PAINTED GALVANIZED TYPE B RIB

DECK SPANNING PERPENDICULAR TO SUPPORTS UNLESS OTHERWISE

NOTED. ATTACH DECK TO STRUCTURAL STEEL SUPPORTS WITH 5/8"

DIAMETER PUDDLE WELDS AT EVERY RIB, INCLUDING RIBS WHERE

SIDELAPS OCCUR AT EVERY OTHER RIB AND ALL RIBS WHERE SIDELAPS

OCCUR. FASTEN ADJACENT DECK UNITS WITH #10 SELF-TAPPING HEX

HEAD SCREWS AT 1/3 POINTS BETWEEN SUPPORTS ALONG SIDELAPS AND

FASTEN EDGEMOST DECK PANEL TO STEEL FRAMING WITH 5/8" DIAMETER

PUDDLE WELDS AT SAME SPACING AS SIDELAP FASTENERS

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

CODE-SHEET STEEL". FIELD WELDS MUST BE WIRE BRUSHED AND PRIMED

PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS.

DECK OPENINGS MEASURING GREATER THAN 12" ON ANY SIDE MUST HAVE

SUPPORTS ON ALL SIDES OF OPENING. SUPPORTS MUST SPAN BETWEEN

ADJACENT BEAMS OR JOISTS ON TWO SIDES. UNLESS OTHERWISE NOTED OR

DETAILED ON THE DRAWINGS. USE 5x5x5/16" ANGLES FOR SPANS EXCEEDING 6'- 0" AND 3x3x1/4" ANGLES FOR SPANS LESS THAN 6'-0". COORDINATE OPENING

SIZES, LOCATIONS AND DETAILS WITH ARCHITECTURAL, MECHANICAL, PLUMBING

AND ELECTRICAL DRAWINGS.

PERMANENT SUSPENDED LOADS SUCH AS SUSPENDED CEILINGS, LIGHT

FIXTURES, DUCTS, OR OTHER UTILITIES MUST NOT BE SUPPORTED BY STEEL

ROOF DECK.

SPECIAL INSPECTIONS:

SPECIAL INSPECTIONS MUST BE COMPLETED FOR THE FOLLOWING ELEMENTS

ACCORDING TO IBC SECTION 1704

STRUCTURAL STEEL FABRICATION AND ERECTION MUST BE SPECIAL INSPECTED

AS FOLLOWS:

PERIODIC INSPECTION:

HIGH-STRENGTH BOLTS, NUTS AND WASHERS ACCORDING TO

AISC 360-16

SINGLE-PASS FILLET WELDS LESS THAN OR EQUAL TO 5/16"

ROOF DECK WELDS

STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH

CONSTRUCTION DOCUMENTS INCLUDING MEMBER LOCATIONS,

CONNECTION DETAILS AND ANY OTHER BRACING AND STIFFENING

DETAILS

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

A.

B.

C.

D.

E.

1.

2.

3.

4.

5.

6.

7.

8.

RISK CATEGORY III

SEISMIC IMPORTANCE FACTOR 1.25

SS 0.085g S1 0.040g

SITE CLASS D

SDS 0.090g SD1 0.063g

SEISMIC DESIGN CATEGORY A

1.

2.

3.

4.

5.

BASIC DESIGN WIND SPEED 129 MPH

ALLOWABLE STRESS DESIGN WIND SPEED 100 MPH

RISK CATEGORY III

WIND EXPOSURE C

INTERNAL PRESSURE COEFFICIENT ± 0.18

1.

1.

1. ROOF 20 PSF

ROOF 20 PSF

GROUND SNOW LOAD 10 PSF

A.

C.

D.

1.

2.

3.

4.

5.

A.

B.

1.

2.

3.

4.

5.

A.

1.

3.

A.

1.

2.

3.

4.

FOUNDATION NOTES:

033000 - CAST-IN PLACE CONCRETEB.

FOUNDATIONS HAVE BEEN DESIGNED FOR A BEARING PRESSURE OF 1,500 PSF.

FOUNDATION BEARING SOILS MUST BE EVALUATED BY A LICENSED GEOTECHNICAL

ENGINEER TO CONFIRM THE DESIGN BEARING PRESSURE AND THAT THE ASSOCIATED

SETTLEMENTS ARE WITHIN GENERALLY ACCEPTED TOLERABLE LIMITS.

PRIOR TO PLACING FOUNDATION CONCRETE, ALL FOUNDATION EXCAVATIONS

MUST BE INSPECTED BY THE GEOTECHNICAL ENGINEER TO EXPLORE THE

EXTENT OF LOOSE, SOFT OR OTHERWISE UNSATISFACTORY SOIL MATERIAL

AND TO VERIFY DESIGN BEARING PRESSURE. THE GEOTECHNICAL ENGINEER

WILL PROVIDE DIRECTION FOR CORRECTIVE ACTION WHERE REQUIRED.

NO UNBALANCED BACKFILLING MAY BE DONE AGAINST WALLS UNLESS WALLS

ARE SECURELY BRACED AGAINST OVERTURNING, EITHER BY TEMPORARY

CONSTRUCTION BRACING OR BY PERMANENT CONSTRUCTION.

1.

2.

3.

FROST LINE DEPTH IS 12" BELOW GRADE. BOTTOM OF ALL EXTERIOR FOUNDATIONS

MUST BE A MINIMUM OF 18" BELOW EXTERIOR FINISHED GRADE ELEVATION.

4.

CAST-IN-PLACE CONCRETE NOTES:

CAST-IN-PLACE CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH THE

AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE (ACI 318-14) AND COMMENTARY (ACI 318R-14)".

CONCRETE MUST BE NORMAL WEIGHT AND OBTAIN A 28 DAY COMPRESSIVE

STRENGTH OF 4,000 PSI.

REINFORCING MATERIALS MUST BE AS FOLLOWS:

REINFORCING BARS - ASTM A615, GRADE 60, DEFORMED

ALL REINFORCING STEEL AND EMBEDDED ITEMS MUST BE ACCURATELY PLACED

IN THE POSITIONS SHOWN AND ADEQUATELY TIED AND SUPPORTED BEFORE

CONCRETE IS PLACED TO PREVENT DISPLACEMENT BEYOND PERMITTED

TOLERANCES.

MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS INDICATED ON THE

DRAWINGS MUST GOVERN WHEN IN CONFLICT WITH ACI 318-14.

1.

2.

3.

4.

5.

A.

CONCRETE AND ELEMENTS EMBEDDED IN CONCRETE MUST BE SPECIAL

INSPECTED PRIOR TO AND DURING PLACEMENT OF CONCRETE. SPECIAL

INSPECTIONS MUST INCLUDE THE FOLLOWING:

PERIODIC INSPECTION:

REINFORCING STEEL SIZE AND PLACEMENT

VERIFY USE OF APPROVED MIX DESIGN

AFTER PLACEMENT TO ENSURE ADEQUATE CURING AND

WEATHER PROTECTION PROCEDURES

SURFACE PREPARATION AND DETAILS AT COLD JOINTS

INSPECTION OF CONCRETE FORMWORK

CONTINUOUS INSPECTION:

DURING PLACEMENT OF CONCRETE

2.

A.

B.

1.

2.

3.

4.

5.

1.

2. PLATFORM 40 PSF

S001

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R ev is io ns

D at e N o.

D es cr ip tio n

1277 PERIMETER PARKWAY

VIRGINIA BEACH, VIRGINIA 23454

(757) 499-7223

Date:

Scale:

Checked By:

Drawn By:

Designed By:

SHEET OF

PROJECT No:

7814 CAROUSEL LANE, SUITE 200

RICHMOND, VIRGINIA 23294

(757) 499-7223

1/5/2024

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AS NOTED

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1/5/24

(E) W14x34 (+14'-5 1/2"±)

(E ) W x2

(E ) W x2

(E ) 2

8L A0

(E) 10J3

(E ) 1

0J

(E ) 1

0J

(E) 14J5 (E ) 1

8J

(E ) 1

8J

(E ) W x3

6 ( +9

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(E ) W x3

6 ( +9

'-5 1/

2"

(E) W12x27

(+9'-5 1/4"±)

(E) 20J7

(E) 18J7

(E) 10J3

(E) L2 1/2x2 1/2x1/4

(E) C8x11.5

(E) DBL. L2 1/2x2 1/2x1/4

(E ) 2

8L A0

(E) W12x27

(E ) 1

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(E ) W

8x

(E) W8x13 (+10'-8"±)

(E) W8x13 (+10'-8"±)

(E ) W

(E) 10J2

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(E) 10J3

(E) 10J2

(E) 8J2

(E) W16x45 (+10'-8"±)

(E) W8x13

(E ) W

8x

'-8

(E ) W

8x

'-8

(E ) W

8x

'-8

(E ) W

(E ) W

8x

'-8

(E) W16x36 (+10'-8"±)

(E) W6x12

(E) C8x11.5

(E) W6x12

(E) C8x11.5

(E ) W

6x

(E ) W

6x

(E ) W x1

6.5

'-8

(E ) W x1

6.5

'-8

(E) W16x36 (+10'-8"±)

(E) W14x17.2 (+10'-8"±)

(E) W14x17.2 (+10'-8"±)

(E) W16x45 (+10'-8"±)

(E) W6x12

(E) C8x11.5

(E) W6x12

(E) C8x11.5

(E ) W

6x

(E ) W

6x

(E ) W x1

6.5

'-5

1/ 2"

(E ) W x1

6.5

'-5

1/ 2"

(E) W14x17.2 (+10'-8"±)

(E ) W

8-

(E ) W x4

5 ( +1

0'- 8"

(E

) W x4 0 (

+1 0'-

8"

(E) W12x16.5 (+10'-8"±)

(E) W12x16.5 (+10'-8"±)

(E ) W x3

6 ( +1

0'- 8"

(E) W8-1

(E) W8-1

(E) SKYLIGHT

(E) SKYLIGHT

(E ) W

(E ) W

8x

'-8

(E) 24LA07

(E) 24LA04 (E) 24LA08 (E) 24LA04 (E) 24LA08 (E) 24LA05

(+9-5 1/4"±)

(E) W12x27

(E) 8J2

(E ) W x1

9'- 6 1

/4"

(E ) W x1

9'- 6 1

/4"

(E) W8x13 (+14'-5 1/2"±)

(E) W8x10

(+14'-5 1/2"±)

(E) W8x13 (+14'-5 1/2"±)

(E ) W

8-

(E ) W

8-

(E ) W

8x

'-8

(E ) W

6x 8.5

'-8

(E ) W

6x 8.5

'-8

(+10'-5 1/2"±)

'-8

(+10'-5 1/2"±)

(E) W8x13

(+14'-5 1/2"±)

+1 4'-

5 1 /2"

+1 4'-

5 1 /2"

+1 4'-

5 1 /2"

+1 4'-

5 1 '/2

(E) W8x10 (+14'-5 1/2"±)

(E) W8x13 (+14'-5 1/2"±)

(E ) W

(E ) W

(E ) W

6x

.5

'-8

(E ) W

(E ) W

6x 8.5

'-8

(E ) W

6x 8.5

'-8

(E ) W x6

.5

'-8

(E) W8-1

(E) W8-1

(E) W8-1 (E) W6x12

(E) C8x11.5

(E) SKYLIGHT

(E) W6x12

(E) C8x11.5

(E ) W

6x

(E ) W

6x

(E ) W x1

6.5

'-5

1/ 2"

(E ) W x1

6.5

'-5

1/ 2"

MA

TC

H

LIN

E

MA

TC

H

LIN

E

B1 B2 B3 B4 B5 B6 B7 B8

B10

B12

B14

B16

B24B23B22B21B20B19B18B17

B15

B13

B11

B9

B32

B31

B30

B29

A

RTU-6

2,421#

RTU-5

10,930#

(E) W8x13 (+14'-5 1/2"±)

+14'-5 1/2"±

+14'-5 1/2"±

+1 0'-

5 1 /2"

+1 0'-

5 1 /2"

+14'-3"±

+1 4'-

5 1 /2"

+1 4'-

5 1 /2"

(E) STEEL

COL. (TYP.)

+14'-5 1/2"±

RTU-3

9,485#

OPEN

NOTE E

(TYP.)

RTU-4

10,930#

+10'-3"±

(E) W16x36 (+10'-8"±)

(E) W12x16.5 (+10'-8"±)

(E) W12x16.5 (+10'-8"±)

(E) W12x16.5 (+10'-8"±)

(E) W16x36 (+10'-8"±)

(E) W16x36 (+10'-8"±)

+14'-5 1/2"±

+14'-5 1/2"±

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

6x 8.5

'-8

(E ) W

6x 8.5

'-8

(E ) W

6x 8.5

'-8

(E ) W

6x 8.5

'-8

(E ) W

6x 8.5

'-8

(E ) W

6x 8.5

'-8

(E) W8-1

(E) W8-1

(E) W8-1

(E) W8-1

(E) W8-1

(E) W8-1

(E) W8-1

(E) W12x16.5 (+10'-8"±)

(E) W12x16.5 (+10'-8"±)

(E) W8-1

(E) W8-1

(E) W8-1

(E) W8-1

(E) W8-1

(E) W8-1

(E) W8-1

(E) W8-1

(E) W8-1

(E) W8-1 (E) W8-1

(E) W8-1

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E ) W

(E) W8

(E ) W

(E ) W

(E ) W

(E ) W

(E) W8-1

(E) W8-1

(E) W8-1

(E) W8-1

(E) W8-1

(E ) W

6x 8.5

'-8

(E ) W

6x 8.5

'-8

(E ) W

6x 8.5

'-8

(E ) W

6x 8.5

'-8

(E ) W

6x 8.5

'-8

(E ) W

6x 8.5

'-8

FRAMING PLAN NOTES :

A. SEE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN.

B. FOR THE STRUCTURAL NOTES AND ABBREVIATIONS SEE SHEET S001.

C. TOP OF EXISTING FIRST FLOOR SLAB EQUALS FINISHED FLOOR ELEVATION

AND MUST SERVE AS THE REFERENCE ELEVATION 0'-0".

D. SEE THE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATION

AND DIMENSIONS OF NEW WALL OPENINGS.

E. PROVIDE SUPPLEMENTAL FRAMING AT NEW ROOF TOP UNITS PER 'TYPICAL

ROOF TOP MECHANICAL UNIT SUPPORT DETAILS AT EXISTING ROOF' ON

SHEET S501.

F. EXISTING VERTICAL L3x3x1/4 CROSS BRACING (TYPICAL).

G. EXISTING HORIZONTAL L3x3x1/4 CROSS BRACVING (TYPICAL).

H. EXISTING CONTINOUS DOUBLE L5x5x1/4 BOTTOM CHORD STRUTS (TYPICAL).

J. SEE 'TYPICAL BEAM TO EXISTING COLUMN CONNECTION DETAIL ON SHEET

S501.

K. McNICHOLS GW-125, 1 1/4x3/16 GALVANIZED BAR GRATING. ALL CLIPS AND

HARDWARE FOR CONNECTION OF GRATING TO STRUCTURAL STEEL MUST

BE HOT DIPPED GALVANIZED OR A316 STAINLESS STEEL. INSTALL GRATING

TO COMPLY WITH RECOMMENDATIONS OF REFERENCED METAL BAR

GRATIONG STANDARDS THAT APPLY TO GRATING TYPES AND BAR SIZES

INDICATED, INCLUDING INSTALLATION CLEARANCES AND STANDARD

ANCHORING DETAILS.

L. McNICHOLS GW-200, 2x3/16 GALVANIZED BAR GRATING. ALL CLIPS AND

HARDWARE FOR CONNECTION OF GRATING TO STRUCTURAL STEEL MUST

BE HOT DIPPED GALVANIZED OR A316 STAINLESS STEEL . INSTALL GRATING

TO COMPLY WITH RECOMMENDATIONS OF REFERENCED METAL BAR

GRATING STANDARDS THAT APPLY TO GRATING TYPES AND BAR SIZES

INDICATED, INCLUDING INSTALLATION CLEARANCES AND STANDARD

ANCHORING DETAILS.

M. GENERAL CONTRACTOR TO COORDINATE EXACT POSITION OF THE STAIRS

WITH OWNER FOR SERVICEABILTIY OF THE EQUIPMENT.

WEIGHT GIVEN IN POUNDS (SEE THE

MECHANICAL UNIT - MAXIMUM OPERATING

X,XXX#

MECHANICAL DRAWINGS)

MEASURED FROM REFERENCE ELEVATION 0'-0"

EXISTING JOIST BEARING ELEVATION (J.B.E) -

FRAMING PLAN LEGEND :

+XX'-XX"± =

EXISTING DIMENSION OR ELEVATION± ==

(E)

(FIELD VERIFY)

EXISTING=

= CHANGE IN EXISTING ROOF ELEVATION

EXISTING COLUMN GRID MARK ==X

(E) W12-1 EXISTING W12x36=

(E) W16 EXISTING W16x50=

MEASURED FROM REFERENCE ELEVATION 0'-0"

EXISTING TOP OF EXISTING STEEL (E.T.O.S.) ELEVATION - (+XX'-XX"±) =

==X SPECIAL CONNECTION MARK - SEE DETAIL

ON SHEET S501

GALVANIZED W12x22 (+53'-2 1/2"±)W12 =

EXISTING MECHANICAL UNIT

(E) RTU

=X,XXX#±

GALVANIZED C12x20.7 STRINGERC12 =

L5x5x5/16 UNDER UNIT WHEN ANGLE LENGTH IS L5x5 =

GREATER THAN 6'-0"

W8x10 - SEE 'TYPICAL ROOFTOP MECHANICAL UNITW8 =

DETAILS AT EXISTING STRUCTURAL STEEL FRAMING'

ON SHEET S501

MEASURED FROM REFERENCE ELEVATION 0'-0"

TOP OF STEEL (T.O.S.) ELEVATION - (+XX'-XX"±) =

== APPROXIMATE DIMENSION OR ELEVATION±

(FIELD VERIFY)

(E) W12-2 EXISTING W12x53 (+53'-2"±)=

EXISTING COLUMN IDENTIFICATION MARK==X

(E) W8 EXISTING W8x10 (+14'-8"±)=

(E) W8-1 EXISTING W8x10 (+10'-8"±)=

R ev is io ns

D at e N o.

D es cr ip tio n

1277 PERIMETER PARKWAY

VIRGINIA BEACH, VIRGINIA 23454

(757) 499-7223

Date:

Scale:

Checked By:

Drawn By:

Designed By:

SHEET OF

PROJECT No:

7814 CAROUSEL LANE, SUITE 200

RICHMOND, VIRGINIA 23294

(757) 499-7223

1/5/2024

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DMM

DWS

AS NOTED

RPS

1/5/24

GRAPHIC SCALE:

30'5' 10'05' 20'

3/32" = 1'-0"

S101

PA

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S1

PARTIAL ROOF FRAMING PLAN - AREA 'A'

NORTH 3/32" = 1'-0"

THE INFORMATION REGARDING THE EXISTING CONSTRUCTION WAS OBTAINED FROM

THE RECORD DRAWINGS PREPARED BY FRAIOLI-BLUM-YESSELMAN AND OLIVER AND

SMITH AIA ARCHITECTS DATED JULY 14, 1965 AND BY FIELD INVESTIGATION. ALL

INFORMATION SPECIFYING EXISTING CONDITIONS MUST BE VERIFIED BY THE

GENERAL CONTRACTOR. THE AFOREMENTIONED DRAWINGS WILL BE MADE

AVAILABLE TO THE CONTRACTOR UPON REQUEST.

KEY PLAN

AREA 'A'

) 1

8J

(E ) 2

2J

(E ) 2

4J

(E ) 2

2J

(E) W14x30 (+10'-5 1/2"±)

(E ) W x4

0 ( +1

0'- 5 1

/2"

(E ) W x3

'-5

1/ 2"

(E) 14J7

(E) 10J2

(E) 10J3

(E ) W

'-4

5/ 8"

(E) W8x13

(E) W8x13

(E ) W x1

6.5

'-5

1/ 2"

(E ) W x4

5 ( +1

0'- 5 1

/2"

(E ) W x4

0 ( +1

0'- 5 1

/2"

(E ) W x3

8 ( +1

0'- 5 1

/2"

(E ) W x3

8 ( +1

0'- 5 1

/2"

(E ) W x3

8 ( +1

0'- 5 1

/2"

(E ) W

8x

'-5 1/

2"

(E) W12x16.5 (+10'-5 1/2"±)

(E) W12x16.5 (+10'-5 1/2"±)

(E) W12x16.5 (+10'-5 1/2"±)

(E) W12x16.5 (+10'-5 1/2"±)

(E) 18J7

(E) 14J7

(E) 18J7

(E ) W

8x

'-5 1/

2"

(E) 14J7

(E) 14J6

(E) 8J2

(E) 18J8

(E ) 8

J2

(E) W14x17.2 (+10'-5 1/2"±)

(E) W14x17.2

(E ) W

8x

'-4 5/

8"

(E) 14J7

(E) 12J3

G2G1

G3

G4

(E ) W

8x

'-5 1/

2"

(E ) W x1

6.5

'-5 1/

2"

(E ) W

8x

'-5 1/

2"

(E ) 2

4J

(E) W8x13 (+10'-5 1/2"±)

(E ) 8

J2

(E) W8x13 (+10'-5 1/2"±)

(E) W8x13

(E) W8x10

(+10'-5 1/2"±)

(E) 18J7

(E) W8x13 (+10'-5 1/2"±)

(E) W14x22

(E) W12x27 (+10'-5 1/2"±)

(E) 14J5

(E) 14J4

(E) 14J5

(E) 14J7

(E) 14J6 (E) 14J7

(E ) 8

J2

(E ) W

8x

'-5 1/

2"

(E ) W

8x

'-5 1/

2"

(E) 8J2

(E ) 8

J3

(E) 24J8

(+10'-5 1/2"±)

(E) W14x17.2 (+10'-5 1/2"±)

(E) W14x17.2 (+10'-5 1/2"±)

(E) W14x17.2 (+10'-5 1/2"±)

(E) W14x17.2 (+10'-5 1/2"±)

(+10'-5 1/2"±)

(+10'-5 1/2"±)

MA

TC

H

LIN

E

MA

TC

H

LIN

E

G

F33

6 F32

F31

F30

D6 D7

F21

F20

F22 F23 F24 F25 F26 F27 F28 F29

F19

F17

F15

F13

F11

F9

F8F8F6F5F4F3F2F1

F10

F12

F14

F16

F18

H1 H2

H3

H4 H5

RTU-7

1,143#

RTU-31

2,205#

RTU-8

976#

RTU-9

976#

RTU-10

976#

RTU-11

976#

RTU-12

976#

RTU-13

976# RTU-14

976#

RTU-15

1,115#

RTU-16

1,115#

RTU-17

1,132#

RTU-18

1,132#

RTU-19

1,115#

RTU-20

1,115#

RTU-26

1,132#

RTU-25

999#

RTU-23

767#

RTU-22

1,132#

RTU-24

976#

RTU-21

976#

(E) 4"± PRECAST

PRE-STRESSED

PLANK (+10'-9 1/2"±)

(E) 16"±x16"±

CONCRETE

COLUMN (TYP.)

(E) SKYLIGHT

(TYP.)

+1 4'-

5 1 /2"

+1 4'-

5 1 /2"

+14'-5 1/2"±

+14'-5 1/2"±

+10'-5 1/2"±

(E) STEEL

COL. (TYP.)

+1 0'-

5 1 /2"

+10'-5 1/2"±

+10'-5 1/2"±

OPEN

NOTE E

(TYP.)

NOTE E

(TYP.)

(E) 8J2

(E) 1"± B.E.J.

(E) 1"± B.E.J.

+14'-5 1/2"±

+14'-5 1/2"±

R ev is io ns

D at e N o.

D es cr ip tio n

1277 PERIMETER PARKWAY

VIRGINIA BEACH, VIRGINIA 23454

(757) 499-7223

Date:

Scale:

Checked By:

Drawn By:

Designed By:

SHEET OF

PROJECT No:

7814 CAROUSEL LANE, SUITE 200

RICHMOND, VIRGINIA 23294

(757) 499-7223

1/5/2024

LA

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FO

LK

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DMM

DWS

AS NOTED

RPS

1/5/24

GRAPHIC SCALE:

30'5' 10'05' 20'

3/32" = 1'-0"

S102

PA

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PARTIAL ROOF FRAMING PLAN - AREA 'C'

NORTH 3/32" = 1'-0"

FO

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IN

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SH

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T

S1

(FOR PLAN NOTES AND LEGEND SEE SHEET S101)

THE INFORMATION REGARDING THE EXISTING CONSTRUCTION WAS OBTAINED FROM

THE RECORD DRAWINGS PREPARED BY FRAIOLI-BLUM-YESSELMAN AND OLIVER AND

SMITH AIA ARCHITECTS DATED JULY 14, 1965 AND BY FIELD INVESTIGATION. ALL

INFORMATION SPECIFYING EXISTING CONDITIONS MUST BE VERIFIED BY THE

GENERAL CONTRACTOR. THE AFOREMENTIONED DRAWINGS WILL BE MADE

AVAILABLE TO THE CONTRACTOR UPON REQUEST.

KEY PLAN

AREA 'C'

) W x2

(E) W12-1

(+32'-5 1/2"±)

(E ) W

-1

(E) W10x21

(E ) W

'-5

1/ 2"

(E

) W

-1

'-5

1/ 2"

(E

) W

'-5 1/

2"

(E ) T

RU

SS

(E ) T

RU

SS

(E ) T

RU

SS

(E ) T

RU

SS

(E ) T

RU

SS

(E ) T

RU

SS

(E ) T

RU

SS

(E) W8x17

(E) W8x17

(E) W8x13

(E) W8x13

(E) W8x13

(E) W8x13

(E) W8x13

(E) W8x13

(E) W8x17

(E) W8x17

(E) W8x13

(E) W8x13

(E) W8x13

(E) W8x17 (E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x17

(E) W8x17

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x17

(E) W8x17

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x17

(E) W8x17

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10 (E) W8x10

(E) W8x10 (E) W8x10

(E) W8x10 (E) W8x10

(E) W8x10 (E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10 (E) W8x10

(E) W8x10 (E) W8x10

(E) W8x10 (E) W8x10

(E) W8x10

(E) W8x10

(E) W8x17

(E) W8x17

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x17

(E) W8x17

(E) W8x10

(E) W8x17

(E) W8x17

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x13

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x10

(E) W8x17

(E) W8x17

(E) W8x10

(E) W8x17 (E) W8x10

(E) W8x13

(E) W8x13

(E) W8x13

(E) W8x13

(E) W8x13

(E) W8x13

(E) W8x17

(E) W8x13

(E) W8x13

(E) W8x13

(E) W8x17

(E) W8x17

(E) W12-1 (+32'-5 1/2"±)

(E) W10x21

(E) W12-1 (+32'-5 1/2"±)

(E) W10x21

(E) W12-1

(+32'-5 1/2"±)

(E) W10x21

(E) W12-1 (+32'-5 1/2"±)

(E) W10x21

(E) W12-1 (+32'-5 1/2"±)

(E) W10x21

(E) W12-1

(+32'-5 1/2"±)

(E) W10x21

(E) W12-1 (+32'-5 1/2"±)

(E) W10x21

(E) W12-1

(+32'-5 1/2"±)

(E ) W

8x

(E ) W

8x

'-5 1/

2"

(E ) W x2

(E ) W

-1

'-5 1/

2"

(E ) W x2

(E ) W

-1

'-5 1/

2"

(E ) W x2

(E

) W

-1

'-5 1/

2"

(E ) W x2

(E ) W

-1

'-5 1/

2"

(E ) W x2

(E ) W

-1

'-5 1/

2"

(E ) W x2

(E ) W

-1

'-5 1/

2"

(E) W10x21

(E) W12-1

(+32'-5 1/2"±)

(E) W10x21

(E) W12-1

(+32'-5 1/2"±)

(E) W10x21

(E) W12-1

(+32'-5 1/2"±)

(E) W10x21

(E) W8x10(E) W8x10

(E) W12-1

(+32'-5 1/2"±)

(E) W10x21

(E) W12-1

(+32'-5 1/2"±)

(E) W10x21

(E) W8x17

(E ) W

8x

(E) W12-1

(+32'-5 1/2"±)

(E) W10x21

(E) W12-1

(+32'-5 1/2"±)

(E) W10x21

(E ) W x2

(E

) W x2

(E ) W

-1

'-5 1/

2"

(E ) W x2

(E ) W

-1

'-5 1/

2"

(E ) W x2

(E ) W

-1

'-5 1/

2"

(E ) W x2

(E

) W x2

F21 F22 F23 F24 F25 F26 F27 F28

F29

F19

F17

F15

F13

F11

F9

F8F7F6F5F4F3F2F1

F10

F12

F14

F16

F18

F20

RTU-27

4,907#

RTU-28

4,907#

RTU-30

4,907#

RTU-29

4,907#

NOTE F

(TYP.)

NOTE G

(TYP.)

NOTE H

(TYP.)

NOTE E

(TYP.)

W8 W

W8

W8

W

W

W8

W

EXISTING STEEL

COLUMN (TYP.)

(E ) G

AL

V.

W

(E ) G

AL

V.

W

(E ) G

AL

V.

W

(E ) G

AL

V.

W

(E) GALV.

(E) GALV.

(E) GALV. W12

(E ) G

AL

V.

W

(E ) G

AL

V.

W

(E) GALV. W12

(E) GALV.

(E ) G

AL

V.

W

(E ) G

AL

V.

W

(E ) G

AL

V.

W

(E ) G

AL

V.

W

(E) GALV.

S103

GA

LV

. W

W12

W12

W12

NOTE L

NOTE K

C12 C12

C12 C12

S103

NOTE M

NOTE M

3'- 0"

(T

YP

NOTE M

A B

(E) GALV.

W12

A

W12 A

(E) GALV.

W12

W12 A

GA

LV

. W

26'-0"± 4'-0"

'-0

'-0

(E) 16"±x16"±

CONC. COL.

(TYP.) (TYP.)

(E) GALV.

W12

E F 26'-0"±

(E ) G

AL

V.

W

W12

(E) GALV. W12

W12

(TYP.)

(E ) G

AL

V.

W

3.9

1'- 4"

'-0

'-0

C1

C1

NORTH NORTH

(E) RTU-1

24,000#

(E) RTU-1

24,000#

A S103

MECHANICAL PLATFORM FRAMING PLAN - RTU-1

3/32" = 1'-0" (FOR PLAN NOTES AND LEGEND SEE SHEET S101)

B S103

MECHANICAL PLATFORM FRAMING PLAN - RTU-2

3/32" = 1'-0" (FOR PLAN NOTES AND LEGEND SEE SHEET S101)

S103

SECTION

3/4" = 1'-0"

CURB - SEE THE MECH. DWGS.

EXISTING ROOFTOP UNIT AND

TOP OF STEEL EL. -

SEE PLAN

EXISTING GALV. BEAM -

SEE PLAN (TYP.)

GALV. STEEL GRATING -

SEE PLAN

SLAB EL. - SEE PLAN

EXISTING TOP OF

SLAB - SEE PLAN

EXISTING CONCRETE WAFFLE

EXISTING ROOFING MATERIALS -

SEE THE ARCH. DWGS.

FOR DETAILS

NOT NOTED SEE

SECTION 1/S103

GALV. L4x4x1/4 DIAGONAL

BRACE AT STRINGER

SEE PLAN

GALV. C12x20.7 -

GALV. L4x4x1/4

AT STRINGER

PLAN (TYP.)

GALV. L1 1/2x1 1/2x 1/4

(TYP.)

2" M

AX

GRATING - SEE

EQUALLY SPACE

TREADS SO AS TO

NOT EXCEED 7"

EXISTING GALV. BEAM -

SEE PLAN (TYP.)

S103

SECTION

3/4" = 1'-0"

SLAB EL. - SEE PLAN

EXISTING TOP OF

11"

1" MAX.

3/16

R ev is io ns

D at e N o.

D es cr ip tio n

1277 PERIMETER PARKWAY

VIRGINIA BEACH, VIRGINIA 23454

(757) 499-7223

Date:

Scale:

Checked By:

Drawn By:

Designed By:

SHEET OF

PROJECT No:

7814 CAROUSEL LANE, SUITE 200

RICHMOND, VIRGINIA 23294

(757) 499-7223

1/5/2024

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DMM

DWS

AS NOTED

RPS

1/5/24

GRAPHIC SCALES:

30'5' 10'05' 20'

3/32" = 1'-0"

S103

H

IG

H R

O O

F

FR

AM

IN

G P

LA

N

AR

EA

S

'B ' A

N D

'C

HIGH ROOF FRAMING PLAN - AREA 'C'

NORTH 3/32" = 1'-0" (FOR PLAN NOTES AND LEGEND SEE SHEET S101)

THE INFORMATION REGARDING THE EXISTING CONSTRUCTION WAS OBTAINED FROM

THE RECORD DRAWINGS PREPARED BY FRAIOLI-BLUM-YESSELMAN AND OLIVER AND

SMITH AIA ARCHITECTS DATED JULY 14, 1965 AND BY FIELD INVESTIGATION. ALL

INFORMATION SPECIFYING EXISTING CONDITIONS MUST BE VERIFIED BY THE

GENERAL CONTRACTOR. THE AFOREMENTIONED DRAWINGS WILL BE MADE

AVAILABLE TO THE CONTRACTOR UPON REQUEST.

KEY PLAN

AREA 'C'

AREA 'B'

12" 6" 0 3'2'1' 3/4" = 1'-0"

A S103

B S103

NOTE 'B' MAX.

AT PANEL POINTS

NOTE 'A'

4"

WITH THE MECHANICAL DRAWINGS AND EXISTING

ON EACH SIDE OF SPACE AS SHOWN. COORDINATE

TYPICAL DETAIL AT DISTURBED EXISTING JOIST BRIDGING

WHERE TOP AND/OR BOTTOM CHORD BRIDGING

MUST BE REMOVED FOR INSTALLATION OF NEW

DUCT WORK, PROVIDE ADDITIONAL 'X' BRIDGING

EXISTING CMU WALL

(WHERE OCCURS)

EXISTING JOIST

DUCT - SEE THE MECHANICAL DWGS.

LOCATIONS OF BRIDGING.

L1x1x1/8 'X' BRIDGING

EXISTING TECTUM

BRIDGING (TYP.)

HANGING

EXIST. JOIST BOTTOM CHORD

POSITION HANGER RODS ON JOIST CENTERLINE BETWEEN BOTTOM CHORD ANGLES.

HANGER RODS - SEE THE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS.

"C" CLAMP CONNECTIONS ARE NOT ALLOWED.

BETWEEN PANEL POINTS

NOTES:

NOTE 'B' MAX.

(NOTE B)

LOAD

AT PANEL POINTS

MAX.

NOTE 'B'

1/8ADDED ANGLES LOAD

NOTE 'A'

PL3/16x2 SQ.

WASHER

(SEE NOTE 'C')

NOTE

4"

'C'

APPLIED

TOP CHORDTYP.

4"

NOTE

'C'

NOTE 'A'

PL3/16x2 SQ.

PANEL POINT

WASHER

EXIST. JOISTEA. END

NOTE: THIS DETAIL IS FOR ALL LOADS WHICH EXCEED 100 POUNDS

A) B)

C)

NOT TO SCALE

TYPICAL DETAIL AT CONCENTRATED LOADS ON EXISTING JOISTS

EXISTING ROOFING

NOT TO SCALE

NOT TO SCALE

TYPICAL ROOF TOP MECHANICAL UNIT SUPPORT DETAILS AT EXISTING STEEL JOIST FRAMING

THE MECHANICAL DWGS.

SECTION PART FRAMING PLAN

EXISTING ROOF DECK

L4x4x1/4 AT CURB

SEE THE MECHANICAL DWGS.

MECHANICAL UNIT AND CURB -

BEYOND

L4x4x1/4 FRAME

EXISTING JOIST

UNDER CURB

L4x4x1/4 FRAME

OPENINGS

AND AROUND

AS SHOWN ON PLAN

CURB AND OPENING - SEE

MECHANICAL UNIT,

SECTION

L4x4 BEYOND

EXISTING TECTUM DECK

NOT SHOWN

AT 16"o/c (CENTER

SDS25412 SCREWS

AT 16"o/c (CENTER

SDS25600 SCREWS

IN WOOD BLOCKING)

IN WOOD BLOCKING)

EXISTING

BULB TEE

EXISTING

TECTUM

DECK

MATERIALS DECK (TYP.) EXISTING BULB TEE (TYP.)

3"

L3x2x3/16 VERTICAL EACH END OF L4x4

3"

EXISTING JOIST EXISTING JOIST

BEYOND

VERTICAL

BEYOND

L3x2

SEE 'TYPICAL DETAIL AT

CONCENTRATED LOADS ON

EXISTING JOISTS' ON

THIS SHEET

CONCENTRATED LOADS ON

EXISTING JOISTS' ON

THIS SHEET

TYPICAL ROOF DECK REPAIR DETAILS

NOT TO SCALE

NOTED SEE 'CONDITION

FOR DETAILS NOT

5/8 6

TYP.

STEEL DECK

DEMOLISH PORTION OF

EXISTING DECK TO ALLOW

NEW DECK ATTACHMENT

WITH SUPPLEMENTAL

EXISTING JOIST

SEE PLAN (TYP.)

SEE THE ARCH. DWGS.

ROOFING MATERIALS -

EXISTING TECTUM

DECK

OPENING

WIDTH

EXISTING

ANGLE (TYP.)

AT 6"o/c (TYP.)

#12 TEK SCREWS

STEEL DECK

EXISTING

OPENING

WIDTH

EXISTING

CONDITION WITH SUPPLEMENTAL SUPPORT FRAMING CONDITION WITHOUT SUPPLEMENTAL SUPPORT FRAMING

2" MIN.

(TYP.)

2" MIN.

(TYP.)

SUPPORT FRAMING'

EXISTING JOIST

SEE PLAN (TYP.)

EXISTING JOIST

BRIDING BEYOND (TYP.)

EXISTING BULB TEE

OPENING

4'-0"±

36" WIDE OPENING MAX.

8" MIN.

BEARING (TYP.)

EQ. EQ.

CL OPENING AND

JOIST BAY

EXISTING JOIST -

SEE PLAN (TYP.)

EXISTING STEEL

DECK

EXISTING MASONRY

WALL

TYPICAL SUPPORT DETAILS FOR MASONRY WALL

AT NEW DUCT OPENING

NOT TO SCALE

L3-1/2x3-1/2x3/8

8"± CMU

BETWEEN PANEL POINTS REINFORCE EXISTING JOIST WITH DOUBLE L1x1x1/8 AS INDICATED.

WHERE CONCENTRATED LOADS ARE APPLIED TO TOP CHORDS OR HUNG FROM BOTTOM CHORDS

SEE PLAN

BEAM - SEE PLAN

3/16

3 SIDES

EXISTING BEAM -

PL1/4x4x4

L4x4x1/4 AT OPENING

SECTION

MECHANICAL UNIT

AND CURB - SEE

THE MECHANICAL

DECK RIBS -

NESTED OVER

C6 PADS

WELD TO EXISTING

BEAM (TYPICAL)

BEAM UNDER CURB

L4x4x1/4 FRAME

AROUND OPENINGS

MECHANICAL DWGS.

AND OPENING - SEE THE

MECHANICAL UNIT, CURB

PARTIAL FRAMING PLAN

EXISTING BEAM

AS SHOWN ON PLAN

PL1/4x4x4

BEAM - SEE PLAN (TYP.)

SECTION

3/16

3 SIDES

C6 BEYOND

C6x10.5 x

4'-0" LONG

PADS AT

18"o/c MAX.

TYPICAL BOLTED WEB PLATE CONNECTION DETAILS

BEAM TO BEAM

NOT TO SCALE

1 1 /2"

3" 3"

1 1 /2"

1 1/2"

MIN.

A325-N BOLTS -

SEE SCHEDULE

(TYP.)

BEAM - SEE

PLAN (TYP.)

WEB PLATE -

SEE SCHEDULE

(TYP.)

NOTE 2

TYP.

QUANTITY

A325-N BOLTS

WEB PLATE CONNECTION SCHEDULE

EACH BEAM DEPTH GROUP

MAXIMUM BEAM SIZE IN

THICKNESS

W12 3/8" 3

WEB PLATE ALL EDGES. BOLT SPACING MUST BE 3" MIN.

THICKNESS (1/4" MIN.) EACH SIDE.

FILLET WELDS MUST BE 3/4 OF THE PLATE

BEAM FRAMING INTO COLUMN WEB (3/8" MIN.).

WEB PLATE CONNECTION NOTES:

BOLT EDGE DISTANCE MUST BE 1 1/2" MIN. AT

THICKNESS EQUALS FLANGE THICKNESS OF

SIZE

3/4"Ø

3.

1.

2.

BEAM TO EXISTING HSS COLUMN

A325-N BOLTS -

MIN.

SEE PLAN

EXISTING COLUMN -

3" 3"

(TYP.)

SEE SCHEDULE

TYP.

WEB PLATE -

SEE SCHEDULE

3 1/2"

(TYP.)1 1/2"

BEAM - SEE

PLAN (TYP.)

(TYP.)

NOTE 2

1 1 /2"

1 1 /2"

SEE PLAN

EXISTING COLUMN -

WEB PLATE -

SEE SCHEDULE

(TYP.)

GALV.

1/4

PL3/8x3x18AND CL PLATE

CL (E) COLUMN

1/4SEE PLAN

EXISTING BEAM

TYP.

(TYP.)

GALV. PL3/8x6x11

SPECIAL CONNECTION DETAIL

NOT TO SCALE

ATYPE

1/4

TYP.

GALV. W12x22 -

SEE PLAN

1/4

CONCRETE HOUSEKEEPING PAD NOTES :

A. SEE THE CIVIL DRAWINGS FOR ACTUAL TOP OF SLAB ELEVATION AND

LOCATION OF SLAB.

B. SLAB MUST BE 6" THICK CONCRETE SLAB-ON-GRADE, REINFORCED WITH

#4 AT 12" ON-CENTER EACH WAY, OVER 4" DEPTH OF POROUS FILL.

C. SEE THE MECHANICAL DRAWINGS FOR LOCATION OF HOUSEKEEPING PAD.

D. DIMENSION IS FOR BIDDING PURPOSES ONLY. GENERAL CONTRACTOR

= APPROXIMATE DIMENSION OR ELEVATION (FIELD VERIFY)±

NOTE A

AND B

4'-0"±

7'- 0"

EDGE OF SLAB

(TYP.)

CONCRETE HOUSEKEEPING PAD DETAILS

3/4" = 1'-0"

PLAN

2'- 0"

3" C

LR

8"

2" C

LR

2" CLR.

FINISHED GRADE -

SEE CIVIL DWGS.

CONDENSING UNIT - SEE

THE MECHANICAL DWGS.

SLAB-ON-GRADE

POROUS FILL

#4 CONT.

SECTION

DWGS.

NOT TO SCALE

TYPICAL ROOF TOP MECHANICAL UNIT SUPPORT DETAILS AT EXISTING STRUCTURAL STEEL FRAMING

COORDINATE WITH ACTUAL EQUIPMENT SUPPLIED.

NO

TE

D

NOTE D

CONT. 3/4" CHAMFER

CONCRETE HOUSEKEEPING PAD LEGEND :

S501

TY

PI

C

AL

D

ET

AI

LS

THE INFORMATION REGARDING THE EXISTING CONSTRUCTION WAS OBTAINED FROM

THE RECORD DRAWINGS PREPARED BY PENTECOST, WADE AND McLELLON

ARCHITECTS AND ENGINEERS DATED DECEMBER 28,1965, AND BY FIELD

INVESTIGATION. ALL INFORMATION SPECIFYING EXISTING CONDITIONS MUST BE

VERIFIED BY THE GENERAL CONTRACTOR. THE AFOREMENTIONED DRAWINGS WILL

BE MADE AVAILABLE TO THE CONTRACTOR UPON REQUEST.

12" 6" 0 3'2'1' 3/4" = 1'-0"

GRAPHIC SCALE:

R ev is io ns

D at e N o.

D es cr ip tio n

1277 PERIMETER PARKWAY

VIRGINIA BEACH, VIRGINIA 23454

(757) 499-7223

Date:

Scale:

Checked By:

Drawn By:

Designed By:

SHEET OF

PROJECT No:

7814 CAROUSEL LANE, SUITE 200

RICHMOND, VIRGINIA 23294

(757) 499-7223

1/5/2024

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AS NOTED

RPS

1/5/24

ADA AMERICANS W/

DISABILITIES ACT

AFF ABOVE FINISHED FLOOR

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

ALUM ALUMINUM

APPROX APPROXIMATELY

BD BOARD

BEJ BUILDING EXPANSION JOINT

BTM BOTTOM

CLR CLEAR

CO CLEAN OUT

CONC CONCRETE

COORD COORDINATE

CMU CONCRETE MASONRY UNIT

CONT CONTINUOUS

CJ CONTROL JOINT

D, DIA DIAMETER

DN DOWN

DS DOWNSPOUT

EA EACH

EWC ELECTRIC WATER COOLER

EJ EXPANSION JOINT

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXT EXTERIOR

FD FLOOR DRAIN

FEC FIRE EXTINGUISHER

CABINET

FRP FIBERGLASS REINFORCED

POLYESTER

FRT FIRE RETARDANT TREATED

GA GAUGE

GC GENERAL CONTRACTOR

GWB GYPSUM WALL BOARD

GYP GYPSUM

INSUL INSULATION

JBE JOIST BEARING

ELEVATION

H HEIGHT

HM HOLLOW METAL

HOR HORIZONTAL

LVT LUXURY VINYL TILE

MANUF MANUFACTURER

MECH MECHANICAL

MIN MINIMUM

MO MASONRY OPENING

MTL METAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OH OPPOSITE HAND

PLAM PLASTIC LAMINATE

PNT PAINT

PREFAB PREFABRICATED

REF REFRIGERATOR

REINF REINFORCED

RD ROOF DRAIN

RO ROUGH OPENING

SB SPLASH BLOCK

SIM SIMILAR

SQ SQUARE

SS STAINLESS STEEL

STRUCT STRUCTURAL

TERM TERMINATE

TOS TOP OF STEEL

TOM TOP OF MASONRY

TYP TYPICAL

UON UNLESS OTHERWISE

NOTED

VERT VERTICAL

VCT VINYL COMPOSITION

TILE

W WIDTH

WD WOOD

WSC WOOD, SOLID CORE

WH WATER HEATER

1. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND

DIMENSIONS PRIOR TO BEGINNING CONSTRUCTION AND SHALL

COORDINATE THE WORK OF ALL TRADES. ALL DISCREPANCIES

SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE

ARCHITECT, IN WRITING, BEFORE CONTINUING WORK.

2. UNLESS OTHERWISE INDICATED, EXTERIOR DIMENSIONS ARE TO

OUTSIDE FACE OF FOUNDATION WALL AND CENTERLINE OF

STRUCTURAL COLUMNS. INTERIOR DIMENSIONS ARE TO FACE OF

STUD AND CENTERLINE OF STRUCTURAL COLUMNS. THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT WHEN LAYOUT OF

INTERIOR PARTITIONS IS COMPLETE AND SHALL REVIEW THE

LAYOUT WITH THE ARCHITECT IN THE FIELD PRIOR TO INTERIOR

PARTITION CONSTRUCTION.

3. ALL BUILT IN WOOD NAILERS, BLOCKING AND PLYWOOD CONCEALED

IN THE FINISHED CONSTRUCTION SHALL BE FIRE RETARDANT

TREATED, UL LABEL. MEMBERS IN CONTACT WITH THE MASONRY OR

CONCRETE OR CONCEALED WITHIN THE EXTERIOR WALL OR ROOF

ASSEMBLIES SHALL BE EXTERIOR GRADE FIRE RETARDANT

TREATED, UL LABEL PER SPECIFICATIONS.

BATT INSULATION

BRICK

CONCRETE

CONCRETE MASONRY UNITS

CONTINUOUS BLOCKING

EARTH

FINISHED WOOD

GRAVEL

GYPSUM BOARD

OR SHEATHING

PLYWOOD

RIGID INSULATION

STEEL

ROOM

(14'-0")

ROOM NAME AND

NUMBER REFERENCE

DOOR NUMBER REFERENCE

REFERENCE HEIGHT AFF

NEW WORK NOTES

DEMOLITION WORK NOTES

REVISION MARKER

A-501

A-501

A-401C A

B

D

A

A-301

A-201

A

DETAIL DRAWN ON THIS SHEET (TYP)

DETAIL NUMBER (TYP)

DETAIL DRAWN ON THIS SHEET (TYP)

DETAIL NUMBER (TYP)

DETAIL INDICATORS

ELEVATIONS DRAWN ON THIS SHEET (TYP)

ELEVATION LETTER (TYP)

INTERIOR ELEVATION REFERENCE

SECTION DRAWN ON THIS SHEET (TYP)

SECTION LETTER (TYP)

BUILDING AND WALL SECTION REFERENCE

ELEVATIONS DRAWN ON THIS SHEET (TYP)

ELEVATION LETTER (TYP)

BUILDING ELEVATION REFERENCE

A-101

DRAWING OR DETAIL TITLE

SCALE

PLAN OR SITE TITLE

SCALE

SHEETS WHERE REFERENCE IS CUT

REFERENCE NUMBER

A-102

TRUE NORTH

1/8" = 1'-0" 5'0'5' 10' 20'

Designed By:

1277 PERIMETER PARKWAY

VIRGINIA BEACH, VIRGINIA

23454

(757) 499-7223

Drawn By:

Checked By:

Scale:

Date:

PROJECT NUMBER:

AS NOTED

7814 CAROUSEL LANE

SUITE 200

RICHMOND, VIRGINIA

23294

(804) 270-7222

GRAPHIC SCALE:

#23194

KEYPLAN:

L A

K E

T A

Y L O

R H

S H

V A

C R

E P

L A

C E

M E

N T

A001

01/05/2024

L E

G E

N D

N

O T

E S

A N

D A

B B

R E

V

IA

T

IO

N S

PRM

Checker

DRW

K E

M P

S V

IL

L E

R O

A D

, N O

R F

O

LK

V

A

ABBREVIATIONS GENERAL NOTES

MATERIAL LEGEND

SYMBOL LEGEND

R e v is io n s

N o

D a te

D e s c ri p ti

A-04

CAFETERIA

A-02

DISHWASHER

A-03

SNACK

RM

A-05

TOILETS

A-06

LOCKER

RM

A-11

DRY

STORAGE

A-07

JAN

A-08

SERV

A-09

STAFF

SERV

A-10

STAFF

CAFE

A-17

GARBAGE

A-18

TRASH

A-14

CLT

A-16

TLT

A-12

KITCHEN

A-15

OFFICE

A-19

SERV

A-20

STAFF

LOUNGE

A-21

WOMEN

RR

A-23

PWD

ROOM

A-24

MEN RR

A-22

VENDOR

A-25

SNACK

RM

A-26

DISHWASHER

A-27

CAFETERIA

A-28

BOOKSTORE

B-02

GIRL

DRESSRM

B-03

WORKSHOP

B-04

MECH

RM

B-05

BOYS

DRESSRM

B-06

BOY RR

B-07

JAN

B-14

STOARGE/

LOADING

B-15

RECORD

B-16

REPAIR B-17

PRAC.

RM

B-18

PRAC.

RM

B-19

PRAC.

RM

B-20

STORAGE B-21

GROUP

PRAC. B-22

PRAC.

RM

B-23

PRAC.

RM

B-24

BAND

B-01

CORRIDOR

B-25

BOOTH

B-27

STORAGE

B-26

RECORD

B-28

DIRECTOR

RM

B-31

LIBRARY

B-33

CHORAL

B-34

ROBES

B-36

DIRECTOR

B-37

LIBRARY

B-38

PRAC.

RM

B-39

PRAC.

RM

B-35

TOILET

B-40

GIRLS

RR

B-41

CLASSROOM

B-43

MUSIC

B-09

STAGE

B-12

AUDITORIUM

M A

T C

H L

IN

E

A M

A T

C H

L

IN

E A

(8'-4")

(8'-4")

(8'-4")

(8'-0")

(9'-0")

(8'-0")

WALK-IN

FREEZER

COURT YARD

S

S

S

S

S

S

B-00

COORIDOR

1.

2.

3.

4.

5.

6.

7.

THE EXISTING CONDITIONS SHOWN ARE BASED ON ARCHIVAL

DRAWINGS, FIELD INVESTIGATIONS, AND PHOTOGRAPHS; AND ARE

NOT GUARANTEED TO BE LITERALLY ACCURATE. THE CONTRACTOR

SHALL, BEFORE PREPARING A BID, VISIT THE SITE AND VERIFY THE

EXACT EXISTING CONDITIONS FOR PREPARATION OF THE BID.

DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THESE

REPRESENTATIONS SHOWN SHALL BE TREATED AS PART OF THE

WORK AS IF SHOWN.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE

BUILDING IN A WATERTIGHT CONDITION AT ALL TIMES. ANY AND ALL

DAMAGE CAUSED BY THE WORK OF THIS CONTRACT SHALL BE

CORRECTED OR REPLACED ENTIRELY AT NO COST TO THE OWNER.

THE ROOFTOP LOCATION AND QUANTITIES OF HVAC AND

ELECTRICAL EQUIPMENT, CONDUIT, AND PIPING HAVE BEEN

DETERMINED FROM EXISTING DRAWINGS AND SITE OBSERVATIONS,

AND ARE SHOWN DIAGRAMMATICAL. COORDINATE WITH THE

MECHANICAL AND ELECTRICAL DRAWINGS FOR THE ACTUAL WORK

REQUIRED.

PRIOR TO BEGINNING DEMOLITION OPERATIONS, THE CONTRACTOR

SHALL PROTECT THE CONTENTS OF SPACES BELOW ROOF

DEMOLITION WORK WITH 6 MIL POLY PLASTIC SHEETING. THE POLY

SHALL REMAIN IN PLACE DURING THE ENTIRE PROJECT AND SHALL

BE REMOVED AT THE COMPLETION OF THE PROJECT. THE

CONTRACTOR SHALL CLEAN ALL SPACES BELOW ROOF WORK AS

REQUIRED TO RETURN TO PRE-CONSTRUCTION CONDITIONS.

ALL EXTERIOR AND INTERIOR SURFACES WHICH ARE AFFECTED OR

DAMAGED WHILE PERFORMING WORK UNDER THIS CONTRACT

SHALL BE PATCHED AND/OR REPLACED AND FINISHED TO MATCH

ADJACENT AREAS. WHERE EXISTING PAINTED SURFACES ARE

DAMAGED AND REQUIRE REPAINTING, THE REPAINTING WORK

SHALL INCLUDE THE WALL SURFACE FROM CORNER TO CORNER

AND FROM FLOOR TO CEILING (AND NOT JUST SPOT TOUCH-UP).

WHERE CEILINGS ARE TO BE REMOVED, THE WORK SHALL ALSO

INCLUDE THE REMOVAL OF ALL CEILING MOUNTED DEVICES, HVAC

GRILLES, AND LIGHTING, UNLESS OTHERWISE NOTED. ALL CEILING

MOUNTED DEVICES INCLUDING, BUT NOT LIMITED TO; EXIT SIGNS,

WI-FI BOOSTERS, SPEAKERS, AND SECURITY CAMERAS SHALL BE

SALVAGED FOR LATER REINSTALLATION. REFER TO ELECTRICAL

AND MECHANICAL DRAWINGS FOR FURTHER REQUIREMENTS.

THE EXISTING ROOF SYSTEM IS UNDER WARRANTY. ANY WORK

PERFORMED ON THIS SYSTEM MUST NOT IN ANY WAY VOID THE

EXISTING WARRANTY.

AREA OF CEILING NOT IN CONTRACT

EXISTING 2'x4' ACOUSTICAL PANEL CEILING -

REMOVE COMPLETE

EXISTING GYPSUM CEILING - REMOVE COMPLETE

NO CEILING THIS AREA, OPEN TO ROOF DECK

ABOVE.

EXISTING LIGHT FIXTURE - REMOVE COMPLETE.

REFER TO ELECTRICAL FOR FURTHER

REQUIREMENTS.

EXISTING HVAC SUPPLY/RETURN - REMOVE

COMPLETE. REFER TO MECHANICAL FOR FURTHER

REQUIREMENTS.

S

SECURITY CAMERA - REMOVE AND SALVAGE FOR

LATER REINSTALLATION. REFER TO ELECTRICAL

FOR FURTHER REQUIREMENTS.

EXIT SIGN - REMOVE AND SALVAGE FOR LATER

REINSTALLATION. REFER TO ELECTRICAL FOR

FURTHER REQUIREMENTS.

SKYLIGHT - EXISTING TO REMAIN

RECENTLY INSTALLED 2'x2' ACOUSTICAL PANEL CEILING-

WHERE ACCESS FROM BELOW IS REQUIRED REMOVE AND

SALVAGE INDIVIDUAL ACOUSTICAL CEILING PANELS,

LIGHTS, AND SUPPLY/RETURN DIFFUSERS TO THE

EXTENTS REQUIRED TO ACCOMMODATE THE WORK.

LEAVE ACOUSTICAL PANEL GRID IN PLACE. ONCE THE

WORK IS COMPLETE REINSTALL CEILING PANELS, LIGHTS,

AND SUPPLY/RETURN DIFFUSERS IMMEDIATELY.

3/32" = 1'-0" 5' 0' 5' 10' 20' 30'

Designed By:

1277 PERIMETER PARKWAY

VIRGINIA BEACH, VIRGINIA

23454

(757) 499-7223

Drawn By:

Checked By:

Scale:

Date:

PROJECT NUMBER:

AS NOTED

7814 CAROUSEL LANE

SUITE 200

RICHMOND, VIRGINIA

23294

(804) 270-7222

GRAPHIC SCALE:

#23194

KEYPLAN:

AREA A

L A

K E

T A

Y L O

R H

S H

V A

C R

E P

L A

C E

M E

N T

AD101

01/05/2024

F

IR

S T

F L O

O R

R E

F L E

C T

E D

C E

IL

N

G P

L A

N

D E

M O

L

IT

IO

N

A R

E A

A

Designer

Checker

Author

K E

M P

S V

IL

L E

R O

A D

, N O

R F

O

LK

V

A

3/32" = 1'-0"

FIRST FLOOR REFLECTED CEILNG PLAN - DEMOLITION AREA A

PLAN

NORTH

GENERAL DEMOLITION NOTES

CEILING DEMOLITION KEYNOTES

1 EXISTING TO REMAIN ROLL-UP SECURITY GRATE AND SOFFIT.

CEILING LEGEND - DEMOLITION

R e v is io n s

N o

D a te

D e s c ri p ti

M A

T C

H L

IN

E

A

M A

T C

H L

IN

E

B

C-02

BOOKKEEPING

C-03

TYPING

C-04

TYPING

C-05

TYPING

C-06

BUSINESS

C-07

BOOKKEEPING

C-08

PRAC.

C-09

PRAC.

C-10

OFFICE

C-11

COMPUTER

C-12

PRAC.

C-13

PRAC.

C-14

STORAGE

C-15

OFFICE

C-16

OFFICE

C-17

BUSINESS

C-18

OFFICE

C-19

BOYS

RR

C-20

GIRLS

RR

B-01

CORRIDOR

C-22

KITCHEN

C-23

ELEV

C-24

EQUIPMENT

C-25

PLUMBING

C-29

INSTRUCTORS

C-38

CHILD

DEVELOP

C-26

TLT

C-28

JAN

C-37

VESTIBULE

C-39

STORAGE

C-40

STORAGE

C-41

FITTING

C-42

TLT

C-43

SEWING

LAB

C-30

LIVING

ROOM

C-31

LECTURE

AREA

C-01

CORRIDOR

C-44

SEWING

LAB

C-32

KITCHEN

C-33

BOYS

RR

C-34

GIRLS

RR

C-35

FITTING

C-45

VESTIBULE

C-50

ADMIN

C-49

OFFICE

C-48

OFFICE

C-47

ADMIN

C-51

LOBBY

1.

2.

3.

4.

5.

6.

7.

THE EXISTING CONDITIONS SHOWN ARE BASED ON ARCHIVAL

DRAWINGS, FIELD INVESTIGATIONS, AND PHOTOGRAPHS; AND ARE

NOT GUARANTEED TO BE LITERALLY ACCURATE. THE CONTRACTOR

SHALL, BEFORE PREPARING A BID, VISIT THE SITE AND VERIFY THE

EXACT EXISTING CONDITIONS FOR PREPARATION OF THE BID.

DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THESE

REPRESENTATIONS SHOWN SHALL BE TREATED AS PART OF THE

WORK AS IF SHOWN.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE

BUILDING IN A WATERTIGHT CONDITION AT ALL TIMES. ANY AND ALL

DAMAGE CAUSED BY THE WORK OF THIS CONTRACT SHALL BE

CORRECTED OR REPLACED ENTIRELY AT NO COST TO THE OWNER.

THE ROOFTOP LOCATION AND QUANTITIES OF HVAC AND

ELECTRICAL EQUIPMENT, CONDUIT, AND PIPING HAVE BEEN

DETERMINED FROM EXISTING DRAWINGS AND SITE OBSERVATIONS,

AND ARE SHOWN DIAGRAMMATICAL. COORDINATE WITH THE

MECHANICAL AND ELECTRICAL DRAWINGS FOR THE ACTUAL WORK

REQUIRED.

PRIOR TO BEGINNING DEMOLITION OPERATIONS, THE CONTRACTOR

SHALL PROTECT THE CONTENTS OF SPACES BELOW ROOF

DEMOLITION WORK WITH 6 MIL POLY PLASTIC SHEETING. THE POLY

SHALL REMAIN IN PLACE DURING THE ENTIRE PROJECT AND SHALL

BE REMOVED AT THE COMPLETION OF THE PROJECT. THE

CONTRACTOR SHALL CLEAN ALL SPACES BELOW ROOF WORK AS

REQUIRED TO RETURN TO PRE-CONSTRUCTION CONDITIONS.

ALL EXTERIOR AND INTERIOR SURFACES WHICH ARE AFFECTED OR

DAMAGED WHILE PERFORMING WORK UNDER THIS CONTRACT

SHALL BE PATCHED AND/OR REPLACED AND FINISHED TO MATCH

ADJACENT AREAS. WHERE EXISTING PAINTED SURFACES ARE

DAMAGED AND REQUIRE REPAINTING, THE REPAINTING WORK

SHALL INCLUDE THE WALL SURFACE FROM CORNER TO CORNER

AND FROM FLOOR TO CEILING (AND NOT JUST SPOT TOUCH-UP).

WHERE CEILINGS ARE TO BE REMOVED, THE WORK SHALL ALSO

INCLUDE THE REMOVAL OF ALL CEILING MOUNTED DEVICES, HVAC

GRILLES, AND LIGHTING, UNLESS OTHERWISE NOTED. ALL CEILING

MOUNTED DEVICES INCLUDING, BUT NOT LIMITED TO; EXIT SIGNS,

WI-FI BOOSTERS, SPEAKERS, AND SECURITY CAMERAS SHALL BE

SALVAGED FOR LATER REINSTALLATION. REFER TO ELECTRICAL

AND MECHANICAL DRAWINGS FOR FURTHER REQUIREMENTS.

THE EXISTING ROOF SYSTEM IS UNDER WARRANTY. ANY WORK

PERFORMED ON THIS SYSTEM MUST NOT IN ANY WAY VOID THE

EXISTING WARRANTY.

AREA OF CEILING NOT IN CONTRACT

EXISTING 2'x4' ACOUSTICAL PANEL CEILING -

REMOVE COMPLETE

EXISTING GYPSUM CEILING - REMOVE COMPLETE

NO CEILING THIS AREA, OPEN TO ROOF DECK

ABOVE.

EXISTING LIGHT FIXTURE - REMOVE COMPLETE.

REFER TO ELECTRICAL FOR FURTHER

REQUIREMENTS.

EXISTING HVAC SUPPLY/RETURN - REMOVE

COMPLETE. REFER TO MECHANICAL FOR FURTHER

REQUIREMENTS.

S

SECURITY CAMERA - REMOVE AND SALVAGE FOR

LATER REINSTALLATION. REFER TO ELECTRICAL

FOR FURTHER REQUIREMENTS.

EXIT SIGN - REMOVE AND SALVAGE FOR LATER

REINSTALLATION. REFER TO ELECTRICAL FOR

FURTHER REQUIREMENTS.

SKYLIGHT - EXISTING TO REMAIN

RECENTLY INSTALLED 2'x2' ACOUSTICAL PANEL CEILING-

WHERE ACCESS FROM BELOW IS REQUIRED REMOVE AND

SALVAGE INDIVIDUAL ACOUSTICAL CEILING PANELS,

LIGHTS, AND SUPPLY/RETURN DIFFUSERS TO THE

EXTENTS REQUIRED TO ACCOMMODATE THE WORK.

LEAVE ACOUSTICAL PANEL GRID IN PLACE. ONCE THE

WORK IS COMPLETE REINSTALL CEILING PANELS, LIGHTS,

AND SUPPLY/RETURN DIFFUSERS IMMEDIATELY.

3/32" = 1'-0" 5' 0' 5' 10' 20' 30'

Designed By:

1277 PERIMETER PARKWAY

VIRGINIA BEACH, VIRGINIA

23454

(757) 499-7223

Drawn By:

Checked By:

Scale:

Date:

PROJECT NUMBER:

AS NOTED

7814 CAROUSEL LANE

SUITE 200

RICHMOND, VIRGINIA

23294

(804) 270-7222

GRAPHIC SCALE:

#23194

KEYPLAN:

AREA B

L A

K E

T A

Y L O

R H

S H

V A

C R

E P

L A

C E

M E

N T

AD102

01/05/2024

F

IR

S T

F L O

O R

R E

F L E

C T

E D

C E

IL

N

G P

L A

N

D E

M O

L

IT

IO

N

A R

E A

B

Designer

Checker

Author

K E

M P

S V

IL

L E

R O

A D

, N O

R F

O

LK

V

A

3/32" = 1'-0"

FIRST FLOOR REFLECTED CEILNG PLAN - DEMOLITION AREA B

PLAN

NORTH

GENERAL DEMOLITION NOTES

CEILING DEMOLITION KEYNOTES

1 EXISTING TO REMAIN ROLL-UP SECURITY GRATE AND SOFFIT.

CEILING LEGEND - DEMOLITION

R e v is io n s

N o

D a te

D e s c ri p ti

V T

R

M A

T C

H L

IN

E

B M

A T

C H

L

IN

E B

C-46

Room

G-03

MECH

G-02

INCIN.

G-28

STORAGE

G-27

TLT

G-01

CORRIDOR

G-04

TLT

G-05

OFFICE

G-11

BOYS

LOCKER

G-19

OFFICE

G-08

TEAM

LOCKER

G-09

TRAINING

ROOM

G-21

STORAGE

G-18

TLT

G-20

SHOWER

G-24

TLT

G-28

DRYING

G-26

TOWELS

G-15

DRYING

RM

G-14

TOWELS

G-17

GIRLS

LOCKER

G-07

TLT

G-10

STORAGE

G-29

STORAGE

G-09

JAN

G-11

BOYS

LOCKER

E-13

PHOTOGRAPHY

E-14

STORAGEE-12

JAN

E-11

STORAGE

E-10

STORAGE

E-18

ART

H-14

OFFICE

H-13

TLT

H-10

GIRLS

LOCKER

H-11

SHOWER

H-09

OFFICE

H-08

TLT

H-05

TOWELS

H-04

TLT

H-15

STORAGE

H-03

JAN

H-02

EXERCISE

RM

F-02

ART

CLASSRM

F-03

OFFICE

F-05

STORAGE

F-06

POTTERS

F-07

ART

CLASSRM

F-04

STORAGE

F-08

GYM

F-18

CLASSROOM

F-17

CLASSROOM

F-16

CLASSROOM

F-16

CLASSROOM

F-14

CLASSROOM

F-11

STORAGE

F-12

OFFICE

F-13

OFFICE

F-10

I.C.T.

E-02

ELEC

LAB

E-15

ELEC

SHOP

E-03

STORAGE

E-05

WELDING

E-06

STORAGE

E-07

STORAGE

E-08

SHOP

STORAGE

E-09

WOOD

SHOP

E-16

HOME

ECONOMICS

E-21

STORAGE

E-22

STORAGE

E-23

STORAGE

E-19

OFFICE

E-20

OFFICE

E-24

DISPLAY

E-16A

HOME

ECONOMICS

S

(8'-4")

S

S

DISPLAY CASE

S

S S

S

S

S

S

1.

2.

3.

4.

5.

6.

7.

THE EXISTING CONDITIONS SHOWN ARE BASED ON ARCHIVAL

DRAWINGS, FIELD INVESTIGATIONS, AND PHOTOGRAPHS; AND ARE

NOT GUARANTEED TO BE LITERALLY ACCURATE. THE CONTRACTOR

SHALL, BEFORE PREPARING A BID, VISIT THE SITE AND VERIFY THE

EXACT EXISTING CONDITIONS FOR PREPARATION OF THE BID.

DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THESE

REPRESENTATIONS SHOWN SHALL BE TREATED AS PART OF THE

WORK AS IF SHOWN.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE

BUILDING IN A WATERTIGHT CONDITION AT ALL TIMES. ANY AND ALL

DAMAGE CAUSED BY THE WORK OF THIS CONTRACT SHALL BE

CORRECTED OR REPLACED ENTIRELY AT NO COST TO THE OWNER.

THE ROOFTOP LOCATION AND QUANTITIES OF HVAC AND

ELECTRICAL EQUIPMENT, CONDUIT, AND PIPING HAVE BEEN

DETERMINED FROM EXISTING DRAWINGS AND SITE OBSERVATIONS,

AND ARE SHOWN DIAGRAMMATICAL. COORDINATE WITH THE

MECHANICAL AND ELECTRICAL DRAWINGS FOR THE ACTUAL WORK

REQUIRED.

PRIOR TO BEGINNING DEMOLITION OPERATIONS, THE CONTRACTOR

SHALL PROTECT THE CONTENTS OF SPACES BELOW ROOF

DEMOLITION WORK WITH 6 MIL POLY PLASTIC SHEETING. THE POLY

SHALL REMAIN IN PLACE DURING THE ENTIRE PROJECT AND SHALL

BE REMOVED AT THE COMPLETION OF THE PROJECT. THE

CONTRACTOR SHALL CLEAN ALL SPACES BELOW ROOF WORK AS

REQUIRED TO RETURN TO PRE-CONSTRUCTION CONDITIONS.

ALL EXTERIOR AND INTERIOR SURFACES WHICH ARE AFFECTED OR

DAMAGED WHILE PERFORMING WORK UNDER THIS CONTRACT

SHALL BE PATCHED AND/OR REPLACED AND FINISHED TO MATCH

ADJACENT AREAS. WHERE EXISTING PAINTED SURFACES ARE

DAMAGED AND REQUIRE REPAINTING, THE REPAINTING WORK

SHALL INCLUDE THE WALL SURFACE FROM CORNER TO CORNER

AND FROM FLOOR TO CEILING (AND NOT JUST SPOT TOUCH-UP).

WHERE CEILINGS ARE TO BE REMOVED, THE WORK…