36C24718B0121-012.pdf

o n e q u a r t e r i n c h e f o o t o n e e i g h t h i n c e f o o t t h r e e e i g h t h s i n c e f o o t

F o n e h a l f i n c e f o o t

E o n e a n d o n e h a l f i n c h e s e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t

D

C

B t h r e e i n c h e e f o o t

A

1 2 3 4

F E

5 6 7 8

D C

B

A F

E D

F E

F E

Revisions

Date:

Date:

Date:

Date:

Approved:

Approved:

Approved:

Approved:

Approved:

Approved:

Drawing Title

Approved:

Approved:

Approved:

Approved: Date:

Date:

Date:

Date:

Date:

Date:

Location

Building Number

Project Title

Checked

DRAWING NO.

Project No.

Drawn

Date

Dwg. of Date

Seal: Medical Center Director

Associate Medical Center

Chief of Staff

Infection Control

Director

Safety Manager

Operations Service Line

General Engineer

Service Line Manager

Manager

COTR

Service Line

BES DESIGN/BUILD, LLC

766 Middle Street

Fairhope, AL 36532

Phone: 251.990.5778

Fax: 251.990.3716

NORTH

PROJECT LOCATION

KEY PLAN

PROJECT LOCATION

BUILDING 5 KEY

PLAN

5.1

5.2

5.4

5.3

N

NOT TO SCALE

e q u a r t e r i n c e f o o t o n e e i g h t h i n c e f o o t t h r e e e i g h t h s i n c e f o o t

F o n e h a l f i n c e f o o t

E o n e a n d o n e h a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t

D

C

B t h r e e i n c h e e f o o t

A

1 2 3 4

F E

5 6 7 8

D C

B

A F

E D

F E

F E

Revisions

Date:

Date:

Date:

Date:

Approved:

Approved:

Approved:

Approved:

Approved:

Approved:

Drawing Title

Approved:

Approved:

Approved:

Approved: Date:

Date:

Date:

Date:

Date:

Date:

Location

Building Number

Project Title

Checked

DRAWING NO.

Project No.

Drawn

Date

Dwg. of Date

Seal: Medical Center Director

Associate Medical Center

Chief of Staff

Infection Control

Director

Safety Manager

Operations Service Line

General Engineer

Service Line Manager

Manager

COTR

Service Line

BES DESIGN/BUILD, LLC

766 Middle Street

Fairhope, AL 36532

Phone: 251.990.5778

Fax: 251.990.3716

NORTH

PROJECT LOCATION

KEY PLAN

PROJECT LOCATION

BUILDING 5 KEY

PLAN

5.1

5.2

5.4

5.3

MATERIALS LEGEND

02200 SAND

03000 CONCRETE

040500 GROUT

04210 BRICK MASONRY

04220 CONCRETE MASONRY UNIT -

SMALL SCALE

04220 CONCRETE MASONRY UNIT -

LARGE SCALE

04400 ROUGH STONE

04720 CAST STONE MASONRY

05000 ALUMINUM

05000 BRASS - BRONZE

05000 STEEL

05530 GRATINGS, SECTION

06105 ORIENTED STRAND BOARD

(O.S.B.)

06105 PARTICLE BOARD

06105 PLYWOOD OR EXTERIOR

SHEATHING

06105 WOOD BLOCKING OR SHIM

06105 WOOD FRAMING - CONTINUOUS

06200 FINISHED WOOD

07210 BATT INSULATION

07210 SEMI-RIGID INSULATION -

FIRE SAFING

07210 RIGID INSULATION

08800 GLASS

09000 CERAMIC TILE

09200 PLASTER WITH METAL LATH

09250 GYPSUM BOARD FINISH

09640 WOOD FLOORING

09400 TERRAZZO FINISH

09680 CARPET & PAD

DESCRIPTION SYMBOLSECTION

09000 SPRAY-ON FIRE SAFING

OR INSULATION

09000 COMPRESSIBLE FILLER

HW HARDWARE

HW HOT WATER

I.D. INSIDE DIAMETER

IN INCH, INCHES

INSUL INSULATED, INSULATION

INT INTERIOR

JB JUNCTION BOX

JCT JUNCTION

JT JOINT

LB POUNDS

LP LIGHTING PANEL

LTG LIGHTING

MAINT MAINTAIN, MAINTENANCE

MAX MAXIMUM

MECH MECHANCIAL

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MT METAL THRESHOLD

MTD MOUNTED

MTG MOUNTING

MTL METAL

N.A. NOT APPLICABLE

N.I.C. NOT IN CONTRACT

NO, NUM NUMBER

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OH OVERHEAD

OPNG OPENING

P PAINT

PAF POWDER ACTUATED FASTENER

PART PARTIAL

PEMB PRE-ENGINEERED METAL BUILDING

PL PLATE

PLAM PLASTIC LAMINATE

PLUMB PLUMBING

PLYWD PLYWOOD

PNL PANEL

PRESS PRESSURE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTN, PTNS PARTITION, PARTITIONS

RA RETURN AIR

RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROUND

REC,

REC'D

RECEIVED

RECP RECEPTACLE

REINF REINFORCED, REINFORCING

REQ REQUIRED

RM ROOM

S.J. SCORE JOINT

SA SUPPLY AIR

SAB SOUND ATTENUATION BLANKET

SCH,

SCHD

SCHEDULE, SCHEDULED

SD SOAP DISPENSER

SECT SECTION

SF, SQ. FT. SQUARE FEET, SQUARE FOOT

SHT SHEET

SPEC,

SPECS

SPECIFICATIONS, SPECIFIED

STL STEEL

STOR STORE, STORAGE

STR,

STRUCT

STRUCTURE, STRUCTURAL

SUSP SUSPENDED

T, TLT,

TOIL

TOILET

TELE TELEPHONE

TELECOM

M

TELECOMMUNICATIONS

THD THRESHOLD

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VENT VENTILATION

VERT VERTICAL

w/ WITH

WD WOOD

CC CONTRACTOR FURNISHED, CONTRACTOR

INSTALLED

VC GOVERNMENT FURNISHED, CONTRACTOR

INSTALLED

VV GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED

A.O. ACCESS OPENING

AC AIR CONDITIONING

ACMU ARCHITECTURAL CONCRETE MASONRY

UNITS

ACT SUSPENDED ACOUSTICAL CEILING TILE

AHU AIR HANDLING UNIT

ALT ALTERNATE, ALTERNATIVE

ALUM ALUMINUM

AP CEILING ACCESS PANEL

APPROX APPROXIMATE, APPROXIMATELY

ARCH ARCHITECT, ARCHITECTURAL

AV AUDIO-VISUAL

BD BOARD

BLDG BUILDING

BM BEAM

BOT, BTM BOTTOM

BRG BEARING

CAB, CABT CABINET

CAP CAPACITY

CCTV CLOSED CIRCUIT TELEVISION

CEM CEMENT, CEMENTITIOUS

CIRC CIRCULATING, CIRCULAR

CJ CONTROL JOINT

CLG CEILING

CLM, COL COLUMN

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CT CERAMIC / PORCELAIN TILE

CTB CERAMIC / PORCELAIN TILE BASE

DET DETAIL

DIA DIAMETER

DIFF DIFFUSER

DIFF DIFFERENCE

DIM DIMENSION

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG DRAWING

EA EACH

EF EXHAUST FAN

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATION

EQUIP EQUIPMENT

EVTR ELEVATOR

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP JT EXPANSION JOINT

EXT EXTERIOR

F.O. FACE OF

FA FIRE ALARM

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FL,FLR FLOOR

FR FROM

FT FEET, FOOT

FTG FOOTING

G.P.H. GALLONS PER HOUR

G.P.M. GALLONS PER MINUTE

GA GAGE

GAL GALLON, GALLONS

GALV GALVANIZED

GL, GLAZ GLAZED, GLAZING

GND GROUND

GOV'T GOVERNMENT

GR GRILLE

GYP BD,

GYP, GWB

GYPSUM WALL BOARD

HB HOSE BIBB

HC HANDICAP

HEWC HANDICAP ELECTRIC WATER COOLER

HGT HEIGHT

HM HOLLOW METAL

HR HOUR

HT HEIGHT

HTG HEATING

HTR HEATER

NOT ALL ABBREVIATIONS SHOWN ARE USED

STANDARD OF ABBREVIATIONS

1F157B

D2 / AE512

AE501

AE201

AE201

AE211

0'-0" = 93.25

FIRST FLOOR

P-01

DRAWING TITLE

DETAIL CALLOUT

DETAIL INDICATOR FOR SMALL CONDITIONS

ELEVATION INDICATOR, EXTERIOR

ELEVATION INDICATOR,

INTERIOR, MULTIPLE VIEW

BUILDING SECTION INDICATOR

SPACE IDENTIFICATION

OPENING INDICATOR

WINDOW INDICATOR

EQUIPMENT INDICATOR

SHEET NOTES

PARTITION TYPE INDICATOR

NORTH ARROW

INDICATES TRUE NORTH

EXISTING

INDICATES COLUMN

LINE DESIGNATION

COLUMN LINE INDICATORS

DRAWING REVISION INDICATOR

EXISTING PARTITION TO REMAIN

EXISTING PARTITION TO BE DEMOLISHED

NEW PARTITION - UNRATED

PARTITION / BARRIER - 1 HOUR

EXISTING CONSTRUCTION TO

REMAIN

EXISTING CONSTRUCTION TO BE

REMOVED

NEW CONSTRUCTION

VV ITEM - GOVERNMENT FURNISHED /

GOVERNMENT INSTALLED

VC ITEM - GOVERNMENT FURNISHED /

CONTRACTOR INSTALLED

ELEVATION INDICATOR

WALL FINISH INDICATOR

CC ITEM - CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

N

View Name

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

A101

PARTITION / BARRIER - 1 HOUR SMOKE

PARTITION / BARRIER - 2 HOUR

A

DRAWING SYMBOLS PARTITION INDICATORS SCOPE INDICATORS

GENERAL PLAN NOTES

A. UNLESS NOTED OTHERWISE, ALL WORK SHOWN IS

FURNISHED AND INSTALLED BY CONTRACTOR.

B. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO

FINISHED FACE OF PARTITIONS (EXCLUDING

APPLIED FINISHES SUCH AS TILE) AND TO COLUMN

CENTER LINES.

C. EQUIPMENT AND FURNITURE IS SHOWN FOR

REFERENCE ONLY - REFER TO EQUIPMENT

SCHEDULE FOR LIST OF ITEMS INCLUDED IN THIS

CONTRACT.

D. REFER TO MECHANICAL, ELECTRICAL AND FIRE

PROTECTION DRAWINGS FOR ADDITIONAL WORK.

E. ALL PENETRATIONS THROUGH CEILING/FLOOR

ASSEMBLIES OR THROUGH RATED OR SMOKE

BARRIER ASSEMBLIES - EITHER CREATED BY

REMOVAL OF DEMOLISHED ITEMS OR DISCOVERED

DURING CONSTRUCTION - MUST BE SEALED AS

PART OF THE CONTRACT. ALL RATED

SEPARATIONS MUST MEET CURRENT CODE

REQUIREMENTS.

F. CONTRACTOR TO PROTECT ROOF DURING THE

DURATION OF THE PROJECT. CONTRACTOR TO

MAKE ANY REPAIRS TO ROOFING DAMAGED

DURING CONSTRUCTION. A QUALIFIED ROOFING

SUBCONTRACTOR IS REQUIRED TO MAKE THE

REPAIRS AND MAINTAIN THE WARRANTY.

G. PROVIDE TEMPORARY CONDITIONED AIR FOR

ZONES FED BY PARTICULAR UNIT. PROVIDE

THROUGH EXISTING FLOOR DUCTING FROM UNIT

SUPPLY OPENING. CONSTRUCT TEMPORARY

PLENUM TO TRANSFER CONDITIONED AIR FROM

GC-SUPPLIED GROUND-MOUNTED UNIT TO ZONED

SUPPLY DUCTS.

H. CONTRACTOR SHALL ACCESS ROOF FROM OUTSIDE

/ GRADE AND NOT THROUGH INSIDE VAMC SPACES.

COORDINATE LOCATION WITH COR.

I. PROVIDE TEMPORARY COOLING FOR PHARMACY AT

PHASE 1.

J. GC SHALL PROVIDE ALL POWER AND EQUIPMENT

NECESSARY FOR TEMPORARY AIR CONDITIONING.

POWER SHALL BE SUPPLIED BY GC PROVIDED

GENERATOR(S) OR AS OTHERWISE DEEMED BY THE

COR.

PHASING NOTES

PHASING:

THE GENERAL CONTRACTOR SHALL REVIEW THIS PROPOSED PHASING PLAN AND DEVELOP A JOINT PHASING PLAN WITH

THE VAMC TO MINIMIZE DISRUPTION TO VAMC-OCCUPIED SPACES.

THE FOLLOWING INFORMATION, WHICH IS A NON-INCLUSIVE LIST, SUGGESTS A GENERAL ORDER OF ACTIVITIES TO PHASE

THE PROJECT WHILE MINIMIZING DISRUPTION TO VAMC-OCCUPIED SPACES. THIS LIST OF ACTIVITIES IN NO WAY

INSTRUCTS THE CONTRACTOR IN TERMS OF WAYS, MEANS, AND METHODS OF CONSTRUCTION.

PHASE-1: UNIT/MECHANICAL ROOM 5.4:

1-1. INSTALL GC-SUPPLIED TEMPORARY COOLING UNIT AND ASSOCIATED TEMPORARY DUCTWORK FOR PHARMACY.

5 DAYS

1-2. REMOVE EXISTING SUPPLY SECTION OF THE AHU AND CONSTRUCT TEMPORARY PLENUM CONNECTED TO

GC-PROVIDED AHU ON GRADE TO SUPPLY ZONE WITH CONDITIONED AIR DURING WORK FOR THIS PHASE.

OVER THE COURSE OF A WEEKEND - MINIMAL DOWN-TIME

1-3. DEMOLITION LOUVERS, ASSOCIATED MASONRY, AND STUD/GWB PARTITION TO PROVIDE DEMOLITION REMOVAL

PATH OUT THE ENLARGED OPENING. PROVIDE TEMPORARY SHORING. 3 DAYS

1-4. DEMOLISH AHU AND ASSOCIATED DUCTWORK, ETC. 7 DAYS

1-5. INSTALL STRUCTURAL SUPPORTS FOR MASONRY VENEER. (CONCURRENT WITH 4 OR 6) 7 DAYS

1-6. INSTALL NEW AHU IN SECTIONS AND ASSOCIATED DUCTWORK. LEAVE SUPPLY SECTION UNINSTALLED UNTIL

SYSTEM IS NEARLY OPERATIONAL. 7 DAYS

1-7. REFRAME OPENINGS IN EXTERIOR BRICK-VENEER WALL. (PARTLY CONCURRENT WITH 6) 7 DAYS

1-8. INSTALL NEW LOUVER. 1 DAY

1-9. REMOVE TEMPORARY PLENUM AND TEMPORARY CONDITIONING. INSTALL AHU SUPPLY SECTION, CONNECT TO

LOUVER, AND ACTIVATE UNIT. OVER THE COURSE OF A WEEKEND - MINIMAL DOWN-TIME

1-10. REMOVE TEMPORARY COOLING UNIT FOR PHARMACY, AND REPAIR ALL FINISHES. 3 DAYS

1-11. TEST AND BALANCE OF NEW AHU SYSTEM. 5 DAYS

PHASE-2: UNIT/MECHANICAL ROOM 5.2:

2-1. REMOVE EXISTING SUPPLY SECTION OF THE AHU AND CONSTRUCT TEMPORARY PLENUM CONNECTED TO

GC-PROVIDED AHU ON GRADE TO SUPPLY ZONE WITH CONDITIONED AIR DURING WORK FOR THIS PHASE.

OVER THE COURSE OF A WEEKEND - MINIMAL DOWN-TIME

2-2. DEMOLITION LOUVERS, ASSOCIATED MASONRY, AND STUD/GWB PARTITIONS TO PROVIDE DEMOLITION REMOVAL

PATH OUT THE ENLARGED OPENING AND FOR NEW, ENLARGED OPENING FOR COILING DOOR. PROVIDE

TEMPORARY SHORING. 4 DAYS

2-3. DEMOLISH AHU AND ASSOCIATED DUCTWORK, ETC. 7 DAYS

2-4. INSTALL STRUCTURAL SUPPORTS FOR MASONRY VENEER. (CONCURRENT WITH 3 OR 5) 7 DAYS

2-5. INSTALL NEW AHU IN SECTIONS AND ASSOCIATED DUCTWORK. LEAVE SUPPLY SECTION UNINSTALLED UNTIL

SYSTEM IS NEARLY OPERATIONAL. 7 DAYS

2-6. REFRAME OPENINGS IN EXTERIOR BRICK-VENEER WALL. (PARTLY CONCURRENT WITH 5) 7 DAYS

2-7. INSTALL NEW LOUVER AND OVERHEAD COILING DOOR. 2 DAYS

2-8. REMOVE TEMPORARY PLENUM AND TEMPORARY CONDITIONING. INSTALL AHU SUPPLY SECTION, CONNECT TO

LOUVER, AND ACTIVATE UNIT. OVER THE COURSE OF A WEEKEND - MINIMAL DOWN-TIME

2-9. TEST AND BALANCE OF NEW AHU SYSTEM. 5 DAYS

PHASE-3: UNIT/MECHANICAL ROOM 5.1:

3-1. REMOVE EXISTING SUPPLY SECTION OF THE AHU AND CONSTRUCT TEMPORARY PLENUM CONNECTED TO

GC-PROVIDED AHU ON GRADE TO SUPPLY ZONE WITH CONDITIONED AIR DURING WORK FOR THIS PHASE.

OVER THE COURSE OF A WEEKEND - MINIMAL DOWN-TIME.

3-2. DEMOLITION LOUVERS, ASSOCIATED MASONRY, AND STUD/GWB PARTITION TO PROVIDE DEMOLITION REMOVAL

PATH OUT THE ENLARGED OPENING. PROVIDE TEMPORARY SHORING. 3 DAYS

3-3. DEMOLISH AHU AND ASSOCIATED DUCTWORK, ETC. 7 DAYS

3-4. INSTALL STRUCTURAL SUPPORTS FOR MASONRY VENEER. (CONCURRENT WITH 3 OR 5) 7 DAYS

3-5. INSTALL NEW AHU IN SECTIONS AND ASSOCIATED DUCTWORK. LEAVE SUPPLY SECTION UNINSTALLED UNTIL

SYSTEM IS NEARLY OPERATIONAL. 7 DAYS

3-6. REFRAME OPENINGS IN EXTERIOR BRICK-VENEER WALL. (PARTLY CONCURRENT WITH 5) 7 DAYS

3-7. INSTALL NEW LOUVER. 1 DAY

3-8. REMOVE TEMPORARY PLENUM AND TEMPORARY CONDITIONING. INSTALL AHU SUPPLY SECTION, CONNECT TO

LOUVER, AND ACTIVATE UNIT. OVER THE COURSE OF A WEEKEND - MINIMAL DOWN-TIME.

3-9. TEST AND BALANCE OF NEW AHU SYSTEM. 5 DAYS

PHASE-4: UNIT/MECHANICAL ROOM 5.3 (DEDUCT ALTERNATE):

4-1. REMOVE EXISTING SUPPLY SECTION OF THE AHU AND CONSTRUCT TEMPORARY PLENUM CONNECTED TO

GC-PROVIDED AHU ON GRADE TO SUPPLY ZONE WITH CONDITIONED AIR DURING WORK FOR THIS PHASE.

OVER THE COURSE OF A WEEKEND - MINIMAL DOWN-TIME.

4-2. DEMOLISH AHU AND ASSOCIATED DUCTWORK, ETC. 7 DAYS

4-3. INSTALL NEW AHU IN SECTIONS AND ASSOCIATED DUCTWORK. LEAVE SUPPLY SECTION UNINSTALLED UNTIL

SYSTEM IS NEARLY OPERATIONAL. 7 DAYS

4-4. REMOVE TEMPORARY PLENUM AND TEMPORARY CONDITIONING. INSTALL AHU SUPPLY SECTION, CONNECT TO

LOUVER, AND ACTIVATE UNIT. OVER THE COURSE OF A WEEKEND - MINIMAL DOWN-TIME.

4-5. TEST AND BALANCE OF NEW AHU SYSTEM. 5 DAYS

76X40

76X40

36"

A

A

'-0

36"

FIELD VERIFY EXISTING

SUPPLY DUCT SIZE.

MODIFY SUPPLY PLENUM

AS REQUIRED TO

CONNECT TO EXISTING

DUCTWORK.

FIELD VERIFY EXISTING

SUPPLY DUCT SIZE. MODIFY

SUPPLY PLENUM AS REQUIRED

TO CONNECT TO EXISTING

DUCTWORK.

CONNECT TO EXISTING

CONNECT TO EXISTING

36" ROUND DUCT TO TEMPORARY

COOLING UNIT LOCATED BELOW ON

GROUND. ROUTE DUCT THROUGH

EXISTING TEMPORARY DEMOLITION

OPENINGS AND CONNECT TO TEMPORARY

UNIT. REFER TO PHASING PLAN FOR

LOCATION OF TEMPORARY COOLING UNIT.

36" ROUND DUCT TO TEMPORARY COOLING UNIT

LOCATED BELOW ON GROUND. ROUTE DUCT

THROUGH EXISTING TEMPORARY DEMOLITION

OPENINGS AND CONNECT TO TEMPORARY UNIT.

REFER TO PHASING PLAN FOR LOCATION OF

TEMPORARY COOLING UNIT.

1 PHASING PLAN

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

5-T3

UNIT/MECH.

ROOM 5.4

ABOVE

o n e q u a r t e r i n c e f o o t o n e e i g h t h i n c e f o o t t h r e e e i g h t h s i n c e f o o t

F o n e h a l f i n c e f o o t

E o n e a n d o n e h a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t

D

C

B t h r e e i n c h e e f o o t

A

1 2 3 4

F E

5 6 7 8

D C

B

A F

E D

F E

F E

Revisions

Date:

Date:

Date:

Date:

Approved:

Approved:

Approved:

Approved:

Approved:

Approved:

Drawing Title

Approved:

Approved:

Approved:

Approved: Date:

Date:

Date:

Date:

Date:

Date:

Location

Building Number

Project Title

Checked

DRAWING NO.

Project No.

Drawn

Date

Dwg. of Date

Seal: Medical Center Director

Associate Medical Center

Chief of Staff

Infection Control

Director

Safety Manager

Operations Service Line

General Engineer

Service Line Manager

Manager

COTR

Service Line

BES DESIGN/BUILD, LLC

766 Middle Street

Fairhope, AL 36532

Phone: 251.990.5778

Fax: 251.990.3716

NORTH

PROJECT LOCATION

KEY PLAN

PROJECT LOCATION

BUILDING 5 KEY

PLAN

5.1

5.2

5.4

5.3

UNIT/MECH.

ROOM 5.2

ABOVE

UNIT/MECH. ROOM 5.1 ABOVE

UNIT/MECH.

ROOM

5.3

ABOVE

PHASE 2PHASE 3

PHASE 1PHASE 4

SCAFFOLD ACCESS STAIR TO ROOF.

CONTRACTOR SHALL ACCESS ROOF FROM

OUTSIDE / GRADE AND NOT THROUGH

INSIDE VAMC SPACES. COORDINATE

LOCATION WITH COR.

2 TEMPORARY COOLING SUPPLY PLENUM

SCALE: N.T.S.

5-T3

TEMPORARY COOLING OF

PHARMACY (PHASE - 1)

S U

E

T

D H L

C

GENERAL PLAN NOTES

A. UNLESS NOTED OTHERWISE, ALL WORK SHOWN IS

FURNISHED AND INSTALLED BY CONTRACTOR.

B. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO

FINISHED FACE OF PARTITIONS (EXCLUDING

APPLIED FINISHES SUCH AS TILE) AND TO COLUMN

CENTER LINES.

C. EQUIPMENT AND FURNITURE IS SHOWN FOR

REFERENCE ONLY - REFER TO EQUIPMENT

SCHEDULE FOR LIST OF ITEMS INCLUDED IN THIS

CONTRACT.

D. REFER TO MECHANICAL, ELECTRICAL AND FIRE

PROTECTION DRAWINGS FOR ADDITIONAL WORK.

E. ALL PENETRATIONS THROUGH CEILING/FLOOR

ASSEMBLIES OR THROUGH RATED OR SMOKE

BARRIER ASSEMBLIES - EITHER CREATED BY

REMOVAL OF DEMOLISHED ITEMS OR DISCOVERED

DURING CONSTRUCTION - MUST BE SEALED AS

PART OF THE CONTRACT. ALL RATED

SEPARATIONS MUST MEET CURRENT CODE

REQUIREMENTS.

F. CONTRACTOR TO PROTECT ROOF DURING THE

DURATION OF THE PROJECT. CONTRACTOR TO

MAKE ANY REPAIRS TO DAMAGED OCCURRED

DURING CONSTRUCTION. A QUALIFIED ROOFING

SUBCONTRACTOR IS REQUIRED TO MAKE THE

REPAIRS AND MAINTAIN THE WARRANTY.

G. SCAFFOLD ACCESS STAIR TO ROOF. CONTRACTOR

SHALL ACCESS ROOF FROM OUTSIDE / GRADE AND

NOT THROUGH INSIDE VAMC SPACES. COORDINATE

LOCATION WITH COR.

1 EXISTING ROOF PLAN

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

5-A1

EXISTING SKYLIGHT

5-A3

5-A5

5-A3

5-A5

5-A2

5-A4

5-A2

5-A4

5-A2

5-A4

5-A2

5-A4

5-A3

5-A5

CONTRACTOR TO BE AWARE AND TAKE CAUTION

AROUND GUIDE WIRE THAT IS ATTACHED TO

CHEMOTHERAPY EXHAUST PIPE.

o n e q u a r t e r i n c e f o o t o n e e i g h t h i n c e f o o t t h r e e e i g h t h s i n c e f o o t

F o n e h a l f i n c e f o o t

E o n e a n d o n e h a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t

D

C

B t h r e e i n c h e e f o o t

A

1 2 3 4

F E

5 6 7 8

D C

B

A F

E D

F E

F E

Revisions

Date:

Date:

Date:

Date:

Approved:

Approved:

Approved:

Approved:

Approved:

Approved:

Drawing Title

Approved:

Approved:

Approved:

Approved: Date:

Date:

Date:

Date:

Date:

Date:

Location

Building Number

Project Title

Checked

DRAWING NO.

Project No.

Drawn

Date

Dwg. of Date

Seal: Medical Center Director

Associate Medical Center

Chief of Staff

Infection Control

Director

Safety Manager

Operations Service Line

General Engineer

Service Line Manager

Manager

COTR

Service Line

BES DESIGN/BUILD, LLC

766 Middle Street

Fairhope, AL 36532

Phone: 251.990.5778

Fax: 251.990.3716

NORTH

PROJECT LOCATION

KEY PLAN

PROJECT LOCATION

BUILDING 5 KEY

PLAN

5.1

5.2

5.4

5.3

EXISTING AIR INTAKE ON

ROOF OF 5.3 MECH.

SCAFFOLD ACCESS

EXISTING WALKING MATS

A SEPARATE MEANS OF EGRESS

TO GRADE SHALL BE PROVIDED

BY THE GC. COORDINATE MEANS

AND LOCATION(S) WITH COR.

MECHANICAL

ROOM 5.4

MECHANICAL

ROOM 5.2

MECHANICAL

ROOM 5.3

MECHANICAL

ROOM 5.1

M

A S

O N

R Y

O

P E

N I N

G

S U

TS UT

D H L

DC

M

A S

O N

E

N I N

G

M

A S

O N

E

N I N

G

12'-2" MASONRY OPENING

F I E

L D

V

R

I F

Y

E

X T

E N

T

O

F

D

E M

O L

I T

I

Q

U I R

F

W

E

N I N

G

F I E

R

I F

Y

E

X T

E N

T

O

F

D

E M

O L

I T

I

Q

U I R

E

N I N

G

F I E

R

I F

Y

E

X T

E N

T

O

F

D

E M

O L

I T

I

Q

U I R

E

N I N

G

FIELD VERIFY EXTENT OF DEMOLITION

REQUIRED FOR NEW OPENING.

GENERAL DEMOLITION NOTES

A. ALL ITEMS SHOWN DASHED INDICATE ITEMS TO BE

DEMOLISHED OR SALVAGED. SEE SPECIFIC PLAN

NOTES FOR ADDITIONAL INFORMATION. REFER TO

MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS

FOR ADDITIONAL DEMOLITION NOTES.

B. DEPICTION OF EXISTING CONDITIONS BASED ON

OWNER- FURNISHED DOCUMENTS AND LIMITED FIELD

OBSERVATIONS. EXISTING ELEMENTS AND

CONDITIONS CONCEALED BY IN-PLACE EQUIPMENT

AND FINISHES WERE NOT OBSERVED OR

INVESTIGATED. FIELD VERIFY EXTENT OF DEMOLITION

REQUIRED FOR NEW OPENING. ONCE CUTTING AND

SELECTIVE DEMOLITION WORK IS COMPLETE, REPORT

ANY CONFLICTS TO DESIGNER. THE CONTRACTOR

SHALL MAKE ADJUSTMENTS AND/OR ALTERATIONS AS

NECESSARY TO INSTALL COMPLETE AND OPERABLE

SYSTEMS IN ACCORDANCE WITH THE CODES HAVING

JURISDICTION AT NO ADDITIONAL COST TO THE

GOVERNMENT.

C. ALL OPENINGS AND SURFACES MADE BARE BY

DEMOLITION AND/OR REMOVAL OF MATERIALS SHALL

BE REPAIRED AND/OR PATCHED TO MATCH ADJACENT

FINISH. PREPARE SURFACES TO RECEIVE NEW

FINISH(S).

D. CONTRACTOR TO DEVELOP AND PUBLISH INFECTION

CONTROL PLAN AND SAFETY PLAN FOR APPROVAL BY

COR PRIOR TO BEGINNING THEIR WORK.

E. INSTALL TEMPORARY DUST AND DEBRIS BARRIERS

AND VESTIBULES IN ACCORDANCE WITH AND AS

APPROVED IN THE INFECTION CONTROL PLAN.

TEMPORARY BARRIERS ARE NOT TO RESTRICT

REQUIRED MEANS OF EGRESS PATHS AND WIDTHS.

F. PROTECT AND MAINTAIN EXISTING FIRE STOPPING

AND EXISTING APPLIED FIREPROOFING. RESTORE TO

EXISTING RATING WHERE DAMAGED OR REMOVED AS

PART OF WORK.

G. PROVIDE TEMPORARY CONDITIONED AIR FOR ZONES

FED BY PARTICULAR UNIT. PROVIDE THROUGH

EXISTING FLOOR DUCTING FROM UNIT SUPPLY

OPENING. CONSTRUCT TEMPORARY PLENUM TO

TRANSFER CONDITIONED AIR FROM GC-SUPPLIED

GROUND-MOUNTED UNIT TO ZONED SUPPLY DUCTS.

DEMOLITION PLAN NOTES

1 EXISTING AHU TO BE REMOVED. REFER TO

MECHANICAL DRAWINGS FOR DETAILS. CONCRETE

MECHANICAL PAD TO REMAIN.

2 REMOVE EXISTING LOUVERS.

3 REMOVE EXISTING MASONRY, STUDS AND GYP.

BOARD AROUND STRUCTURAL COLUMNS .

4 REMOVE EXISTING MASONRY, STUDS, GYP. BOARD,

METAL DOOR AND FRAME FOR A NEW OPENING

FOR A COILING DOOR.

5 CONTRACTOR TO PROVIDE TEMPORARY SHORING

FOR EXISTING MASONRY ABOVE AREAS WHERE

LOUVERS, DOORS AND MASONRY ARE BEING

REMOVED.

6 PROVIDE OPENING IN ROOF FOR NEW HVAC INAKE.

REFER TO STRUCTURAL AND MECHANICAL. SEE

DETAIL 7/5-A6

X

LEGEND

DEMOLITION

EXISTING TO REMAIN

UT

F I E

R

I F

Y

F I E

R

I F

Y

FIELD VERIFY

FIELD

VERIFY

o n e q u a r t e r i n c e f o o t o n e e i g h t h i n c e f o o t t h r e e e i g h t h s i n c e f o o t

F o n e h a l f i n c e f o o t

E o n e a n d o n e h a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t

D

C

B t h r e e i n c h e e f o o t

A

1 2 3 4

F E

5 6 7 8

D C

B

A F

E D

F E

F E

Revisions

Date:

Date:

Date:

Date:

Approved:

Approved:

Approved:

Approved:

Approved:

Approved:

Drawing Title

Approved:

Approved:

Approved:

Approved: Date:

Date:

Date:

Date:

Date:

Date:

Location

Building Number

Project Title

Checked

DRAWING NO.

Project No.

Drawn

Date

Dwg. of Date

Seal: Medical Center Director

Associate Medical Center

Chief of Staff

Infection Control

Director

Safety Manager

Operations Service Line

General Engineer

Service Line Manager

Manager

COTR

Service Line

BES DESIGN/BUILD, LLC

766 Middle Street

Fairhope, AL 36532

Phone: 251.990.5778

Fax: 251.990.3716

NORTH

PROJECT LOCATION

KEY PLAN

PROJECT LOCATION

BUILDING 5 KEY

PLAN

5.1

5.2

5.4

5.3

ENLARGED MECHANICAL ROOM 5.3

DEMOLITION FLOOR PLAN

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

5-A2

ENLARGED MECHANICAL ROOM 5.2

DEMOLITION FLOOR PLAN

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

5-A2

ENLARGED MECHANICAL ROOM 5.1

DEMOLITION FLOOR PLAN

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

5-A2

ENLARGED MECHANICAL ROOM 5.4

DEMOLITION FLOOR PLAN

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

5-A2

1 11

DEMO

REMOVAL

PATH

DEMO REMOVAL

PATH

DEMO REMOVAL

PATH

ALTERNATE

DEMO

REMOVAL

PATH

5.2 5.4

5.3

5.1

3 5

3 5

3 5

3 5

PARTIAL ROOF DEMOLITION PLAN

MECHANICAL ROOM 5.2

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

5-A2

NOTE: FIELD VERIFY LOCATION OF

NEW OPENING AND COORDINATE

SIZE AND LOCATION WITH

MECHANICAL DUCTWORK.

GENERAL DEMOLITION NOTES

A. ALL ITEMS SHOWN DASHED INDICATE ITEMS TO BE

DEMOLISHED OR SALVAGED. SEE SPECIFIC NOTES

BELOW FOR ADDITIONAL INFORMATION. REFER TO

MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS

FOR ADDITIONAL DEMOLITION NOTES.

B. DEPICTION OF EXISTING CONDITIONS BASED ON

OWNER- FURNISHED DOCUMENTS AND LIMITED FIELD

OBSERVATIONS. EXISTING ELEMENTS AND

CONDITIONS CONCEALED BY IN-PLACE EQUIPMENT

AND FINISHES WERE NOT OBSERVED OR

INVESTIGATED. ONCE CUTTING AND SELECTIVE

DEMOLITION WORK IS COMPLETE, REPORT ANY

CONFLICTS TO DESIGNER. THE CONTRACTOR SHALL

MAKE ADJUSTMENTS AND/OR ALTERATIONS AS

NECESSARY TO INSTALL COMPLETE AND OPERABLE

SYSTEMS IN ACCORDANCE WITH THE CODES HAVING

JURISDICTION AT NO ADDITIONAL COST TO THE

GOVERNMENT.

C. ALL OPENINGS AND SURFACES MADE BARE BY

DEMOLITION AND/OR REMOVAL OF MATERIALS SHALL

BE REPAIRED AND/OR PATCHED TO MATCH ADJACENT

FINISH. PREPARE SURFACES TO RECEIVE NEW

FINISH(S).

D. CONTRACTOR TO DEVELOP AND PUBLISH INFECTION

CONTROL PLAN AND SAFETY PLAN FOR APPROVAL BY

COR PRIOR TO BEGINNING THEIR WORK.

E. INSTALL TEMPORARY DUST AND DEBRIS BARRIERS

AND VESTIBULES IN ACCORDANCE WITH INFECTION

CONTROL PLAN. TEMPORARY BARRIERS ARE NOT TO

RESTRICT REQUIRED MEANS OF EGRESS PATHS AND

WIDTHS.

F. PROTECT AND MAINTAIN EXISTING FIRE STOPPING AND

EXISTING APPLIED FIREPROOFING. RESTORE TO

EXISTING RATING WHERE DAMAGED OR REMOVED AS

PART OF WORK.

DEMOLITION NOTES

1 CONTRACTOR TO PROVIDE TEMPORARY SHORING

FOR EXISTING MASONRY WHERE LOUVER, DOORS,

AND MASONRY ARE BEING REMOVED.

2 REMOVE EXISTING LOUVERS.

3 REMOVE EXISTING METAL DOOR AND FRAME.

4 REMOVE EXISTING MASONRY, STUDS AND GYP.

BOARD. SALVAGE BRICK TO MAKE NEEDED

MODIFICATIONS TO OPENING. FIELD VERIFY EXTENT

OF DEMOLITION TO PERFORM WORK.

5 CAREFULLY REMOVE EXISTING MASONRY AND

RETAIN FOR REUSE. FIELD VERIFY EXTENT OF

DEMOLITION TO PERFORM WORK.

X o n e q u a r t e r i n c e f o o t o n e e i g h t h i n c e f o o t t h r e e e i g h t h s i n c e f o o t

F o n e h a l f i n c e f o o t

E o n e a n d o n e h a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t

D

C

B t h r e e i n c h e e f o o t

A

1 2 3 4

F E

5 6 7 8

D C

B

A F

E D

F E

F E

Revisions

Date:

Date:

Date:

Date:

Approved:

Approved:

Approved:

Approved:

Approved:

Approved:

Drawing Title

Approved:

Approved:

Approved:

Approved: Date:

Date:

Date:

Date:

Date:

Date:

Location

Building Number

Project Title

Checked

DRAWING NO.

Project No.

Drawn

Date

Dwg. of Date

Seal: Medical Center Director

Associate Medical Center

Chief of Staff

Infection Control

Director

Safety Manager

Operations Service Line

General Engineer

Service Line Manager

Manager

COTR

Service Line

BES DESIGN/BUILD, LLC

766 Middle Street

Fairhope, AL 36532

Phone: 251.990.5778

Fax: 251.990.3716

NORTH

PROJECT LOCATION

KEY PLAN

PROJECT LOCATION

BUILDING 5 KEY

PLAN

5.1

5.2

5.4

5.3

PARTIAL EXISTING EAST ELEVATION MECH. ROOM 5.4 AND 5.2

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

5-A3

PARTIAL EXISTING NORTH ELEVATION MECH. ROOM 5.1

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

5-A3

274.00

SECOND

FLOOR

260.5

FIRST

FLOOR

274.00

SECOND

FLOOR

260.5

FIRST

FLOOR

EXISTING PENTHOUSE ELEVATION AT ROOM 5.3

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

5-A3

274.00

PENTHOUSE

FLOOR

2 2 2 2

4 4

MECH. ROOM 5.4 MECH. ROOM 5.2

S U

TS UT

D H L

DC

H

S S

H

S S

H

S S

H

S S

H

S S

H

S S

℄ HSS ℄ HSS

A. UNLESS NOTED OTHERWISE, ALL WORK SHOWN IS

FURNISHED AND INSTALLED BY CONTRACTOR.

B. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO

FINISHED FACE OF PARTITIONS (EXCLUDING

APPLIED FINISHES SUCH AS TILE) AND TO COLUMN

CENTER LINES.

C. EQUIPMENT AND FURNITURE IS SHOWN FOR

REFERENCE ONLY - REFER TO EQUIPMENT

SCHEDULE FOR LIST OF ITEMS INCLUDED IN THIS

CONTRACT.

D. REFER TO MECHANICAL, ELECTRICAL AND FIRE

PROTECTION DRAWINGS FOR ADDITIONAL WORK.

E. ALL PENETRATIONS THROUGH CEILING/FLOOR

ASSEMBLIES OR THROUGH RATED OR SMOKE

BARRIER ASSEMBLIES - EITHER CREATED BY

REMOVAL OF DEMOLISHED ITEMS OR DISCOVERED

DURING CONSTRUCTION - MUST BE SEALED AS

PART OF THE CONTRACT. ALL RATED

SEPARATIONS MUST MEET CURRENT CODE

REQUIREMENTS.

F. CONTRACTOR TO PROTECT ROOF DURING THE

DURATION OF THE PROJECT. CONTRACTOR TO

MAKE ANY REPAIRS TO DAMAGED OCCURRED

DURING CONSTRUCTION. A QUALIFIED ROOFING

SUBCONTRACTOR IS TO MAKE THE REPAIRS AND

MAINTAIN THE WARRANTY.

G. SHADED AREAS SUGGEST APPROXIMATE AREA OF

WORK. FIELD VERIFY.

1 NEW AHU EQUIPMENT. REFER TO MECHANICAL

DRAWINGS FOR DETAILS.

2 PROVIDE OPENING FOR NEW ROOF HOOD. REFER

TO STRUCTURAL DRAWINGS FOR DETAILS.

COORDINATE WITH MECH. FOR SIZE.

3 PROVIDE 10' WIDE X 7' HIGH OPENING FOR NEW

COILING DOOR.

4 EXTEND CONCRETE STEP FOR NEW OPENING.

MATCH EXISTING.

5 INSTALL NEW METAL LOUVER TO FIT NEW

OPENING.

6 INSTALL METAL FRAMING AND GYP BOARD

AROUND EXISTING STRUCTURAL COLUMN TO

PROVIDE A ONE HOUR RATING. REPAIR ANY

DAMAGED SPRAY-ON FIRE-PROOFING.

X o n e q u a r t e r i n c e f o o t o n e e i g h t h i n c e f o o t t h r e e e i g h t h s i n c e f o o t

F o n e h a l f i n c e f o o t

E o n e a n d o n e h a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t

D

C

B t h r e e i n c h e e f o o t

A

1 2 3 4

F E

5 6 7 8

D C

B

A F

E D

F E

F E

Revisions

Date:

Date:

Date:

Date:

Approved:

Approved:

Approved:

Approved:

Approved:

Approved:

Drawing Title

Approved:

Approved:

Approved:

Approved: Date:

Date:

Date:

Date:

Date:

Date:

Location

Building Number

Project Title

Checked

DRAWING NO.

Project No.

Drawn

Date

Dwg. of Date

Seal: Medical Center Director

Associate Medical Center

Chief of Staff

Infection Control

Director

Safety Manager

Operations Service Line

General Engineer

Service Line Manager

Manager

COTR

Service Line

BES DESIGN/BUILD, LLC

766 Middle Street

Fairhope, AL 36532

Phone: 251.990.5778

Fax: 251.990.3716

NORTH

PROJECT LOCATION

KEY PLAN

PROJECT LOCATION

BUILDING 5 KEY

PLAN

5.1

5.2

5.4

5.3

ENLARGED MECHANICAL ROOM 5.3

FLOOR PLAN

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

5-A4

ENLARGED MECHANICAL ROOM 5.2

FLOOR PLAN

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

5-A4

ENLARGED MECHANICAL ROOM 5-4

FLOOR PLAN

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

5-A4

ENLARGED MECHANICAL ROOM 5.1

FLOOR PLAN

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

5-A4

5-A6

PARTIAL ROOF PLAN ROOM 5.2

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

5-A4

5-A6

5-A6

5-A6

5-A6

NOTE: FIELD VERIFY LOCATION OF

NEW OPENING AND COORDINATE

SIZE AND LOCATION WITH

MECHANICAL DUCTWORK.

TYP.

TYP.

5-A6

HEAD SILL

GENERAL DRAWING NOTES

A. UNLESS NOTED OTHERWISE, ALL WORK SHOWN IS

FURNISHED AND INSTALLED BY CONTRACTOR.

B. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO

FINISHED FACE OF PARTITIONS (EXCLUDING

APPLIED FINISHES SUCH AS TILE) AND TO COLUMN

CENTER LINES.

C. EQUIPMENT AND FURNITURE IS SHOWN FOR

REFERENCE ONLY - REFER TO EQUIPMENT

SCHEDULE FOR LIST OF ITEMS INCLUDED IN THIS

CONTRACT.

D. REFER TO MECHANICAL, ELECTRICAL AND FIRE

PROTECTION DRAWINGS FOR ADDITIONAL WORK.

E. ALL PENETRATIONS THROUGH CEILING/FLOOR

ASSEMBLIES OR THROUGH RATED OR SMOKE

BARRIER ASSEMBLIES - EITHER CREATED BY

REMOVAL OF DEMOLISHED ITEMS OR

DISCOVERED DURING CONSTRUCTION - MUST BE

SEALED AS PART OF THE CONTRACT. ALL RATED

SEPARATIONS MUST MEET CURRENT CODE

REQUIREMENTS.

F. CONTRACTOR TO PROTECT ROOF DURING THE

DURATION OF THE PROJECT. CONTRACTOR TO

MAKE ANY REPAIRS TO DAMAGED OCCURRED

DURING CONSTRUCTION. A QUALIFIED ROOFING

SUBCONTRACTOR IS TO MAKE THE REPAIRS AND

MAINTAIN THE WARRANTY.

ELEVATION NOTES

1 INSTALL NEW 10' WIDE X 7' HIGH METAL COILING

DOOR IN NEW OPENING.

2 REPAIR/TUCKPOINT BRICK MASONRY AT

OPENING. MATCH EXISTING BRICK AND MORTAR

IN COLOR AND PROFILE.

3 INSTALL NEW 4" METAL LOUVER IN NEW

OPENING. VERIFY SIZE IN FIELD.

4 REFER TO STRUCTURAL DRAWINGS FOR

FRAMING DETAILS AND LINTEL DETAILS.

5 INSTALL SALVAGED BRICK AT LINTEL. MATCH

EXISTING MORTAR SIZE AND COLOR.

X o n e q u a r t e r i n c e f o o t o n e e i g h t h i n c e f o o t t h r e e e i g h t h s i n c e f o o t

F o n e h a l f i n c e f o o t

E o n e a n d o n e h a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t

D

C

B t h r e e i n c h e e f o o t

A

1 2 3 4

F E

5 6 7 8

D C

B

A F

E D

F E

F E

Revisions

Date:

Date:

Date:

Date:

Approved:

Approved:

Approved:

Approved:

Approved:

Approved:

Drawing Title

Approved:

Approved:

Approved:

Approved: Date:

Date:

Date:

Date:

Date:

Date:

Location

Building Number

Project Title

Checked

DRAWING NO.

Project No.

Drawn

Date

Dwg. of Date

Seal: Medical Center Director

Associate Medical Center

Chief of Staff

Infection Control

Director

Safety Manager

Operations Service Line

General Engineer

Service Line Manager

Manager

COTR

Service Line

BES DESIGN/BUILD, LLC

766 Middle Street

Fairhope, AL 36532

Phone: 251.990.5778

Fax: 251.990.3716

NORTH

PROJECT LOCATION

KEY PLAN

PROJECT LOCATION

BUILDING 5 KEY

PLAN

5.1

5.2

5.4

5.3

PARTIAL EAST ELEVATION MECH. ROOM 5.2 AND 5.4

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

5-A5

PARTIAL NORTH ELEVATION MECH ROOM 5.1

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

5-A5

274.00

SECOND

FLOOR

260.50

FIRST

FLOOR

274.00

SECOND

FLOOR

260.50

FIRST

FLOOR

274.00

PENTHOUSE

FLOOR

PENTHOUSE ELEVATION AT ROOM 5.3

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

5-A5

5-A6

5-A6

5-A6

5-A6

5-A6

5-A6

5-A6

5-A6

5-A6

5-A6

5-A6

5-A6

NEW PVC ROOF MEMBRANE

SEAL

EXISTING PVC

EXISTING STEEL BEAM

EXISTING METAL DECK

ATTACH PER MANUFACTURER

INTAKE HOOD

1 1/2" MIN WELD

MEMBRANE

METAL BAR

ANCHOR

ROOF MEMBRANE

METAL FLASHING

8"

ATTACHED IN FIELD

CONTINUOUS ANGLE

SHIM

LOUVER

BIRD SCREEN

N E

W

CONTINUOUS

SEALANT

E X

I S

T I N

G

M A

S O

N R

Y

O

P E

N I N

G

T

M

A T

C H

X I S

T I N

G

WEEPS

N E

W E

X I S

T I N

G

℄ HSS℄ COL

GWB (TYPE-X)

HSS BEAM

SELF SEALING

MEMBRANE

FLASHING

METAL

FLASHING

SEALANT

BACKER ROD

TERMINATION

BAR

℄ BEAM

(PT) WOOD BLOCKING

LOUVER

BIRD SCREEN

ATTACHED IN FIELD

CONTINUOUS ANGLE

MEMBRANE FLASHING

TURN UP FLASHING AT ENDS

MTL STUD

GWB (TYPE-X)

℄ COL

METAL FLASHING PAN OR DRIP AND

TURN UP AT ENDS TO CREATE END DAMS

WEEPS

LOUVER SILL PAN

SEALANT AND BACKER ROD

CAST STONE SILL

SELF SEALING

TO CREATE END DAMS

SOLDER AND SEAL (TYP AT ALL END DAMS)

℄ BEAM

℄ HSS

PRESSURE TREATED

HM FRAME

ANCHORS

GWB (TYPE-X)

S

℄ HSS BEAM

E X

I S

T I N

G

N E

W

E X

I S

T I N

G N

E W

METAL FLASHING

TERMINATION

BAR

SEAM

WEEPS

COILING DOOR HEAD

SELF SEALING

MEMBRANE FLASHING

℄ HSS POST

CONTINUOUS

SEALANT

EXISTING SLAB

NEW CONCRETE STEP

S

EXISTING PVC

HM DOOR SILL

CMU SILL

FULLY GROUTED

TO MATCH EXISTING

NEW PVC ROOF MEMBRANE

BEYOND

HM JAMB

ASSEMBLY

EXISTING ROOF

FRAME BEYOND

COILING DOOR

COILING DOOR WITH

WITH WEATHER SEAL

1 2

1 2

F V

3 8

1"

1"

1 4

2"

MATCH JAMB DIMENSION

METAL FLASHING PAN WITH DRIP

ROOF MEMBRANE

1 1/2" MIN WELD

8"

SEALANT W/ BACKER ROD

SELF SEALING MEMBRANE FLASHING

AROUND OPENING. TURN UP AT ENDS

TO CREATE END DAMS.

℄ HSS POST

℄ HSS BEAM

NEW METAL STUD FRAMING

SEALANT AND BACKER ROD

8" NOMINAL

EXISTING

℄ HSS

℄ HSS

MASONRY OPENING

SEAM

NEW

F E

I

R

I F

Y

EXISTINGNEW

EXISTING

GWB (TYPE-X)

LOUVER

SEALANT AND

BACKER ROD

CAST MASONRY SILL BELOW

BIRD SCREEN

HSS POST

SELF SEALING

MEMBRANE

FLASHING ALL

AROUND OPENING

NEW SHEATHING

AND AIR INFILTRATION

BARRIER (TYP ALL DTLS)

EXISTING SHEATHING

AND AIR INFILTRATION

BARRIER (TYP ALL DTLS)

EXISTING THERMAL INSULATION

W/ VAPOR BARRIER

℄ COL

1 2

GWB (TYPE-X)

CAST STONE SILL WITHIN

WALL (SHOWN DASHED)

PT WOOD

BLOCKING

S L O

P E

5"

℄ BEAM

EXISTING WALL ASSEMBLY

GENERAL NOTES

A. ENSURE VAPOR BARRIER AND AIR INFILTRATION

BARRIER ARE CONTINUOUS AND FULLY CONTINUOUS

FROM NEW TO EXISTING WALL ASSEMBLY.

B. FIELD VERIFY EXTENT OF DEMOLITION AND

RECONSTRUCTION NECESSARY TO PERFORM WORK.

C. SEE STRUCTURAL DRAWINGS FOR STEEL SIZE.

HM FRAME

SEALANT AND BACKER ROD

COILING DOOR JAMB

JAMB ANCHORS

FIELD VERIFY EXTENT OF WORK

EXISTING

S

SELF SEALING MEMBRANE

FLASHING ALL AROUND OPENING

℄ HSS

MASONRY OPENING

SEAM

PER MANUFACTURER

NEW

F I E

R

I F

Y

EXISTING NEW

S L O

P E

D O

W N

S L O

P E

D O

W N

T H

I C

K N

E S

S

O

F

E

X I S

T I N

G

F R

A M

E

D

E P

M

A T

C H

5 8

3 8

EXISTING THERMAL

INSULATION W/

VAPOR BARRIER

GWB (TYPE-X)

℄ COL

B

E A

M

EXISTING COLUMN

WITH SPRAY-ON

FIRE PROOFING

2"

5"

FIELD VERIFY

HM SILL BELOW

P A

R T

I T

I O

N

F

I E

R

I F

Y

NEW GWB (TYP-X) AND

METAL FRAMING

PT WOOD BLOCKING

H

S

S

T

1 2

COORDINATE DIM

W/ COILING DOOR

OFFSET

o n e q u a r t e r i n c e f o o t o n e e i g h t h i n c e f o o t t h r e e e i g h t h s i n c e f o o t

F o n e h a l f i n c e f o o t

E o n e a n d o n e h a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t

D

C

B t h r e e i n c h e e f o o t

A

1 2 3 4

F E

5 6 7 8

D C

B

A F

E D

F E

F E

Revisions

Date:

Date:

Date:

Date:

Approved:

Approved:

Approved:

Approved:

Approved:

Approved:

Drawing Title

Approved:

Approved:

Approved:

Approved: Date:

Date:

Date:

Date:

Date:

Date:

Location

Building Number

Project Title

Checked

DRAWING NO.

Project No.

Drawn

Date

Dwg. of Date

Seal: Medical Center Director

Associate Medical Center

Chief of Staff

Infection Control

Director

Safety Manager

Operations Service Line

General Engineer

Service Line Manager

Manager

COTR

Service Line

BES DESIGN/BUILD, LLC

766 Middle Street

Fairhope, AL 36532

Phone: 251.990.5778

Fax: 251.990.3716

7 ROOF CURB DETAIL

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

5-A6

4 COILING DOOR HEAD

5-A6

SCALE: 3" = 1' - 0"

LOUVER HEAD DETAIL

SCALE: 3" = 1' - 0"

5-A6

LOUVER SILL DETAIL

SCALE: 3" = 1' - 0"

5-A6

COILING DOOR JAMB DETAIL

SCALE: 3" = 1' - 0"

5-A6

LOUVER JAMB DETAIL

SCALE: 3" = 1' - 0"

5-A6

COILING DOOR SILL

SCALE: 3" = 1' - 0"

5-A6

MAINTAIN INTEGRITY OF WALL

ASSEMBLY AND WEATHER BARRIER

FIELD VERIFY EXISTING CONDITIONS

AND CONSULT WITH ARCHITECT ON

DETAILING SILL

GENERAL REQUIREMENTS

1. WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY TO ALL SIMILAR

CONDITIONS.

2. COORDINATE ALL LIMITS AND DEPTHS OF DEPRESSIONS FOR FLOOR FINISHES WITH ARCHITECTURAL

DRAWINGS AND SCHEDULES. LIMITS SHOWN ON STRUCTURAL DRAWINGS ARE SCHEMATIC.

3. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC.

SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

4. DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS SHOWN ON PLANS.

5. CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN HEREIN

WITH ARCHITECTURAL PLANS, SECTIONS, AND DETAILS PRIOR TO CONSTRUCTION OR MATERIAL

PURCHASE AND SHALL NOTIFY ARCHITECT IN WRITING OF DISCREPANCIES. SEE ARCHITECTURAL

DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS NOT SHOWN HEREIN.

6. WHERE SPECIFIED, SIMPSON OR HILTI ANCHORING SYSTEMS SHALL BE INSTALLED IN STRICT

ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. SPECIAL ATTENTION SHALL BE GIVEN

TO THE DRILLING, CLEANING, AND PREPARATION OF HOLES. WHERE ADHESIVE ANCHORS ARE SHOWN, SPECIAL ATTENTION SHALL BE GIVEN TO THE REQUIRED MIXING, APPLICATION, AND CURING TIME OF

ADHESIVE TYPE SPECIFIED.

7. DIMENSIONS INDICATED RELATIVE TO EXISTING STRUCTURE ARE APPROXIMATE AND SHALL BE FIELD

VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION OR MATERIALS PURCHASE. CONTRACTOR

SHALL NOTIFY ARCHITECT IN WRITING OF DISCREPANCIES.

STRUCTURAL STEEL

1. APPLICABLE STRUCTURAL STEEL CODES:

A. AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, 14TH EDITION

B. AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES

2. MATERIALS:

"W" SHAPES ASTM A992, GRADE 50

STEEL TUBING ASTM A500, GRADE B, Fy = 46 KSI

STEEL PIPE ASTM A500, GRADE B, Fy = 42 KSI

ALL OTHER ASTM A36

ANCHOR BOLTS ASTM A307

HIGH STRENGTH BOLTS ASTM A325

ANCHOR RODS ASTM F1554, GRADE 36

WELDING ELECTRODES E70 SERIES

3. ALL STEEL FABRICATION AND ERECTION SHALL BE PERFORMED BY AN APPROVED FABRICATOR OR

ERECTOR SUCH THAT QUALITY ASSURANCE INSPECTIONS MAY BE WAIVED AS STATED IN AISC 360

CHAPTER N7.

4. ALL SHEAR AND TENSION TYPE BOLTED CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER ASTM

A325X HIGH STRENGTH BOLTS. DESIGN TORQUE TO BE DEVELOPED USING LOAD INDICATOR WASHERS

OR LOAD INDICATOR TYPE BOLTS. INSTALL AS PER MANUFACTURER'S PUBLISHED INSTRUCTIONS. ALL

OTHER BOLTED CONNECTIONS MAY BE MADE WITH ASTM A307 BOLTS AND WASHERS.

5. STEEL FRAMING ERECTION INCLUDING ALL BOLTED AND WELDED CONNECTIONS, BRACING, AND

ANCHORAGES SHALL BE COMPLETED AND PLUMB PRIOR TO PLACEMENT OF DECK.

6. TOP OF STEEL ELEVATION MEASURED FROM MAIN FINISHED FLOOR UNLESS NOTED AS (-2 1/2") ETC.

7. NON-SHRINK, NON-METALLIC GROUT WITH A 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI SHALL BE

USED UNDER BASE PLATES.

8. ENGINEER SHALL BE CONTACTED FOR APPROVAL OF ANY FIELD MODIFICATIONS OF ANCHOR BOLTS OR

RODS AND COLUMN BASE PLATES.

9. TEMPORARY BRACING OF STEEL STRUCTURAL ELEMENTS IS THE RESPONSIBILITY OF THE

CONTRACTOR. STRUCTURAL STABILITY SHALL BE MAINTAINED AT ALL TIMES DURING THE ERECTION

PROCESS.

10. FRAMING CONNECTIONS NOT DETAILED, OR CONNECTIONS THAT ARE MODIFIED FROM THOSE DETAILED

SHALL BE DESIGNED BY SUPPLIER FOR THE END REACTION SHOWN ON THE PLAN. IF NO REACTION IS

PROVIDED, CONNECTIONS SHALL BE DESIGNED FOR 1/2 THE BEAM MAXIMUM UNIFORM LOAD PER AISC

MANUAL FOR STEEL CONSTRUCTION.

11. SHOP CONNECTIONS SHALL BE WELDED OR HIGH STRENGTH BOLTED. USE 3/16" FILLET WELD MINIMUM.

12. FIELD CONNECTIONS SHALL BE WELDED OR HIGH STRENGTH BOLTED AS DETAILED. NO FIELD WELDING

OF HOT-DIPPED GALVANIZED MEMBERS IS ALLOWED. USE 3/16" FILLET WELD MINIMUM.

13. SUBMIT FOR REVIEW SHOP DRAWINGS OF STEEL DETAILS PRIOR TO FABRICATING STRUCTURAL STEEL.

14. ALL BRICK SHELF ANGLES SHALL BE HOT-DIPPED GALVANIZED.

15. ALL EXTERIOR ELEMENTS AND THOSE ELEMENTS NOTED TO BE GALVANIZED SHALL BE HOT-DIPPED

GALVANIZED IN ACCORDANCE WITH ASTM A123 AFTER SANDBLAST CLEANING PER SSPC-SP10. USE

ASTM A325 BOLTS HOT DIPPED GALVANIZED WITH GALVANIZED HARDENED WASHERS AND GALVANIZED

HEAVY HEX NUTS FOR BOLTING OF GALVANIZED ITEMS.

16. STEEL COLUMNS, BASE PLATES, AND ALL STEEL BELOW GRADE SHALL HAVE A MINIMUM 3" CONCRETE

COVER PROTECTION.

BUILDING CODE

2012 INTERNATIONAL BUILDING CODE

GRAVITY LOADS (ASCE 7-10)

1. ROOF LIVE LOADS:

A. UNIFORMLY DISTRIBUTED LIVE LOADS:

TYPICAL ROOF.............................................. 20 PSF

3. SUPERIMPOSED DEAD LOADS:

A. UNIFORMLY DISTRIBUTED DEAD LOADS:

ROOF............................................................. 50 PSF

MECHANICAL ROOF HOOD WEIGHT:

F A B R A H O O D - G R A V I T Y I N T A K E

MODEL FGI.................................................. 252 LBS

SNOW LOADS (ASCE 7-10)

GROUND SNOW LOAD, Pg = 5 PSF (Ct=1.0)

WIND LOADS (ASCE 7-10)

BASIC WIND SPEED = 120 MPH

RISK CATEGORY = IV

MWFRS EXPOSURE = B

GCp = ± 0.18

SEISMIC CRITERIA (IBC 2012/ASCE 7-10)

RISK CATEGORY = IV

IMPORTANCE FACTOR = 1.50

DESIGN CATEGORY = C

SITE CLASS = D

Ss = 0.170 g

S1 = 0.084 g

SDS = 0.181 g

SD1 = 0.134 g

SEISMIC FORCE RESISTING SYSTEM:

EXISTING STRUCTURE - NOT MODIFIED

STRUCTURAL DESIGN CRITERIA

STRUCTURAL ABBREVIATIONS

GENERAL STRUCTURAL NOTES

R O

O F

W A

L L

S

40.3

28.9

25.4 27.7

23.9 26.2

35.7

33.4

30.2

22.1

COMPONENTS & CLADDING

WIND PRESSURES (PSF)

16.0

16.0 24.4

25.1

26.0

26.7

ZONE

AREA (SF)

+P -P

100 27.7

100 22.7 24.9

500 19.9 22.1

66.2

33.2

19.0

52.0

67.4

40.5

28.9

55.8

16.0

16.0 28.9

33.7

40.0

44.8

39.6

38.6

37.9

16.0

16.0

26.7

OVERHANG

OVERHANG

(#) QUANTITY

AB ANCHOR BOLT

ABV. ABOVE

ADD'L ADDITIONAL

AFF ABOVE FINISHED FLOOR

ARCH. ARCHITECTURAL

BFF BELOW FINISHED FLOOR

BP BASE PLATE

BRG. BEARING

C CHANNEL

CJ CONTROL JOINT

CL CENTER LINE/ COLUMN

GRID LINE

CLR. CLEAR

CONC. CONCRETE

COL COLUMN

DIA. or Ø DIAMETER

DIAG. DIAGONAL

DL DEAD LOAD

E.F. EACH FACE

ELEV. ELEVATION

E.S. EACH SIDE

E.W. EACH WAY

EXIST. EXISTING

FFE FINISH FLOOR ELEVATION

FIN. FLR. FINISHED FLOOR

FT. or ' FEET

FTG. FOOTING

GALV. GALVANIZED

GA. GAUGE

GB GRADE BEAM

HORIZ. HORIZONTAL

HSS HOLLOW STRUCTURAL

SECTION

IN. or " INCH

JST. JOIST

K KIPS

KSI KIPS PER SQUARE INCH

L ANGLE

LBS. POUNDS

LG. LONG

LL LIVE LOAD

LLV LONG LEG VERTICAL

LLH LONG LEG HORIZONTAL

LSL LAMINATED STRAND LUMBER

LVL LAMINATED VENEER LUMBER

MAX MAXIMUM

MIN. MINIMUM

M.O. MASONRY OPENING

O.C. ON CENTER

PC. PIECE

PL. PLATE

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSL PARALLEL STRAND LUMBER

P.T. PRESSURE TREATED

REINF. REINFORCEMENT

SJ SAW JOINT

SPF SPRUCE/PINE/FIR

SYP SOUTHERN YELLOW PINE

T&B TOP & BOTTOM

TBR TO BE REMOVED

TJI iLEVEL TRUS JOIST

T.O.S. TOP OF STEEL

T.O.F. TOP OF FOOTING

TR TO REMAIN

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

W.P. WORK POINT

WF WIDE FLANGE

WL WIND LOAD

WWF WELDED WIRE FABRIC

W/ WITH

16.0

16.0

16.0

16.0

16.0

16.0

ZONE 2

ZONE 5

ZONE 3

a = 2.6 FT

FLAT ROOF:

ZONE 1

ZONE 4

25.4

23.9

22.7

19.9

26.7

STRUCTURAL SPECIAL INSPECTIONS

1. SPECIAL STRUCTURAL TESTS AND INSPECTIONS SHALL BE PERFORMED ON THIS PROJECT IN

ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 17 OF THE 2012 INTERNATIONAL BUILDING CODE

(IBC). THE FOLLOWING DOCUMENTS HAVE BEEN PREPARED FOR THIS PROJECT AS A PART OF THESE

CONSTRUCTION DOCUMENTS:

A. STATEMENT OF SPECIAL INSPECTIONS

B. SCHEDULE OF SPECIAL INSPECTIONS

C. STATEMENT OF SPECIAL INSPECTIONS REQUIREMENTS FOR WIND RESISTANCE

D. STATEMENT OF SPECIAL INSPECTIONS REQUIREMENTS FOR SEISMIC RESISTANCE

2. SPECIAL STRUCTURAL TESTS AND INSPECTIONS SHALL BE PERFORMED BY AN AGENCY SELECTED BY

THE CONTRACTOR AND APPROVED BY THE ENGINEER OF RECORD. THE AGENCY SHALL MEET ALL OF

THE REQUIREMENTS FOR APPROVAL INDICATED IN 2012 IBC SECTION 1703.1. SPECIAL INSPECTORS

SHALL BE QUALIFIED PERSONS WHO SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE

BUILDING OFFICIAL FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION

REQUIRING SPECIAL INSPECTION.

3. THE CONTRACTOR SHALL COORDINATE THE INSPECTION SERVICES IN ACCORDANCE WITH THE

PROGRESS OF THE WORK. THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE TO THE INSPECTOR

TO ALLOW PROPER SCHEDULING OF PERSONNEL.

4. ALL REPORTS AND SHOP CERTIFICATION OF SPECIAL INSPECTIONS TO BE PERFORMED ON THE PREMISES

OF A FABRICATOR'S SHOP SHALL BE SUBMITTED TO THE CONTRACTOR. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DISTRIBUTING THESE REPORTS TO THE SPECIAL INSPECTOR, THE ARCHITECT, AND

THE ENGINEER OF RECORD IN A TIMELY MANNER.

5. THE COSTS OF THE SPECIAL INSPECTOR'S SERVICES SHALL BE PAID FOR BY THE OWNER.

6. SPECIAL INSPECTORS SHALL KEEP A RECORD OF ALL INSPECTIONS PERFORMED. COPIES OF ALL

INSPECTIONS SHALL BE FURNISHED TO THE BUILDING OFFICIAL, THE ARCHITECT, AND THE ENGINEER OF

RECORD WITHIN 48 HOURS OF THE INSPECTION.

7. REPORTS SHALL INDICATE THAT THE WORK WAS PERFORMED AND CONSTRUCTED IN ACCORDANCE WITH

THE CONTRACT DOCUMENTS. WORK NOT IN CONFORMANCE SHALL BE IDENTIFIED IN THE REPORT AND

SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR.

8. A FINAL REPORT OF INSPECTIONS DOCUMENTING REQUIRED SPECIAL INSPECTIONS, INCLUDING ANY

DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL, THE

ARCHITECT, AND THE ENGINEER OF RECORD PRIOR TO COMPLETION OF THE STRUCTURAL SYSTEMS BUT

AT A FREQUENCY NOT TO EXCEED 60 DAYS.

GENERAL NOTES

o n e q u a r t e r i n c e f o o t o n e e i g h t h i n c e f o o t t h r e e e i g h t h s i n c e f o o t

F o n e h a l f i n c e f o o t

E o n e a n d o n e h a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t

D

C

B t h r e e i n c h e e f o o t

A

1 2 3 4

F E

5 6 7 8

D C

B

A F

E D

F E

F E

Revisions

Date:

Date:

Date:

Date:

Approved:

Approved:

Approved:

Approved:

Approved:

Approved:

Drawing Title

Approved:

Approved:

Approved:

Approved:

Date:

Date:

Date:

Date:

Date:

Date:

Location

Building Number

Project Title

Checked

DRAWING NO.

Project No.

Drawn

Date

Dwg. of Date

Seal: Medical Center Director

Associate Medical Center

Chief of Staff

Infection Control

Director

Safety Manager

Operations Service Line

General Engineer

Service Line Manager

Manager

COTR

Service Line

BES DESIGN/BUILD, LLC

766 Middle Street

Fairhope, AL 36532

Phone: 251.990.5778

Fax: 251.990.3716

NORTH

PROJECT LOCATION

KEY PLAN

PROJECT LOCATION

BUILDING 5 KEY

PLAN

5.1

5.2

5.4

5.3

5-S1

1 3

GENERAL

STRUCTURAL NOTES

T US

T US

DC

LHD

L5x5x

LINTEL

L x x

I N

T E

L

TYP.

TYP.

TYP.

MECHANICAL ROOF HOOD,

COORDINATE W/ MEP FOR

EXACT DIMENSIONS

H S

S x x

A

D E

R

H S

S x x

A

D E

R

HSS 6x4x

HEADER

HSS 6x6x

, TYP.

HSS 6x6x

, TYP.

HSS 6x6x

, TYP.

W x

TYP.

W x

ENLARGED MECHANICAL

ROOM 5.1 PLAN

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

ENLARGED MECHANICAL

ROOM 5.3 PLAN

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

ENLARGED MECHANICAL

ROOM 5.2 PLAN

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

ENLARGED MECHANICAL

ROOM 5.4 PLAN

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

A

5-S3

A

5-S3

A

5-S3

TYP.

B

5-S3

L6x6x

L6x6x

SIM.

L x x

N

T E

L

HSS 6x6x

, TYP.

NEW O.H. DOOR, COORD.

EXTENTS W/ ARCH.;

ATTACHMENTS BY DOOR MFR.

A

5-S3

H S

S x x

A

D E

R

5.4

5.2

5.1

5.3

5-S2

5-S2

5-S2

5-S2

3'-0"

+/- 24'-0" (V.I.F.) +/- 24'-0" (V.I.F.)

V

I F

V

I F

+/- 24'-0" (V.I.F.)+/- 5'-5" (V.I.F.)

B

V

I F

V

I F

V

I F

V

I F

V

I F

V

I F

+/- 11'-11" (V.I.F.) +/- 12'-0" (V.I.F.)

V

I F

V

I F

+/- 12'-2" (V.I.F.) +/- 11'-10" (V.I.F.)

V

I F

V

I F

EQ.EQ.

L x x

N

T E

L

EQ.EQ.

EQ.EQ.

6'-6" 6'-6"

E Q

E

Q

NO STRUCTURAL

SCOPE THIS BLDG.

GENERAL NOTES

A. OPENING DIMENSIONS SHALL BE COORDINATED WITH

ARCHITECTURAL DRAWINGS.

B. ALL DIMENSIONS RELATIVE TO THE EXISTING

STRUCTURE SHALL BE FIELD VERIFIED.

C. NEW COLUMNS SHALL BE CENTERED IN EXISTING

WALL STRUCTURE.

o n e q u a r t e r i n c e f o o t o n e e i g h t h i n c e f o o t t h r e e e i g h t h s i n c e f o o t

F o n e h a l f i n c e f o o t

E o n e a n d o n e h a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t

D

C

B t h r e e i n c h e e f o o t

A

1 2 3 4

F E

5 6 7 8

D C

B

A F

E D

F E

F E

Revisions

Date:

Date:

Date:

Date:

Approved:

Approved:

Approved:

Approved:

Approved:

Approved:

Drawing Title

Approved:

Approved:

Approved:

Approved: Date:

Date:

Date:

Date:

Date:

Date:

Location

Building Number

Project Title

Checked

DRAWING NO.

Project No.

Drawn

Date

Dwg. of Date

Seal: Medical Center Director

Associate Medical Center

Chief of Staff

Infection Control

Director

Safety Manager

Operations Service Line

General Engineer

Service Line Manager

Manager

COTR

Service Line

BES DESIGN/BUILD, LLC

766 Middle Street

Fairhope, AL 36532

Phone: 251.990.5778

Fax: 251.990.3716

NORTH

PROJECT LOCATION

KEY PLAN

PROJECT LOCATION

BUILDING 5 KEY

PLAN

5.1

5.2

5.4

5.3

5-S2

2 3

FRAMING PLANS

L5x5x

, SEE PLAN

HSS 6x4x

, SEE PLAN

" PL.

COLUMN, SEE PLAN

8"x

"x6

" PL.

TYP.

3/16 4/12

TYP.

T/LOUVER

SEE ARCH.

T/BRICK

SEE ARCH.

T/STEEL

SEE ARCH.

A

5-S3

TYPICAL WALL SECTION @

LINTEL & HEADER

SCALE: 1

" = 1'-0"

EXIST. BEAM

1"

C

L

COL.

C

L

BEAM

W8x15

W8x15

PLAN

SECTION

EXIST.

BEAM

W8x15

C

L

EXIST.

BEAM

C

L

C

5-S3

B

5-S3

TYPICAL ROOF OPENING DETAIL

L x x

L V

L x x

L V

NOT TO SCALE

E X

I S

T

B

E A

M

E X

I S

T

B

E A

M

BEAM SIZE

# ROWS OF BOLTS, 'n'

" OFFSET

FROM WEB

STEEL BEAM,

SEE PLAN

C

O P

E

"1

L4x4 EA. SIDE, SEE SCHED. FOR

MIN. THICKNESS

M

I N

M

I N

W8, W10, C8, C9

W12, W14, C12

W16,W18

W21, W24

W27, W30, W33

MIN. L THICKNESS

BOLTED CONNECTION

M

I N

F A

C

W

E B

NOTES:

1. NUMBER OF BOLTS AND ANGLE SIZE AND THICKNESS SHOWN ARE MINIMUMS. FABRICATOR SHALL

DESIGN CONNECTIONS FOR THE REACTIONS SHOWN ON THE PLANS. WHERE REACTIONS ARE NOT

PROVIDED, FABRICATOR SHALL DESIGN SIMPLE SHEAR CONNECTIONS TO RESIST

THE MAXIMUM

TOTAL UNIFORM LOAD PER AISC PART 3.

2. DOUBLE ANGLES MAY BE SHOP WELDED OR SHOP BOLTED TO BEAM AT SUPPLIER'S OPTION.

C

5-S3

TYPICAL BEAM TO BEAM SHEAR CONNECTION

SCALE: 1

" = 1'-0"

PL.

" x 8" x 6

COLUMN, SEE PLAN

BEAM, SEE PLAN

TYP.

D

5-S3

TYPICAL BEAM TO COLUMN CONNECTION

SCALE: 1

" = 1'-0"

G

R O

U T

M

I N

E M

B E

D

" Ø HILTI-HY 150 MAX

EPOXY ANCHORS

M

I N

10"

" 1

CL.

COL. &

PL.

CL.

COL. &

PL.

" THICK PL.

HSS 6x6x

, SEE PLAN

E

5-S3

TYPICAL BASE PL. @ EXIST. CONC. SLAB

SCALE: 1

" = 1'-0"

GENERAL NOTES

o n e q u a r t e r i n c e f o o t o n e e i g h t h i n c e f o o t t h r e e e i g h t h s i n c e f o o t

F o n e h a l f i n c e f o o t

E o n e a n d o n e h a l f i n c h e e f o o t o n e i n c e f o o t t h r e e q u a r t e r s i n c e f o o t

D

C

B t h r e e i n c h e e f o o t

A

1 2 3 4

F E

5 6 7 8

D C

B

A F

E D

F E

F E

Revisions

Date:

Date:

Date:

Date:

Approved:

Approved:

Approved:

Approved:

Approved:

Approved:

Drawing Title

Approved:

Approved:

Approved:

Approved: Date:

Date:

Date:

Date:

Date:

Date:

Location

Building Number

Project Title

Checked

DRAWING NO.

Project No.

Drawn

Date

Dwg. of Date

Seal: Medical Center Director

Associate Medical Center

Chief of Staff

Infection Control

Director

Safety Manager

Operations Service Line

General Engineer

Service Line Manager

Manager

COTR

Service Line

BES DESIGN/BUILD, LLC

766 Middle Street

Fairhope, AL 36532

Phone: 251.990.5778

Fax: 251.990.3716

NORTH

PROJECT LOCATION

KEY PLAN

PROJECT LOCATION

BUILDING 5 KEY

PLAN

5.1

5.2

5.4

5.3

5-S3

3 3

SECTIONS &

DETAILS

LEGENDS AND ABBREVIATIONS

SNS SNS

5-H1 1 10

GENERAL NOTES

LEGEND & ABBREVIATIONS

ABBREVIATION SYMBOL DESCRIPTION ABBREVIATION DESCRIPTION

ABOVE FINISHED FLOOR AFF

A/C ABOVE CEILING

AIR HANDLING UNIT AHU

AP

BTUH

ACCESS PANEL

BRITISH THERMAL UNITS PER HOUR

CUBIC FEET PER MINUTE CFM

CLG CEILING

DOWN DN

DWGS DRAWINGS

EXHAUST AIR EA

EF EXHAUST FAN

ELECTRIC ELEC

EX. EXISTING

GALLONS PER MINUTE GPM

HVAC HEATING VENTILATING & AIR CONDITIONING

MAXIMUM MAX

MIN MINIMUM

TRANSFER GRILLE TG

TYP TYPICAL

VARIABLE AIR VOLUME UNIT VAV

CTE CONNECT TO EXISTING

HWS

HWR

MBV

GV

CV

CHS

CHR

MOV

FD

MLD/MD

HOT WATER SUPPLY

HOT WATER RETURN

METERED BALANCING VALVE

GATE VALVE

CHECK VALVE

CHILLED WATER SUPPLY

CHILLED WATER RETURN

MOTOR OPERATED (2-WAY) VALVE

STRAINER

UNION

FIRE DAMPER

SINGLE LINE DUCT

FLEXIBLE DUCT

DUCT TRANSITION

ROUND

PIPE UP

PIPE OR DUCT DOWN

DIRECTION OF FLOW

MANUAL DAMPER

ROUND DUCT

FLAT OVAL WIDTH X DEPTH

RECTANGULAR DUCT WIDTH X DEPTH

MISSING)

RECTANGULAR ELBOWS WITH VANES EVEN IF SYMBOL IS

VANED ELBOW ( PROVIDE ALL SQUARE OR

VANED ELBOW (SHORT RADIUS)

STANDARD RADIUS ELBOW (LONG RADIUS)

HWS

HWR

CHS

CHR

OR

WXD"

WXD

MITERED ELBOWS.

E. INSTALL TURNING VANES IN ALL 45 AND 90 DEGREE

SPIN-IN COLLAR WITH SCOOP AND DAMPER.

TO RECTANGULAR OR SQUARE DUCT WITH A

D. FLEXIBLE OR ROUND DUCT SHALL BE CONNECTED

DIMENSIONS.

C. DUCT SIZES SHOWN ARE ACTUAL INSIDE

SENSORS 54 INCHES ABOVE FINISHED FLOOR.

SPACE THERMOSTATS, HUMIDISTATS AND

B. UNLESS OTHERWISE INDICATED, INSTALL ALL

PRIOR TO INSTALLATION.

A. COORDINATE ALL WORK WITH OTHER TRADES

DESIGN CONDITIONS

UNIT AREA

INSIDE OUTSIDE

HEAT. COOLING HEAT. COOLING

DB F WB F DB F DB F WB F

79.0 96.0 21.0 64.0 78.0 72.0 BUILDING 5 AHU-5.1 THRU AHU-5.4

DB F

MPS

MPR

MEDIUM PRESSURE STEAM SUPPLY

MEDIUM PRESSURE STEAM RETURN

MPS

MPR

DUCT MOUNTED SMOKE DETECTOR

SKD SKD

ETR EXISTING TO REMAIN

UH

STH STEAM HUMIDIFIER

ROOF HOOD

UNIT HEATER

RH

o n e -q u a rt e r in c h o n e f o o t o n e -e ig h th i n c h o n e f o o t th re e -e ig h th s i n c h o n e f o o t

F o n e -h a lf i n c h o n e f o o t

E o n e a n d o n e -h a lf i n c h e s o n e f o o t o n e i n c h o n e f o o t th re e -q u a rt e rs i n c h o n e f o o t

D

C

B th re e i n c h e s o n e f o o t

A

1 2 3 4

F E

5 6 7 8

D C

B

A F

E D

F E

F E

Revisions

Date:

Date:

Date:

Date:

Approved:

Approved:

Approved:

Approved:

Approved:

Approved:

Drawing Title

Approved:

Approved:

Approved:

Approved: Date:

Date:

Date:

Date:

Date:

Date:

Location

Building Number

Project Title

Checked DRAWING NO.

Project No.

Drawn

Date

Dwg. ofDate

Seal: Medical Center Director

Associate Medical Center

Chief of Staff

Infection Control

Director

Safety…