S2104003 - DWG-SS.pdf

THIS DRAWING OR PRINT IS THE PROPERTY OF

ALLIED MODULAR BUILDING SYSTEMS AND SHALL

NOT BE TRACED, PHOTOGRAPHED, REPRODUCED

NOR USED FOR ANY PURPOSE WHATSOEVER

EXCEPT BY WRITTEN PERMISSION OF ALLIED

MODULAR BUILDING SYSTEMS.

SHEET NO.

SHEET TITLE:

DRAWING NUMBER:

JOB LOCATION:

CUSTOMER:

15869-G-DEP004

AMBS JOB #:

DRAWN BY:

CHECKED BY:

D.O.A. PROJECT # :

DATE PLOTTED:

04-02-21

DATE:

SCALE:

DATE

APPROVALS:

REVISIONSBY

W

N

I C

O L A

S

A

V E

N U

E

O

R A

N G

E

C

A

P h

F a x

"Y ou r P ro jec t, O ur P as sio n"

S.2104003

PLUMP ENGINEERING INC.

914 E. KATELLA AVENUE

ANAHEIM, CALIFORNIA 92805

(714) 385-1835, FAX (714) 385-1834

CONSULTING ENGINEERS IN

STRUCTURAL ENGINEERING

PLUMP JOB NO.:

13000 BRUCE B. DOWNS BLVD.

TAMPA, FL 33612

R.P.

E.F.

4/28/21

JAMES A. HALEY VETERAN'S HOSPITAL

Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc.

R

SS DEIFI

CL

A

C Composite Panel as to Electrical

Shock and Fire Hazards Only.

59ZL US

COVER SHEET

C

OWNER REPRESENTATIVE

JAMES A. HALEY VETERAN'S HOSPITAL

13000 BRUCE B. DOWNS BLVD

TAMPA, FL 33612

PH: (813) 972-2000 EXT. 2140

CONTACT: DANIEL MILLER

TENANT IMPROVEMENTS FOR:

13000 BRUCE B. DOWNS BLVD

TAMPA, FL 33612

JAMES A. HALEY VETERAN'S HOSPITAL

ABOVE FINISH FLOOR

ALUMINUM

AMPERE

AT

BOARD

BUILDING

BLOCKING

BOTTOM

CABINET

CEILING

CENTERLINE

CLEAR

COLUMN

CONCRETE

CONTINUOUS

CONTRACTOR

DEDICATED

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DOWN

DRAWING

DRAWER

EACH

ELECTRICAL

ELEVATION

EQUAL

EXTERIOR

EXISTING

FLOOR DRAIN

FIRE EXTINGUISHER CABINET

FIRE HOSE CABINET

FINISH

FIXTURE

FLUORESCENT

FACE OF COLUMN

FACE OF STUD

FACE OF WALL

FLOOR SINK

FURRING

FURNISH (ED) FURNITURE

A.F.F.

ALUM.

AMP.

BD.

BLD'G

BLK'G

BOT.

CAB.

CLG.

C

CLR.

COL.

CONC.

CONT.

CONTR.

DED.

DET.

D.F.

DIA.

DIAG.

DIM.

DN.

DWG.

DWR.

EA.

ELECT.

ELEV.

EQ.

EXT.

(E) EXIST'S

F.D.

F.E.C.

F.H.C.

FIN.

FIXT.

FLOUR.

F.O.C.

F.O.X.

F.O.W.

F.S.

FURR.

FURN.

LEFT HAND

LIGHT

MAINTENANCE

MATERIAL

MAXIMUM

MECHANICAL

METAL

MANUFACTURER

MINIMUM

MISCELLANEOUS

MOUNTED

MULLION

NUMBER

NOT IN CONTRACT

NOT TO SCALE

OVER

ON CENTER

OFFICE

PLASTIC LAMINATE

PLATE

PLUMBING

PLYWOOD

PAIR

PARTITION

L.H.

LT.

MAINT.

MAT.

MAX

MECH.

MET.

MFR.

MIN.

MISC.

MTD.

MUL.

NO.

N.I.C.

N.T.S

O/

O.C.

OFF.

PLAS. LAM.

PL.

PLUMB.

PLYWD.

PR.

PTN.

ALLIED MODULAR BUILDING SYSTEMS, INC.

642 W. NICOLAS AVE.

ORANGE, CA 92868

PH: 714-516-1188

FAX: 714-516-1190

CONTACT: TOD PEITHMAN

GA.

GD.

GYP.

H.

H.C.

HDWR.

H.M.

HOR.

HR.

HT.

HVAC

INSUL.

INT.

JAN.

J-BOX

LAM.

LAM. PLAS.

LAV.

GAUGE

GLASS

GYPSUM BOARD

HIGH

HOLLOW CORE

HARDWARE

HOLLOW METAL

HORIZONTAL

HOUR

HEIGHT

HEATING, VENTILATION, AIR

CONDITIONING

INSULATION

INTERIOR

JANITOR

JUNCTION BOX

LAMINATE

LAMINATED PLASTIC

LAVATORY

RAD.

REF.

REFR.

REQ'D

R.H.

RM.

R.O.

SCHED.

S.C.

SECT.

S.F.

SHT.

SIM.

SPEC.

S.S.

STL.

STOR.

STRUCT.

SUSP.

SYM.

TELE.

TEMP.

THK.

T.O.W.

TYP.

U.L.

U.N.O.

V.

V.C.T.

VERT.

VEST.

V.I.F.

W/

WC

W.C.

W.H.

W.P.

W.R.

RADIUS

REFERENCE

REFRIGERATOR

REQUIRED

RIGHT HAND

ROOM

ROUGH OPENING

SCHEDULE

SOLID CORE

SECTION

SQUARE FEET

SHEET

SIMILAR

SPECIFICATION

STAINLESS STEEL

STEEL

STORAGE

STRUCTURAL

SUSPENDED

SYMMETRICAL

TELEPHONE

TEMPERED

THICK

TOP OF WALL

TYPICAL

UNDERWRITERS LABORATORY

UNLESS NOTED OTHERWISE

VOLT

VINYL COMPOSITION TILE

VERTICAL

VESTIBULE

VERIFY IN FIELD

WITH

WALL COVERING

WATER CLOSET

WATER HEATER

WATER PROOF

WATER RESISTANT

AD1

AD1

VICINITY MAP

CONSTRUCTION TYPE:

T/I OCCUPANCY LOAD(S):

MODULAR ONE

MODULAR TWO

T/I OCCUPANCY(S):

T/I AREA:

MODULAR ONE

MODULAR TWO

CODE:

II-B

U

64 SQ. FT.

64 SQ. FT.

2018 I.B.C.

ADDITION OF (2) NEW GUARDHOUSES

PROJECT INFORMATION

BUILDING INFORMATION

PROJECT SCOPE

DRAWING SYMBOLS

KEYNOTE CALLOUT (NUMBERED)

WINDOW CALLOUT (LETTERED)

ABBREVIATIONS

ADI

D

C

B

XX

ROOM

A

B

C

PLUMP ENGINEERING, INC.

914 E. KATELLA AVENUE

ANAHEIM, CA 92807

PH.: (714) 385-1835

FAX: (714) 385-1834

CONSULTING FIRMS

DESIGNER

STRUCTURAL

C

GN

A1

A2

A3

A4

D1

D2

COVER SHEET

GENERAL NOTES

FLOOR PLAN & ROOF PLAN (MODULAR ONE)

FLOOR PLAN & ROOF PLAN (MODULAR TWO)

ELEVATIONS

ELEVATIONS

DETAILS

CEILING DETAILS

INDEX OF DRAWINGS

ARCHITECTURAL

REVISION CALLOUT (NUMBERED)

GRID DESIGNATIONS (HORIZONTAL-NUMBERED

VERTICAL LETTERED

SHEAR WALL CALLOUT (NUMBERED)

ROOM CALLOUT (ROOM NAME/ROOM NUMBER)

INTERIOR ELEVATION CALLOUT

(ELEVATION VIEW LETTER, ELEVATION

NUMBER/SHEET NUMBER)

DETAIL CALLOUT (DETAIL NUMBER/SHEET NUMBER)

ELEVATION/SECTION CALLOUT

(ELEVATION/SECTION NUMBER/SHEET NUMBER)

NORTH ARROW

NORTH

THIS PROJECT SHALL CONFORM TO THE 2018 EDITION OF THE I.B.C.,

I.I.C., I.M.C., I.P.C., CITY AND COUNTY LAWS AND REGULATIONS

NOTE:

STRUCTURAL NOTES:

1) DESIGN PER REQUIRMENTS OF THE 2018 I.B.C.

2) GRAVITY DESIGN

ROOF DL = 12 PSF

ROOF LL = 20 PSF

3) WIND DESIGN

EXTERIOR = 140 MPH

EXPOSURE = C

E1

E2

ELECTRICAL PLAN (MODULAR ONE)

ELECTRICAL PLAN (MODULAR TWO)

ELECTRICAL (UNDER SEPARATE PERMIT)

SEISMIC INFORMATION

RISK CATEGORY: II

SEISMIC IMPORTANCE FACTOR (I

e

): 1.0

S s

: 0.055

S

: 0.031

SITE CLASS: D - DEFAULT

S

DS

: 0.059

S

D1

: 0.050

SEISMIC D.C.: A

SEISMIC FORCE RESISTING SYSTEM: A.17

DESIGN BASE SHEAR (V): 0.03xW

SEISMIC RESPONSE COEFFICIENT (C

s

): 0.03

RESPONSE MODIFICATION COEFFICIENT: 2.0

ANALYSIS: E.L.F.P.

M1 MECHANICAL PLAN (MODULAR ONE & TWO)

MECHANICAL (UNDER SEPARATE PERMIT)

GENERAL NOTES

GN

DOOR REFERENCE NOTES

CLEAR ANODIZED ALUMINUM

HOLLOW CORE DOOR

PAINTED

SOLID CORE DOOR

18 GA STEEL DOOR

UNFINISHED STEEL

LOCKING KNOB

8 VISION LITE

SOLID CORE WOOD DOOR

WEATHER STRIPPING

THRESHOLD

DOOR SWEEP & GASKET

STANDARD HARDWARE

GRADE 2 LOCKING LEVER

(KEYED ALIKE)

DOOR CLOSER

DOOR SHOE

ASTRIGAL

34" X 10" STAINLESS KICK

PLATE

NORTON DOOR CLOSER #7751

PANIC HARDWARE - PUSH BAR

ONE SIDE, KEYED LEVER ON

THE OTHER

WINDOW REFERENCE NOTES

SINGLE PANE WINDOW W/ 3/16

TEMPERED GLASS

DUAL PANE WINDOW W/ 3/16

TEMPERED GLASS

TINTED GLASS

DIAMOND SHAPE WIRE MESH

A

B

C

D

TIMELY FRAME22

THIS DRAWING OR PRINT IS THE PROPERTY OF

ALLIED MODULAR BUILDING SYSTEMS AND SHALL

NOT BE TRACED, PHOTOGRAPHED, REPRODUCED

NOR USED FOR ANY PURPOSE WHATSOEVER

EXCEPT BY WRITTEN PERMISSION OF ALLIED

MODULAR BUILDING SYSTEMS.

SHEET NO.

SHEET TITLE:

DRAWING NUMBER:

JOB LOCATION:

CUSTOMER:

15869-G-DEP004

AMBS JOB #:

DRAWN BY:

CHECKED BY:

D.O.A. PROJECT # :

DATE PLOTTED:

04-02-21

DATE:

SCALE:

DATE

APPROVALS:

REVISIONSBY

W

N

I C

O L A

S

A

V E

N U

E

O

R A

N G

E

C

A

P h x

"Y ou r P ro jec t, O ur P as sio n"

S.2104003

PLUMP ENGINEERING INC.

914 E. KATELLA AVENUE

ANAHEIM, CALIFORNIA 92805

(714) 385-1835, FAX (714) 385-1834

CONSULTING ENGINEERS IN

STRUCTURAL ENGINEERING

PLUMP JOB NO.:

13000 BRUCE B. DOWNS BLVD.

TAMPA, FL 33612

R.P.

E.F.

4/28/21

JAMES A. HALEY VETERAN'S HOSPITAL

Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc.

R

SS DEIFI

CL

A

C Composite Panel as to Electrical

Shock and Fire Hazards Only.

59ZL US

8. All exposed welds shall be filled and ground smooth where

9. No holes other than those specifically detailed shall be allowed thru structural steel members. no cutting or burning of structural steel will be permitted without prior consent of structural engineer prior to fabrication.

metal could come in contact with the public.

the engineer.

1. All structural steel shall conform to the requirements of astm and shall be fabricated according to

2. Plates & bars shall conform to astm a-36

4. Tube members shall conform to astm a-500, grade b

(fy = 46 ksi) pipe columns shall conform to astm a-53,

5. Welding shall conform with the latest addition of the welding code awsd1.1. use approved electrodes conforming with approved by the building department. all field welding shall be continuously inspected by a registered deputy inspector, at the expense of the general contractor unless a

6 Unless otherwise noted, all shop and field bolted connections shall be in accordance with using unfinished american standard

7. Structural steel shop drawings shall be reviewed by the

Structural Steel:

aisc practice and specifications for building.

prior agreement is negotiated with the owner.

regular bolts conforming to astm-307.

astm a-233. welding shall be performed by certified welders

3. Structural shapes shall conform to astm a-992.

grade b.

10. Field welding to be done by welders certified by the City Dept.

of Building & Safety, continuous inspection by a Deputy inspector is required. Stop welds must be performed in a

City Bldg. Dept. licensed fabricator's shop.

11. A city licensed fabricator is required for all structural steel.

3. Details marked "Typical" shall apply in all cases unless specifically indicated otherwise.

4. All work noted "N.I.C." or "Not In Contract" is to be accomplished by contractor other then the general contractor and is not to be part of the construction agreement.

5. Tenant improvement to be exposed to exterior elements.

6. Does not involve any general construction.

7. Does not involve any plumbing

8. Does not involve any underground utilities.

9. Hazardous materials will not be stored or used within the building which exceeds the quantities listed in I.B.C.

10. No sprinklers shall be provided by Allied Modular

Building Systems, Inc.

Fire Department Notes

1. Portable fire extinguishers shall be located, as required, by the fire department with a fire rating of not less than 2A.10BC within 75 feet travel distance to all portions of the building of each floor.

Walls/Partition Notes

1. All interior walls and partitions shall be designed and constructed to resist all loads to which they are subjected, but not less than a force of 5 pounds per square foot applied perpendicular to the walls.

2. Walls in toilet rooms shall be moisture and water resistant, as required.

3. Provide fire dampers at all fire-related penetrations.

4. Modular construction to comply with all access requirements per 2018 I.B.C.

5. Wall panels are a typical 4' wide with a raceway

(stud) @ every 52" o.c., unless otherwise noted on floor plans.

6. Wall panels shall be a minimum rating of R-11 between conditioned and un-conditioned space.

Doors and Exiting Notes

1. Exit doors shall swing in the direction of the exit travel, when serving any hazardous area or when serving an area having an occupant load of 50 or more.

Exit doors shall be operable from inside without the use of a key or any special knowledge or effort.

Exception: This requirement shall not apply to exterior exiting doors in a group 'B' occupancy if there is a visible, durable sign on or adjacent to the door station "

This Door To Remain Unlocked During Business

Hours" The letters shall be not less than 1 inch on a contrasting background. The locking device must be a type that will be readily distinguishable as locked.

2. Panic hardware, when installed, shall comply with the requirements of I.B.C.

The activating member shall be mounted at a height of not less than 34" nor more than

44 inches above the floor. The unlatching force shall not exceed 5 pounds when applied in the direction of the exit travel.

3. Every required exit doorway shall be of a size to permit the installation of a door not less than 3 feet in width and not less than 6 feet 8 inches in height.

When installed, exit doors shall be capable of opening so that the clear width of the exit is not less than 32 inches.

4. A single leaf of an exit door shall not exceed 4 feet in width.

5. Maximum effort to operate doors shall not exceed

5 pounds for exterior doors and 5 pounds for interior doors such push or pull effort being applied. At right angles to hinged doors and at the center plane of sliding or folding doors. The maximum effort to operate the door may be increased but not to exceed 5 pounds.

6. The bottom 10 inches of all doors except automatic and sliding shall have smooth uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition.

7. Exits shall be illuminated at any time the building is occupied with light having intensity of not less than

1-foot candle at floor level.

1. Switches and controls for lights, ventilation, fire alarms, etc., must be placed 36 inches to 48 inches from the floor, outlets must be not less than 18 inches from the floor.

2. Dimension all receptacles from centerline of receptacle.

3. When outlets are grouped together (2 or more) they are to be no more than 2 inches apart.

4. All telephone and dataline cover plates to have similar color and appearance to building standard, ivory color.

5. Outlets to be installed at locations shown by dimensions on telephone and electrical plan.

Non-dimensioned outlets to be located next to the nearest stud.

6. Conduit runs above ceiling to be held tight to structure and away from suspended ceiling.

7. All conduit runs above ceiling shall be aluminum flex.

8. Upon completion of all electrical work, the contractor shall adjust and test all circuits, outlets, switches, lights, motors, and any other electrical items to ensure perfect operation of all electrical equipment.

Tenant Responsibilities

1. All critical dimensions for walls, floors, cores or placements of light fixtures that require the tenant approval or clarification prior to commencing work shall be obtained within 24 hours of contractors request.

Any delay on the tenant part to provide such approval such approvals or clarifications shall be deemed as an approval to proceed with work.

2. Tenant is responsible for verifying all plans and measurements.

3. Furniture system to be supplied and installed by tenant.

Ceiling Notes

1. All hanged wire shall be #12 gauge at 4'-0" O.C.

each direction (except at light fixtures. See ceiling notes #2 and #3 below.)

2. At all light fixtures (not shown) provide main "T" runners or cross runners with simple span value of 28.0 pounds per lineal foot, and wire hangers at 4'-0" O.C.

each side of each fixture run. See electrical drawings and reflected ceiling plans for location and directions of fixtures.

3. Suspension system shall be as indicated in reflected ceiling plan. Fixtures shall be independently supported at opposite corners.

4. Lateral supports to be provided by four wires of minimum #12 gauge splayed in four directions 90 degrees apart and connected to the main runner, within

2 inches of the cross runner and to the structure above or to partitions walls or to bracing at an angle not exceeding 45 degrees from the plane of the ceiling support points shall be placed 12 feet O.C. in each direction with the first point within 4'-0" from each wall.

5. The terminal ends of each cross runner and main runner shall be supported independently a maximum of

8" from each wall or ceiling discontinuity with #12 gauge wire or approved wall support.

6. A strut fastened to the main runner shall extend to and fasten to the structural members supporting the roof or floor above at 12'-0" O.C. in both directions and within 6'-0" from wall.

7. Light, ventilation and sanitation shall comply with of the current International Building Code. See mech. plans for CFM of circulating air.

8. All fixtures shall be installed per I.B.C. Standards

Fixture support by #12 gauge hangers attached to grid members within 3 inches of each corner of each fixture.

9. Placement of all light fixtures in areas where main ducts cause interference must be approved by Allied

Modular Building Systems and the tenant representative prior to installation.

10. All junction boxes and mechanical equipment requiring access shall be located over acoustical ceilings.

Electrical Notes

General Requirements

1. All phases of construction shall confirm to the 2018

Edition of the International Building Code (I.B.C.)

jurisdiction.

2. Do not scale the drawing. Dimensions govern.

DOOR SCHEDULE

DOOR FRAME

REMARKS

QTY WTH HT THK TYP MAT MAT

DOOR TYPES

WINDOW TYPES MODULAR PANEL

4" THICK WALL PANEL

WINDOW SCHEDULE

WINDOW FRAME

REMARKS

QTY WTH HT THK TYP MAT

SOLID PANEL

5 22

6 4'-0" 3'-4" 3/16" ALUM.

4" THICK WALL PANEL WITH

WINDOW, 3/16" TEMPERED

SAFETY GLASS

SOLID WINDOW

4'-0" NET

N

E T

4'-0" NET

and all city, county and state ordinances having

18 GA. STEEL DOUBLE DOORS

8 13

15 22

2 3'-0" 6'-8" 1 3/4"

8 3'-0" 3'-4" 3/16" ALUM.

4" THICK WALL PANEL WITH

WINDOW, 3/16" TEMPERED

SAFETY GLASS

SOLID WINDOW

N

E T

3'-0" NET

W1

W2

B

B

W1 W2

2'-6" NET

N

E T

4" THICK WALL PANEL WITH

SINGLE DOOR W/ GRADE 2

LOCKING LEVER (LEFT)

8'-0"

ROOF SLOPE = 1/4" PER FOOT

ROOF SLOPE = 1/4" PER FOOT

6" 6"

9'-0"

BUILDING OUTLINE

8'-0"

PLATE PER PLAN

#12 x 1" PAN

PHILLIPS SCREWS

2'-0" 9" 9" 2'-0"

8'-0"

C8x11.5 FOR FORK POCKET, TYP.

3/16"

C6x8.2

TYP.

C6x8.2 FOR PERIMETER, TYP.

L3x3x1/4 , TYP.

2'-6"

ANCHOR LOCATION

(2 PER SIDE, 4 TOTAL)

R-19 INSULATION

W/ BELLY PAN

(TYP)

8'-0"

PLATE PER PLAN

C6x8.2

BELLY PAN

8'-0"

PLATE PER PLAN

FORK POCKET

C6x8.2

BELLY PAN

FLOOR PLAN & ROOF PLAN

(MODULAR ONE)

A1

THIS DRAWING OR PRINT IS THE PROPERTY OF

ALLIED MODULAR BUILDING SYSTEMS AND SHALL

NOT BE TRACED, PHOTOGRAPHED, REPRODUCED

NOR USED FOR ANY PURPOSE WHATSOEVER

EXCEPT BY WRITTEN PERMISSION OF ALLIED

MODULAR BUILDING SYSTEMS.

SHEET NO.

SHEET TITLE:

DRAWING NUMBER:

JOB LOCATION:

CUSTOMER:

15869-G-DEP004

AMBS JOB #:

DRAWN BY:

CHECKED BY:

D.O.A. PROJECT # :

DATE PLOTTED:

04-02-21

DATE:

SCALE:

DATE

APPROVALS:

REVISIONSBY

W

N

I C

O L A

S

A

V E

N U

E

O

R A

N G

E

C

A

P h x

"Y ou r P ro jec t, O ur P as sio n"

S.2104003

PLUMP ENGINEERING INC.

914 E. KATELLA AVENUE

ANAHEIM, CALIFORNIA 92805

(714) 385-1835, FAX (714) 385-1834

CONSULTING ENGINEERS IN

STRUCTURAL ENGINEERING

PLUMP JOB NO.:

13000 BRUCE B. DOWNS BLVD.

TAMPA, FL 33612

R.P.

E.F.

4/28/21

JAMES A. HALEY VETERAN'S HOSPITAL

Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc.

R

SS DEIFI

CL

A

C Composite Panel as to Electrical

Shock and Fire Hazards Only.

59ZL US

W1

W1

W2

W2

W2

W1W2

20 GA 3W MTL. DECK

SEE

D1

D1

D1

D1

D1

D1

TYP.

TYP.

D1

D1

D1

D1

D1

A3

D

A3

C

A3

A

A3

B

A3

D

A3

C

A3

A

A3

B

SCALE: 3/4"=1'-0"FLOOR PLAN

ROOF PLAN

STEEL BASE LAYOUT

STEEL BASE ELEVATION

SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0"DIAMOND PLATE LAYOUT

STEEL BASE ELEVATION

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

SCALE: 3/4"=1'-0" B

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

A

B

D1

TYP.

FOR STRAP SPECIFICATION

SEE

D1

8'-0"

ROOF SLOPE = 1/4" PER FOOT

ROOF SLOPE = 1/4" PER FOOT

6" 6"

9'-0"

BUILDING OUTLINE

8'-0"

PLATE PER PLAN

#12 x 1" PAN

PHILLIPS SCREWS

2'-0" 9" 9" 2'-0"

8'-0"

C8x11.5 FOR FORK POCKET, TYP.

3/16"

C6x8.2

TYP.

C6x8.2 FOR PERIMETER, TYP.

L3x3x1/4 , TYP.

2'-6"

ANCHOR LOCATION

(2 PER SIDE, 4 TOTAL)

R-19 INSULATION

W/ BELLY PAN

(TYP)

8'-0"

PLATE PER PLAN

C6x8.2

BELLY PAN

8'-0"

PLATE PER PLAN

FORK POCKET

C6x8.2

BELLY PAN

FLOOR PLAN & ROOF PLAN

(MODULAR TWO)

A2

THIS DRAWING OR PRINT IS THE PROPERTY OF

ALLIED MODULAR BUILDING SYSTEMS AND SHALL

NOT BE TRACED, PHOTOGRAPHED, REPRODUCED

NOR USED FOR ANY PURPOSE WHATSOEVER

EXCEPT BY WRITTEN PERMISSION OF ALLIED

MODULAR BUILDING SYSTEMS.

SHEET NO.

SHEET TITLE:

DRAWING NUMBER:

JOB LOCATION:

CUSTOMER:

15869-G-DEP004

AMBS JOB #:

DRAWN BY:

CHECKED BY:

D.O.A. PROJECT # :

DATE PLOTTED:

04-02-21

DATE:

SCALE:

DATE

APPROVALS:

REVISIONSBY

W

N

I C

O L A

S

A

V E

N U

E

O

R A

N G

E

C

A

P h x

"Y ou r P ro jec t, O ur P as sio n"

S.2104003

PLUMP ENGINEERING INC.

914 E. KATELLA AVENUE

ANAHEIM, CALIFORNIA 92805

(714) 385-1835, FAX (714) 385-1834

CONSULTING ENGINEERS IN

STRUCTURAL ENGINEERING

PLUMP JOB NO.:

13000 BRUCE B. DOWNS BLVD.

TAMPA, FL 33612

R.P.

E.F.

4/28/21

JAMES A. HALEY VETERAN'S HOSPITAL

Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc.

R

SS DEIFI

CL

A

C Composite Panel as to Electrical

Shock and Fire Hazards Only.

59ZL US

W1

W1

W2

W2

W2

W1W2

20 GA 3W MTL. DECK

SEE

D1

D1

TYP.

TYP.

D1

D1

D1

D1

D1

D1

D1

D1

D1

SCALE: 3/4"=1'-0"FLOOR PLAN

ROOF PLAN

STEEL BASE LAYOUT

STEEL BASE ELEVATION

SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0"DIAMOND PLATE LAYOUT

STEEL BASE ELEVATION

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

SCALE: 3/4"=1'-0" B

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

A4

H

A4

G

A4

E

A4

F

A4

H

A4

G

A4

E

A4

F

A

B

D1

TYP.

FOR STRAP SPECIFICATION

SEE

G

R I D

H

T

W

A L

L

H

T

O

V E

R A

L

G

R

W

A L

L

H

T

G

R

W

A L

L

H

T

G

R

W

A L

L

H

T

O

V E

R A

G

R

W

A L

L

H

T

G

R

W

A L

L

H

T

O

V E

R A

ELEVATIONS

A3

THIS DRAWING OR PRINT IS THE PROPERTY OF

ALLIED MODULAR BUILDING SYSTEMS AND SHALL

NOT BE TRACED, PHOTOGRAPHED, REPRODUCED

NOR USED FOR ANY PURPOSE WHATSOEVER

EXCEPT BY WRITTEN PERMISSION OF ALLIED

MODULAR BUILDING SYSTEMS.

SHEET NO.

SHEET TITLE:

DRAWING NUMBER:

JOB LOCATION:

CUSTOMER:

15869-G-DEP004

AMBS JOB #:

DRAWN BY:

CHECKED BY:

D.O.A. PROJECT # :

DATE PLOTTED:

04-02-21

DATE:

SCALE:

DATE

APPROVALS:

REVISIONSBY

W

N

I C

O L A

S

A

V E

N U

E

O

R A

N G

E

C

A

P h x

"Y ou r P ro jec t, O ur P as sio n"

S.2104003

PLUMP ENGINEERING INC.

914 E. KATELLA AVENUE

ANAHEIM, CALIFORNIA 92805

(714) 385-1835, FAX (714) 385-1834

CONSULTING ENGINEERS IN

STRUCTURAL ENGINEERING

PLUMP JOB NO.:

13000 BRUCE B. DOWNS BLVD.

TAMPA, FL 33612

R.P.

E.F.

4/28/21

JAMES A. HALEY VETERAN'S HOSPITAL

Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc.

R

SS DEIFI

CL

A

C Composite Panel as to Electrical

Shock and Fire Hazards Only.

59ZL US

ELEVATION SCALE: 3/4"=1'-0" B

ELEVATION SCALE: 3/4"=1'-0" D ELEVATION SCALE: 3/4"=1'-0" C

ELEVATION SCALE: 3/4"=1'-0" A

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

TYP.

D1

TYP.

D1

TYP.

D1

TYP.

G

R

W

A L

L

H

T

O

V E

R A

ELEVATION 1

G

R

W

A L

L

H

T

G

R

W

A L L

H

T

G

R

W

A L L

H

T

O

V E

R A

L L

H

T

G

R

W

A L L

H

T

ELEVATION 4

G

R

W

A L

L

H

T

O

V E

R A

ELEVATIONS

A4

THIS DRAWING OR PRINT IS THE PROPERTY OF

ALLIED MODULAR BUILDING SYSTEMS AND SHALL

NOT BE TRACED, PHOTOGRAPHED, REPRODUCED

NOR USED FOR ANY PURPOSE WHATSOEVER

EXCEPT BY WRITTEN PERMISSION OF ALLIED

MODULAR BUILDING SYSTEMS.

SHEET NO.

SHEET TITLE:

DRAWING NUMBER:

JOB LOCATION:

CUSTOMER:

15869-G-DEP004

AMBS JOB #:

DRAWN BY:

CHECKED BY:

D.O.A. PROJECT # :

DATE PLOTTED:

04-02-21

DATE:

SCALE:

DATE

APPROVALS:

REVISIONSBY

W

N

I C

O L A

S

A

V E

N U

E

O

R A

N G

E

C

A

P h x

"Y ou r P ro jec t, O ur P as sio n"

S.2104003

PLUMP ENGINEERING INC.

914 E. KATELLA AVENUE

ANAHEIM, CALIFORNIA 92805

(714) 385-1835, FAX (714) 385-1834

CONSULTING ENGINEERS IN

STRUCTURAL ENGINEERING

PLUMP JOB NO.:

13000 BRUCE B. DOWNS BLVD.

TAMPA, FL 33612

R.P.

E.F.

4/28/21

JAMES A. HALEY VETERAN'S HOSPITAL

Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc.

R

SS DEIFI

CL

A

C Composite Panel as to Electrical

Shock and Fire Hazards Only.

59ZL US

ELEVATION SCALE: 3/4"=1'-0" F

ELEVATION SCALE: 3/4"=1'-0" H ELEVATION SCALE: 3/4"=1'-0" G

ELEVATION SCALE: 3/4"=1'-0" E

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

D1

TYP.

D1

TYP.

D1

TYP.

D1

TYP.

DETAILS

DOOR FRAME

DOOR FRAME

DOOR FRAME

VISION LIGHT - DOOR WINDOW N.T.S. 9

CONNECTIONS AS SHOWN

AND HORIZ. ALUMINUM

ALL INTERSECTING VERT.

USE #10 x 3/4" TEK SCREWS AT

N.T.S.

FLAME SPREAD: 0-25

THERMAL RATING: R-13

CLASS: "A" (NON COMBUSTIBLE)

PANEL DETAIL

SMOKE DEVELOPED: 0

HORIZ. FRAME

DOOR

MEMBERS

WALL MATERIAL SPECS

WALL CONSTRUCTION

MATERIAL: HARDBOARD (H05)

INTERIOR

COLOR: WHITE PEBBLE

MATERIAL: ALUMINUM (A01) & OSB

EXTERIOR

COLOR: VERMONT GRAY

SYSTEM:

AND SPECS.

4" WALLS

N.T.S. 2

TYPICAL 1-STORY PANEL ROOF

1N.T.S. H-POST CORNER POST

FLOOR CHANNEL

7N.T.S.

TYPICAL ROOF DECK N.T.S. 11

N.T.S. 3 N.T.S. 4

6N.T.S.ELECTRICAL RACEWAY

5N.T.S.

1.42"

H-POST

HORIZ EXTRUSION

USE #10 x 3/4" TEK SCREWS

AT ALL INTERSECTING VERT.

AND HORIZ. ALUMINUM

CONNECTIONS AS SHOWN

USE #10 x 3/4" TEK SCREWS

AT ALL INTERSECTING VERT.

AND HORIZ. ALUMINUM

CONNECTIONS AS SHOWN

#10 x 3/4" TEK SCREW TYP.

CORNER POST

FLOOR/TOP TRACK

#10 - 3/4" PANHEADTEK SCREW

HORIZ. FRAME

MEMBERS

ELECTRICAL RACEWAY

3.90"

SHOWN (TYP) TO TRACK

ALUM. EXTRUSIONS EA. SIDE AS

@ TOP & BTM. OF CONNECTING

USE #10 x 3/4" TEK SCREWS

AT ALL INTERSECTING VERT.

AND HORIZ. ALUMINUM

CONNECTIONS AS SHOWN

SNAP-ON CAP

THIS DRAWING OR PRINT IS THE PROPERTY OF

ALLIED MODULAR BUILDING SYSTEMS AND SHALL

NOT BE TRACED, PHOTOGRAPHED, REPRODUCED

NOR USED FOR ANY PURPOSE WHATSOEVER

EXCEPT BY WRITTEN PERMISSION OF ALLIED

MODULAR BUILDING SYSTEMS.

SHEET NO.

SHEET TITLE:

DRAWING NUMBER:

JOB LOCATION:

CUSTOMER:

15869-G-DEP004

AMBS JOB #:

DRAWN BY:

CHECKED BY:

D.O.A. PROJECT # :

DATE PLOTTED:

04-02-21

DATE:

SCALE:

DATE

APPROVALS:

REVISIONSBY

W

N

I C

O L A

S

A

V E

N U

E

O

R A

N G

E

C

A

P h x

"Y ou r P ro jec t, O ur P as sio n"

S.2104003

PLUMP ENGINEERING INC.

914 E. KATELLA AVENUE

ANAHEIM, CALIFORNIA 92805

(714) 385-1835, FAX (714) 385-1834

CONSULTING ENGINEERS IN

STRUCTURAL ENGINEERING

PLUMP JOB NO.:

13000 BRUCE B. DOWNS BLVD.

TAMPA, FL 33612

R.P.

E.F.

4/28/21

JAMES A. HALEY VETERAN'S HOSPITAL

Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc.

R

SS DEIFI

CL

A

C Composite Panel as to Electrical

Shock and Fire Hazards Only.

59ZL US

NOTE:

METAL DECK IS FOR SUPPORTING CEILING

ONLY. NO PERSON SHALL BE PERMITTED TO

WALK ON THIS DECK. IT IS FOR DUST COVER

ONLY

3.66"

VERMONT GRAY HARDBOARD (H05)

PANELIZED ROOF

WINDOW DETAIL

ALUM. 6063-T6 ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

NOTE:

CRIMP WHERE DECK LAP OCCURS

USE #10x1 1/2" TEK SCREW @ 12"

O.C. EVERY VALLEY (TYP)

WHITE PEBBLE ALUMINUM (A01) & OSB

3/16" TEMP'D

2"

SAFETY GLASS (TYP)

DOOR

DOOR

FRAME

ALUM. GLAZING

VISION LITE FRAME

EXT.

GLAZING FRAME

ALUM. GLAZING

FRAME

ALUM. GLAZING

GLASS (TYP)

3/16" TEMP'D SAFETY

FRAME

INT.

RUBBER SPLINE

WALL PANEL

WALL PANEL

3.66"

N.T.S. 8

D1

D1

D1

NOTE:

FOR SCREW PLACEMENT

PLEASE SEE

FLOOR CHANNEL

3.66"

ICC-ESR #

LARR #

EMBEDMENT

DRILL BIT DIAMETER

LENGTH IDENTIFICATION MARK

TORQUE

MATERIAL COMPOSITION

25701

2 1/2"

1/2 IN.

E

40 - 65

CARBON STEEL

BOLT INFORMATION:

ALUMINUM

EXTRUSION

SIMPSON 'STA9' STRAP

WEEP HOLES 1/2" x 1/4" @ 6" O.C.

L3x2x1/4

3/16

3 SIDES

CHANNEL PER PLAN

6" CONC. SLAB,

F.V.

FLOOR CHANNEL

USE #12 x 3/4" TEK SCREWS

@ 12" @ ALL INTERSECTING

VERT. AND HORIZ. ALUM.

CONNECTIONS AS SHOWN

1/8" DIAMOND PLATE

#14 TEK SCREWS

@ 12" O.C.

1/2"Ø HILTI 'KB-TZ'

(1 PER CORNER, 4 TOTAL)

SPECIAL INSP. REQ'D

#12 x 1" HWH TEK W/

NEO WASHER @ 12"

O.C.

1" x 1/2" L-ANGLE

BUTYL

BUTYL

#8 x 2-1/2" DRYWALL SCREW

@ 12" O.C (TYP.)

#12 x 3/4" TEK SCREW

@ 12" O.C.

WALL PANEL

GRANULATED ROOF CAP

SHEET ON 3/4" PLYWOOD

(2) #12 x 5/8" TEK

SCREW

EAVE CAP

EAVE FASCIA

3/4" PLYWOOD

TOP TRACK

GRID CEILING

20 GA. B DECK

PLYWOOD END SEAM

MUST CENTER ON HIP

#8x1-5/8" DRYWALL SCREW

@ 12" O.C. ALONG EVERY HIP

OF ROOF DECK (TYP.)

20 GA. B DECK

R-30 INSULATION

CEILING DETAILS

D2

THIS DRAWING OR PRINT IS THE PROPERTY OF

ALLIED MODULAR BUILDING SYSTEMS AND SHALL

NOT BE TRACED, PHOTOGRAPHED, REPRODUCED

NOR USED FOR ANY PURPOSE WHATSOEVER

EXCEPT BY WRITTEN PERMISSION OF ALLIED

MODULAR BUILDING SYSTEMS.

SHEET NO.

SHEET TITLE:

DRAWING NUMBER:

JOB LOCATION:

CUSTOMER:

15869-G-DEP004

AMBS JOB #:

DRAWN BY:

CHECKED BY:

D.O.A. PROJECT # :

DATE PLOTTED:

04-02-21

DATE:

SCALE:

DATE

APPROVALS:

REVISIONSBY

W

N

I C

O L A

S

A

V E

N U

E

O

R A

N G

E

C

A

P h x

"Y ou r P ro jec t, O ur P as sio n"

S.2104003

PLUMP ENGINEERING INC.

914 E. KATELLA AVENUE

ANAHEIM, CALIFORNIA 92805

(714) 385-1835, FAX (714) 385-1834

CONSULTING ENGINEERS IN

STRUCTURAL ENGINEERING

PLUMP JOB NO.:

13000 BRUCE B. DOWNS BLVD.

TAMPA, FL 33612

R.P.

E.F.

4/28/21

JAMES A. HALEY VETERAN'S HOSPITAL

Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc.

R

SS DEIFI

CL

A

C Composite Panel as to Electrical

Shock and Fire Hazards Only.

59ZL US

NOT USED

LIGHT MOUNTING

N.T.S. 5

N.T.S.

N.T.S.

N.T.S. 6

CEILING VERTICAL STRUT PLAN

N.T.S. 4

1N.T.S.

MIN. OF (2) 12 GA

HANGAR WIRES TO ROOF

DECK ABOVE.

USE #10 TEK SCREWS

(MAY BE SLACK)

SUSPENDED CEILING GRID

2' x 4' LAY-IN FLUORESCENT

LIGHT FIXTURE.

LIGHTS ARE INDEPENDENTLY BRACED

LIGHT FIXT.

12 GA. WIRE TO

LIGHT FIXT.

12 GA. WIRE TO

4' CROSS TEE

WIRE TO MAIN.

12 GA. CEILING

WIRE TO MAIN.

12 GA. CEILING

2x4 LTG

MAIN RUNNER

1" x 5/8"

BRACKET

12 GA. WIRE

#10 TEK

SCREW

20 GA MIN STEEL DECK

T Y

P

12 GA. WIRE

MAX 2" FROM STRUT

SLOT END OF TUBE TO FIT

OVER CEILING RUNNER.

SEE MAX. HEIGHT SCHEDULE

STRUT CONNECTION FROM GRID TO

#10 TEK

SCREW

UNDERSIDE ROOF DECK.

STRUT

COMPRESSION

CROSS RUNNER

4'-0"

5'-2"

6'-6"

8'-6"

9'-10"

12'-0"

1/2"

3/4"

1"

1-1/4"

1-1/2"

2"

NO. 12 GA. VERTICAL WIRE HANGER

TURN CEILING GRID LEVEL PRIOR TO

SETTING TUBE.

EMT SLEEVE

ELECTRICAL METALLIC TUBING (EMT) ONLY

SIZE (DIAMETER) L (MAX. HEIGHT)

O.C. TYP.

= STRUT

12'-0"

O C

T

Y P

M A

X

SUSPENDED CEILING STRUT SPACING

SUSPENDED 2 X 4 GRID CEILING

# 10x5/8" Tek Screw into vertical aluminum.

Armstrong BERC2 Clip

Unattached Wall.

Screw tightened through main runner web restricting seperation from wall angle.

Min 3 tight turns on 1 1/2"

12 ga.

hanger wire

8" max.

Main or cross runner

3/4"

8" max.

Armstrong BERC2 Clip

Attached Wall.

# 10x5/8" Tek Screw into vertical aluminum.

Wall angle

INSTALLATION.

1/2" EMT.COMPRESSION STRUT

DIRECTIONS WITH THE FIRST POINT WITHIN 6FT. FROM EACH WALL.

1. HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FT. ON CENTER IN BOTH

MAIN RUNNERS

NO. 12 GA BRACING WIRE

BRACKETS. USE #10 x 3/4" TEK SCREWS

TO STEEL ROOF DECK WITH "L" ANGLE

NO. 12 GA BRACING WIRE ATTACHED

2" MAX FROM INTERSECTION

OF CROSS RUNNERS AND

TO ATTACH.

MAIN RUNNER (TYP.)

SEE DETAIL: 4

CROSS RUNNERS (TYP.)

5/8" CEILING TILE

NOTE:

1x4 LAY-IN TO BE MOUNTED &

BRACED/RESTRAINED IN A SIMILAR FASHION

NOTES: (1) SUSPENDED CEILINGS IN SEISMIC DESIGN

CATEGORY D, E AND F SHALL BE DESIGNED AND

INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM

C636 AND THE CISCA * FOR SEISMIC ZONE 3-4 AS

MODIFIED BY THE FOLLOWING: (ASCE 7-10 SECTION

13.5.6.2.1)

A. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED.

B. SPRINKLER HEADS AND OTHER PENETRATIONS

SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE,

OR ADAPTER THROUGH THE CEILING TILE TO

ALLOW FOR FREE MOVEMENT OF AT LEAST 1 INCH

IN ALL HORIZONTAL DIRECTIONS.

C. CHANGES IN CEILING PLAN ELEVATIONS SHALL

BE PROVIDED WITH POSITIVE BRACING.

D. CABLE TRAYS AND ELECTRICAL CONDUITS

SHALL BE SUPPORTED INDEPENDENTLY OF THE

CEILING.

E. SUSPENSION WIRES SHALL NOT HANG MORE

THAN 1 IN 6 OUT OF PLUMB.

F. LATERAL FORCE BRACING MEMBERS SHALL

BE SPACED A MINIMUM OF 6 INCHES FROM ALL

HORIZONTAL PIPING OR DUCT WORK.

G. SPECIAL INSPECTION OF ITS INSTALLATION

(2) T-BAR CEILING TO COMPLY WITH ICC #1308 &

LARR #25032.

DECK ATTACHMENT CEILING ATTACHMENT

3-#12 THHN

CKT #1

GFI

G F

I

GFI

3-#12 THHN

CKT #2/4

3-#12 THHN

CKT #3

S

L E

D

ELECTRICAL PLAN

(MODULAR ONE)

E1

THIS DRAWING OR PRINT IS THE PROPERTY OF

ALLIED MODULAR BUILDING SYSTEMS AND SHALL

NOT BE TRACED, PHOTOGRAPHED, REPRODUCED

NOR USED FOR ANY PURPOSE WHATSOEVER

EXCEPT BY WRITTEN PERMISSION OF ALLIED

MODULAR BUILDING SYSTEMS.

SHEET NO.

SHEET TITLE:

DRAWING NUMBER:

JOB LOCATION:

CUSTOMER:

15869-G-DEP004

AMBS JOB #:

DRAWN BY:

CHECKED BY:

D.O.A. PROJECT # :

DATE PLOTTED:

04-02-21

DATE:

SCALE:

DATE

APPROVALS:

REVISIONSBY

W

N

I C

O L A

S

A

V E

N U

E

O

R A

N G

E

C

A

P h x

"Y ou r P ro jec t, O ur P as sio n"

S.2104003

PLUMP ENGINEERING INC.

914 E. KATELLA AVENUE

ANAHEIM, CALIFORNIA 92805

(714) 385-1835, FAX (714) 385-1834

CONSULTING ENGINEERS IN

STRUCTURAL ENGINEERING

PLUMP JOB NO.:

13000 BRUCE B. DOWNS BLVD.

TAMPA, FL 33612

R.P.

E.F.

4/28/21

JAMES A. HALEY VETERAN'S HOSPITAL

Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc.

R

SS DEIFI

CL

A

C Composite Panel as to Electrical

Shock and Fire Hazards Only.

59ZL US

PANEL SCHEDULE

LEGEND / NOTES LIGHTING PLAN

ELECTRICAL NOTES

1. ALL RECEPTACLE (OUTLETS) TO BE MOUNTED NO LESS THAN

18" ABOVE THE FLOOR OR WORKING PLATFORM.

2. ALL SWITCHES TO BE MOUNTED NO LESS THAN 36" NOR

GREATER THAN 48" ABOVE THE FLOOR OR WORKING PLATFORM.

3. ALL WIRE SHALL BE #12 THHN UNLESS OTHERWISE NOTED IN

ALUMINUM FLEX CONDUIT.

4. CUSTOMER SHALL BE RESPONSIBLE FOR CONNECTION OF

MAIN ELECTRICAL PANEL TO LOAD CENTER.

FIXTURE E1 EMERGENCY SIGN / LIGHT WITH 90 MIN. BACK UP

LITHONIA LHQM OR EQUAL

EXIT

D

PHONE AND DATA OUTLET

ELECTRICAL LEGEND

AB 3-WAY LIGHTING SWITCH

220v - 20 A, UL LISTED OUTLET

S

110v - 20 A, UL LISTED OUTLET

LOAD CENTER W/ 20 AMP BREAKERS

4S JUNCTION BOX

S

A B

LIGHT FIXTURE

AB LIGHTING SWITCH

S S

A B

HOME RUN SYMBOL

4S

3 3

AB 4-WAY LIGHTING SWITCH

S S

A B

4 4

3-WAY LIGHTING SWITCH

S

LIGHTING SWITCH

S

4-WAY LIGHTING SWITCH

S

110v - 20 A, UL LISTED GFI OUTLET

GFI

SPLIT-WIRE RECEPTACLE

SWR

HEPA

HEPA

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

SCALE: 3/4"=1'-0"RECEPTACLE PLAN

PANEL A:

120/240 MAX W/ 20 AMP BREAKERS

125 AMP CAPACITY MAIN LUG

PANEL A:

120/240 MAX W/ 20 AMP BREAKERS

125 AMP CAPACITY MAIN LUG

3-#12 THHN

CKT #1

GFI

G F

I

GFI

3-#12 THHN

CKT #2/4

3-#12 THHN

CKT #3

S

L E

D

E2

THIS DRAWING OR PRINT IS THE PROPERTY OF

ALLIED MODULAR BUILDING SYSTEMS AND SHALL

NOT BE TRACED, PHOTOGRAPHED, REPRODUCED

NOR USED FOR ANY PURPOSE WHATSOEVER

EXCEPT BY WRITTEN PERMISSION OF ALLIED

MODULAR BUILDING SYSTEMS.

SHEET NO.

SHEET TITLE:

DRAWING NUMBER:

JOB LOCATION:

CUSTOMER:

15869-G-DEP004

AMBS JOB #:

DRAWN BY:

CHECKED BY:

D.O.A. PROJECT # :

DATE PLOTTED:

04-02-21

DATE:

SCALE:

DATE

APPROVALS:

REVISIONSBY

W

N

I C

O L A

S

A

V E

N U

E

O

R A

N G

E

C

A

P h x

"Y ou r P ro jec t, O ur P as sio n"

S.2104003

PLUMP ENGINEERING INC.

914 E. KATELLA AVENUE

ANAHEIM, CALIFORNIA 92805

(714) 385-1835, FAX (714) 385-1834

CONSULTING ENGINEERS IN

STRUCTURAL ENGINEERING

PLUMP JOB NO.:

13000 BRUCE B. DOWNS BLVD.

TAMPA, FL 33612

R.P.

E.F.

4/28/21

JAMES A. HALEY VETERAN'S HOSPITAL

Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc.

R

SS DEIFI

CL

A

C Composite Panel as to Electrical

Shock and Fire Hazards Only.

59ZL US

PANEL SCHEDULE

LEGEND / NOTES LIGHTING PLAN

ELECTRICAL NOTES

1. ALL RECEPTACLE (OUTLETS) TO BE MOUNTED NO LESS THAN

18" ABOVE THE FLOOR OR WORKING PLATFORM.

2. ALL SWITCHES TO BE MOUNTED NO LESS THAN 36" NOR

GREATER THAN 48" ABOVE THE FLOOR OR WORKING PLATFORM.

3. ALL WIRE SHALL BE #12 THHN UNLESS OTHERWISE NOTED IN

ALUMINUM FLEX CONDUIT.

4. CUSTOMER SHALL BE RESPONSIBLE FOR CONNECTION OF

MAIN ELECTRICAL PANEL TO LOAD CENTER.

FIXTURE E1 EMERGENCY SIGN / LIGHT WITH 90 MIN. BACK UP

LITHONIA LHQM OR EQUAL

EXIT

D

PHONE AND DATA OUTLET

ELECTRICAL LEGEND

AB 3-WAY LIGHTING SWITCH

220v - 20 A, UL LISTED OUTLET

S

110v - 20 A, UL LISTED OUTLET

LOAD CENTER W/ 20 AMP BREAKERS

4S JUNCTION BOX

S

A B

LIGHT FIXTURE

AB LIGHTING SWITCH

S S

A B

HOME RUN SYMBOL

4S

3 3

AB 4-WAY LIGHTING SWITCH

S S

A B

4 4

3-WAY LIGHTING SWITCH

S

LIGHTING SWITCH

S

4-WAY LIGHTING SWITCH

S

110v - 20 A, UL LISTED GFI OUTLET

GFI

SPLIT-WIRE RECEPTACLE

SWR

HEPA

HEPA

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

SCALE: 3/4"=1'-0"RECEPTACLE PLAN

PANEL B:

120/240 MAX W/ 20 AMP BREAKERS

125 AMP CAPACITY MAIN LUG

PANEL B:

120/240 MAX W/ 20 AMP BREAKERS

125 AMP CAPACITY MAIN LUG

ELECTRICAL PLAN

(MODULAR TWO)

K

V A

C

A

F F

K

V A

C

A

F F

M1

THIS DRAWING OR PRINT IS THE PROPERTY OF

ALLIED MODULAR BUILDING SYSTEMS AND SHALL

NOT BE TRACED, PHOTOGRAPHED, REPRODUCED

NOR USED FOR ANY PURPOSE WHATSOEVER

EXCEPT BY WRITTEN PERMISSION OF ALLIED

MODULAR BUILDING SYSTEMS.

SHEET NO.

SHEET TITLE:

DRAWING NUMBER:

JOB LOCATION:

CUSTOMER:

15869-G-DEP004

AMBS JOB #:

DRAWN BY:

CHECKED BY:

D.O.A. PROJECT # :

DATE PLOTTED:

04-02-21

DATE:

SCALE:

DATE

APPROVALS:

REVISIONSBY

W

N

I C

O L A

S

A

V E

N U

E

O

R A

N G

E

C

A

P h x

"Y ou r P ro jec t, O ur P as sio n"

S.2104003

PLUMP ENGINEERING INC.

914 E. KATELLA AVENUE

ANAHEIM, CALIFORNIA 92805

(714) 385-1835, FAX (714) 385-1834

CONSULTING ENGINEERS IN

STRUCTURAL ENGINEERING

PLUMP JOB NO.:

13000 BRUCE B. DOWNS BLVD.

TAMPA, FL 33612

R.P.

E.F.

4/28/21

JAMES A. HALEY VETERAN'S HOSPITAL

Reuse, reproduction or publication by any method, in whole or in part is prohibited except by written permission of Allied Modular Building Systems, Inc.

R

SS DEIFI

CL

A

C Composite Panel as to Electrical

Shock and Fire Hazards Only.

59ZL US

SPECIFICATIONS NOT USED SCALE: N.T.S.

SCALE: 3/4"=1'-0"HVAC PLAN (MODULAR TWO)

MECHANICAL PLAN

(MODULAR ONE & TWO)

SCALE: 3/4"=1'-0"HVAC PLAN (MODULAR ONE)