G1.0

INDEX, LEGEND,

AND GENERAL

NOTES

SYMBOLS LEGEND

INTERIOR ELEVATION SYMBOL

COLUMN LOCATION IDENTIFICATION

EXTERIOR ELEVATION SYMBOL

EXISTING HEIGHT ELEVATION SYMBOL

NEW HEIGHT ELEVATION SYMBOL

1 1

NORTH ARROW

LOBBY100

1

1

1

FINISH/FIXTURE

1

DRAWING WHERE ELEVATION IS SHOWN

DIRECTION WHERE ELEVATION IS VIEWED

ROOM NUMBER

ROOM NAME

ROOM IDENTIFICATION

(SEE SCHEDULES)

SCHEDULE IDENTIFICATION

KEYED GENERAL NOTE

MARK (NUMBER)

MARK (NUMBER/LETTER)

DIRECTION WHERE SECTION IS VIEWED

DRAWING WHERE SECTION IS SHOWN

BUILDING SECTION SYMBOL

DRAWING WHERE SECTION IS SHOWN

DIRECTION WHERE SECTION IS VIEWED

WALL SECTION SYMBOL

ELEVATION IDENTIFICATION

DRAWING WHERE ELEVATION IS SHOWN

SECTION IDENTIFICATION (NUMBER)

SECTION IDENTIFICATION (NUMBER)

1

DETAIL IDENTIFICATION

DESCRIPTION

ELEVATION IDENTIFICATION

DOOR IDENTIFICATION

WINDOW IDENTIFICATION

DRAWING WHERE DETAIL IS SHOWN

MARK (NUMBER)

MARK (LETTER)

LOCATION OF ELEVATION

LOCATION OF ELEVATION

DETAIL SYMBOL

REVISION IDENTIFICATION

MARK (LETTER/NUMBER)

MARK (NUMBER)

WALL TYPE

0'-0"

RATED WALLS

8" CMU WALL

CONCRETE PANEL P3

DEMO WALL SYMBOL

WALL TO BE REMOVED

ONE HOUR

FIRE RATED BARRIER

MATCH LINE

UP or DN

STAIR DIRECTION SYMBOL

MTL STUD PARTITION WALL

W/ BATT INSULATION

MTL STUD PARTITION WALL

GENERAL NOTES

PROJECT SITE

PARCEL #:

15-25-18-0000-00300-0000

LOCATION MAP

N

A. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND

COMPLETION OF THE WORK BY THE CONTRACTOR. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED

BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL; PERFORMANCE BY THE CONTRACTOR SHALL BE REQUIRED ONLY TO THE

EXTENT CONSISTENT WITH THE CONTRACT DOCUMENTS AND REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO

PRODUCE THE INTENDED RESULTS.

B. ALL CONTRACTORS (GENERAL AND SUB) WILL COORDINATE THEIR WORK PRIOR TO INSTALLATION OF ANY ITEMS SHOWN ON THE

DRAWINGS.

C. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL SUBCONTRACTORS ALL NECESSARY INFORMATION. DO NOT GIVE

PARTIAL SETS TO SUBCONTRACTORS, AS COORDINATION WILL SUFFER..

D. ALL DRAWINGS WERE PREPARED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 6TH EDITION 2017.

Alteration II

BUILDING CODE SUMMARY:

IIIB

County

StateCorporate

City

City/County

Proposed Use:

Parcel #:

Name of Project:

Owned By:

Code Enforcement

Jurisdiction:

Owner or Authorized Agent:

Business

Construction Type:

BUILDING DATA

NoSprinklers:

YEAR EDITION OF CODE:

Yes

Repairs

Business, BOccupancy:

Pasco County Sheriffs Tactical Lab

15-25-18-0000-00300-0000

Livestone Consulting, Inc.

FBC 2017 6th Edition, FPC 2017 6th Edition, FMC 2017 6th Edition, Fire Prevention

Code 2017 6th Edition, NEC 2011.

THESE DRAWINGS WERE PREPARED IN ACCORDANCE WITH AND SHALL COMPLY WITH

THE FOLLOWING:

2017 BUILDING CODE, BUILDING, PLUMBING, MECHANICAL

TO THE EXTENT REQUIRED BY THE

EXISTING BUILDING CODE.

2017 FIRE PREVENTION CODE, 5TH EDITION

2014 NATIONAL ELECTRICAL CODE

2015 NFPA 1

2015 NFPA 101

2013 NFPA 13, 13R, 13D

2013 NFPA 72

2014 NFPA 70 (UPDATED)

2017 CODES ARE 6TH EDITION

CODE REVIEW

Pasco

New Construction

C 2020 LIVESTONE CONSULTING INC.

SEAL

SHEET NUMBER

REVISIONS

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM

PROJECT NUMBER

SHEET TITLE

DESIGNED BY: JEM

DESCRIPTIONNO. DATE

G19-0004-001

04/14/2020

www.LivestoneConsulting.com

GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

INDOOR

OWNER

L1302130000320

L1302130000317

TRAINING

Pasco County

2901 West Busch Blvd. Ste. 204

Tampa, FL 33618

Phone: 813-345-2612

OPEN

Sheriff Department

7220 Osteen Road

New Port Richey, FL 34653

Private

A CODE INFORMATION

N/A NOTE:

G1.0 INDEX, LEGEND & GENERAL NOTES

G1.1 SITE PLAN

G1.2 LIFE SAFETY PLAN

A1.0 PROPOSED FLOOR PLAN, DETAILS, AND NOTES

A2.0 FOUNDATION PLAN, DETAILS AND NOTES

A2.1 SECOND FLOOR FRAMING PLAN, DETAILS AND NOTES

A3.0 REFLECTED CEILING PLAN AND NOTES

A3.1 ELECTRICAL PLAN AND NOTES

A4.0 BUILDING ELEVATIONS AND NOTES

A4.1 BUILDING ELEVATIONS

M1.0 MECHANICAL SHEETS

M2.0 MECHANICAL SHEETS

M3.0 MECHANICAL SHEETS

E1.0 ELECTRICAL SHEETS

E2.0 ELECTRICAL SHEETS

E3.0 ELECTRICAL SHEETS

P1.0 PLUMBING SHEETS

P2.0 PLUMBING SHEETS

INDEX OF DRAWINGS

ARCHITECT:

LIVESTONE CONSULTING, INC.

2901 WEST BUSCH Blvd. STE. 204,

TAMPA, FL 33618

(813) 645-2612

WWW.LIVESTONECONSULTING.COM

PROJECT TEAM

B INDEX OF DRAWINGS

N/A NOTE:

D LOCATION INFORMATION

N/A NOTE:

C NOT USED

N/A NOTE:

SCOPE OF WORK

FLORIDA PRODUCT APPROVAL NUMBER:

MANUFACTURE PRODUCT NAME CATEGORY SUBCATEGORY APPROVAL NUMBER

EMC WINDOWS AND DOORS, LLC MEDIUM STILE STOREFRONT DOOR EXTERIOR DOORS SWINGING EXTERIOR FL-3204.1

(IMPACT) DOOR ASSEMBLIES

PGT INDUSTRIES SINGLE HUNG WINDOW WINDOW SINGLE HUNG FL-239.3-R26

SCHLAGE LOCK COMPANY, LLC EXPIDOOR METAL BUILDING DOOR EXTERIOR DOORS SWINGING EXTERIOR

/EXPIDOOR SYSTEM DOOR ASSEMBLIES FL-4031.1

YKK AP AMERICA YHS 50 PANEL WALLS STOREFRONTS FL-14218-R10

SIMPSON STRONG-TIES CBSQ STRUCTURAL COMPONENTS WOOD CONNECTORS FL-10860-R4

SIMPSON STRONG-TIES HU STRUCTURAL COMPONENTS WOOD CONNECTORS FL-10655-R4 / FL-10531-R4

NOTES:

1. ALL OTHER FLORIDA PRODUCT APPROVAL NUMBERS ARE TO BE SUBMITTED BY THE GENERAL CONTRACTOR AND ARE TO BE PROVIDED AS PART OF PLAN

REVIEW SUBMITTAL PACKET.

2. METAL BUILDING BY METAL BUILDING MANUFACTURER, INCLUSIVE OF ROOFING SYSTEM

THE CONSTRUCTION OF A PRE-ENGINEERED METAL BUILDING THAT WILL SERVE AS AN OFFICE

AND TRAINING BUILDING FOR PASCO SHERIFF CANINE UNIT. THIS BUILDING WILL NOT BE OPEN

TO THE PUBLIC AND IS FOR USE BY THE SHERIFF'S DEPARTMENT ONLY.

ENGINEER:

RENNA ENTERPRISES, INC.

3231 DRANE FIELD ROAD,

LAKELAND, FL 33811

(836) 646-1258

G1.1

SITE

PLAN

C 2020 LIVESTONE CONSULTING INC.

SEAL

SHEET NUMBER

REVISIONS

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM

PROJECT NUMBER

SHEET TITLE

DESIGNED BY: JEM

DESCRIPTIONNO. DATE

G19-0004-001

04/14/2020

www.LivestoneConsulting.com

GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

INDOOR

OWNER

L1302130000320

L1302130000317

TRAINING

Pasco County

2901 West Busch Blvd. Ste. 204

Tampa, FL 33618

Phone: 813-345-2612

OPEN

Sheriff Department

7220 Osteen Road

New Port Richey, FL 34653

1 SITE PLAN

NA NOTE:

PROPOSED SITE

3,196 SF

32

73 SF

U

443 SF

U

UP

DOWN

447 SF

U

10

10

10

2

6

'

-

1

"

M

A

X

T

R

A

V

E

L

33

' - 5

"

MA

X T

RA

VE

L

3

8

'

-

9

"

M

A

X

T

R

A

V

E

L

G1.2

LIFE

SAFETY

PLAN AND

NOTES

C 2020 LIVESTONE CONSULTING INC.

SEAL

SHEET NUMBER

REVISIONS

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM

PROJECT NUMBER

SHEET TITLE

DESIGNED BY: JEM

DESCRIPTIONNO. DATE

G19-0004-001

04/14/2020

www.LivestoneConsulting.com

GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

INDOOR

OWNER

L1302130000320

L1302130000317

TRAINING

Pasco County

2901 West Busch Blvd. Ste. 204

Tampa, FL 33618

Phone: 813-345-2612

OPEN

Sheriff Department

7220 Osteen Road

New Port Richey, FL 34653

2 LIFE SAFETY PLAN - GROUND FLOOR

3/16" = 1'-0" NOTE:

DENOTES MAXIMUM LOAD

PER EXTERIOR EGRESS ELEMENT

ROOM OCCUPANT LOAD

ROOM OCCUPANT LOAD NOT COUNTED (STORAGE, HALLWAY,

MECH, ETC.)

DENOTES PATH OF

TRAVEL & DISTANCE

2

U

LIFE SAFETY LEGEND

THE ARCHITECTURAL DRAWINGS ARE IN COMPLIANCE

TO THE BEST OF OUR KNOWLEDGE WITH

THE FOLLOWING CODES AND STANDARDS:

FLORIDA BUILDING CODE - BUILDING 2017, 6TH EDITION

FLORIDA BUILDING CODE - PLUMBING 2017, 6TH EDITION

FLORIDA BUILDING CODE - FUEL GAS 2017, 6TH EDITION

FLORIDA BUILDING CODE - MECHANICAL 2017, 6TH

EDITION

FLORIDA BUILDING CODE - ACCESSIBILITY 2017, 6TH

EDITION

NATIONAL ELECTRICAL CODE - 2014 EDITION

NFPA 101 LIFE SAFETY CODE W/ FLORIDA

MODIFICATIONS - 2015 EDITION

ASHRAE (STANDARD 90.1) - 2010 EDITION

FLORIDA FIRE PREVENTION CODE - 2014, 5TH EDITION

CLASSIFICATION OF WORK: NEW CONSTRUCTION

CONSTRUCTION TYPE: TYPE IIIB, NOT SPRINKLED

AREA LIMITATION: 19,000 SF PER STORY

HEIGHT LIMITATION: 3 STORIES, 55' MAX.

PROPOSED HEIGHT: 21'-0":

OCCUPANCY CLASSIFICATION: BUSINESS GROUP B

(PER FBC 304.1)

PROPOSED AREA : 4,000 SF

(CONDITIONED)

GROSS AREA : 4,000 SF (UNDER

ROOF)

PROPOSED FACILITY OCCUPANT LOAD: 32 PERSONS

PROPOSED # OF OUTDOOR FIXED SEATS: 0

EGRESS WIDTH:

OCCUPANT LOAD: 32 PERSONS

DOOR WIDTH REQUIRED: 6.4" (32 @ .2" PER

PERSON)

DOOR WIDTH PROVIDED: 180" (900 PERSONS)

MAXIMUM ALLOWABLE EXIT

ACCESS TRAVEL DISTANCE: 250' (W/O SPRINKLER

SYSTEM)

MAXIMUM TRAVEL DISTANCE: 38' - 9"

MIN. # OF EXITS FOR OCCUPANT LOAD: 2 (1-500

PERSONS)

# OF EXITS PROVIDED: 3

LIFE SAFETY GENERAL NOTES

GENERAL NOTES:

1. POST TACTILE SIGNAGE AS REQUIRED AT ALL MEANS OF EGRESS; REF. A/G1.3

THE GENERAL CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE

BARRIER FREE REQUIREMENTS FOR THE APPLICABLE STATES AND

THE AMERICAN DISABILITIES ACT (ADA) AND SHALL ENSURE THAT

THIS FACILITY WILL BE ACCESSIBLE ACCORDING TO THE STRICTER

REQUIREMENTS OF THE APPLICABLE STANDARDS. THE FOLLOWING

IS A PARTIAL LIST OF REQUIREMENTS.

1. DOOR HARDWARE SHALL BE MOUNTED BETWEEN 36" AND 42"

ABOVE FLOOR AND BE LEVER TYPE.

2. PROVIDE ALL APPLICABLE REQUIRED A.D.A. SIGNAGE

ADA NOTES:NFPA OCCUPANCY LOAD FACTOR:

USE SF / PERSON AREA OCCUPANTS

STORAGE 500 963 2

BUSINESS 100 3,196 32

TOTAL 34

ALL OCCUPANT FACTORS ARE BASED OFF NFPA 101: TABLE 7.3.1.2

NOTE:

1. UPPER FLOOR IS FOR GENERAL STORAGE ONLY. THIS AREA WILL NOT BE OCCUPIED

3 LIFE SAFETY PLAN - ATTIC

3/16" = 1'-0" NOTE:

4 NOT USED

N/A NOTE:

1 NOT USED

N/A NOTE:

4" CONCRETE WITH # 5 W.W.F.

CENTERED

EXTERIOR

SIDING PER

BUILDING

MANUFACTURE

4

1

4

"

STRUCTURAL

METAL COLUMN

BEYOND

3-5/8" 230 GA. METAL

BASE PLATE

1

2

" P.T. PLYWOOD; LEAVE

UNFINISHED

R19

INSULATION

3-5/8" 20 GA METAL

STUD; AT 24" O.C.

SEE FOOTERS ON SHEET A4.0

FOR MORE INFORMATION

CE

IL

IN

G H

EIG

HT

1

2'-0

"

TYPE "B"

CE

IL

IN

G H

EIG

HT

1

2'-0

"

TYPICAL DOUBLE HUNG

STOREFRONT DOOR

TYPICAL SINGLE HUNG

DOOR WITH VENT

TYPE "A"

TYPICAL SINGLE

HUNG DOOR

TYPE "C"

FLOOR

5

8

" GYP. WALL

BOARD OR TILE

BACKER BOARD

FINISHED

CEILING

3-5/8" 230 GA. METAL

BASE PLATE

3-5/8" 230 GA. METAL

BASE PLATE

201D

201A

201F

201B

201C

201E

202B

202A

202C

OPEN OFFICE/

CLASSROOM TRAINING

201

MECHANICAL ROOM

200

STORAGE AREA

202

STORAGE AREA

203

50'-0"

34'-5"15'-7"

80'-0"

37'-2"

23'-0"

19'-10"

50'-0"

19'-10"8'-0"13'-10"

80'-0"

67'-8"

12'-4"

8'-4"

10'-2"

4'-5"

10'-5"

12'-4"

6'-2"

4'-9"3'-5"4'-3"

50'-0"

11'-1"

6'-5"

4'-5" 4'-0"

UP

DOWN

A A

NOTE:

1. FINISHED FLOOR HEIGHT TO BE 9'-6" ABOVE GROUND FLOOR

2

A2.0

2

A2.0

A1.0

PROPOSED

FLOOR

PLAN

C 2020 LIVESTONE CONSULTING INC.

SEAL

SHEET NUMBER

REVISIONS

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM

PROJECT NUMBER

SHEET TITLE

DESIGNED BY: JEM

DESCRIPTIONNO. DATE

G19-0004-001

04/14/2020

www.LivestoneConsulting.com

GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

INDOOR

OWNER

L1302130000320

L1302130000317

TRAINING

Pasco County

2901 West Busch Blvd. Ste. 204

Tampa, FL 33618

Phone: 813-345-2612

OPEN

Sheriff Department

7220 Osteen Road

New Port Richey, FL 34653

FLOOR FINISH NOTES:

DOOR SCHEDULE

NO.

CLASSROOM/TRAINING

SIZE

DOUBLE HUNG

TYPE

201B

GLASSLOCATION

NOTES:

1. ALL DOORS ARE TO BE INSTALLED TO MATCH SWING SHOWN ON FLOOR PLAN.

2. ALL INTERIOR INSWING/OUTSWING DOORS TO BE JELD-WEN COLONIST PRIMED (RIGHT-HAND OR LEFT-HAND) TEXTURED SOLID CORE MOLDED COMPOSITE MDF SINGLE PREHUNG INTERIOR DOOR,

OR EQUAL, UNLESS OTHERWISE SPECIFIED BY OWNER.

3. ALL INTERIOR DOORS TO BE UNDERCUT, NOT EXCEEDING

3

8

" ABOVE FINISH FLOOR, U.N.O.

4. EXTERIOR DOORS SHALL MEET WIND PRESSURE CRITERIA OF 145 MPH WIND ZONE; G.C. TO PROVIDE FLORIDA PRODUCT APPROVAL FOR THE DOORS AS REQUIRED .

5. ALL DOORS AND TRIM TO BE PAINTED PER OWNER'S REQUIREMENTS.

6. PROVIDE LOCK BOX FOR MASTER KEY TO MEET FIRE MARSHAL'S REQUIREMENTS.

CLASROOM/TRAINING 3'-0" x 7'-0"

201C

HARDWARE

CLASSROOM/TRAINING 3'-0" x 7'-0" SINGLE HUNG

201D NO

201A

SINGLE HUNG

DOUBLE HUNG

SINGLE HUNG

NO

CLASSROOM/TRAINING

CLASSROOM/TRAINING201E

202A

3'-0" x 7'-0"

YES

NO

NO

NO

ROLLER DOOR

REMARKS

NOSTORAGE AREA

202B

DOUBLE HUNG

6'-0" x 7'-0"

6'-0" x 7'-0"

10'-0" x 7'-0"

6'-0" x 7'-0"

DOOR HARDWARE SCHEDULE:

GROUP 1:

THREE HINGES

KEY LOCKED BOTH SIDES

EGRESS PUSH BAR

GROUP 3:

THREE HINGES

STANDARD KNOB

NOSTORAGE AREA DOUBLE HUNG

NOSTORAGE AREA ROLLER DOOR

6'-0" x 7'-0"

10'-0" x 7'-0"

201F CLASSROOM/TRAINING

202C

MECHANICAL NEEDS TO BE VENTED

MECHANICAL NEEDS TO BE VENTED

GROUP 1

GROUP 3

GROUP 3

GROUP 1

GROUP 1

GROUP 1

GROUP 3

GROUP 3

GROUP 1

WINDOW SCHEDULE:

NO. SIZE

4'-0" X 6'-0"

OBSCURE

1. ALL QUANTITIES AND SIZES SHALL BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO ORDERING

MATERIALS.

2. UNLESS OTHERWISE NOTED, WINDOW DIMENSIONS ARE NOMINAL; WINDOW MANUFACTURER SHALL

PROVIDE STOCK UNITS APPROXIMATING SIZES GIVEN AS CLOSELY AS POSSIBLE.

3. THE GENERAL CONTRACTOR SHALL COORDINATE WINDOW MANUFACTURER'S ACTUAL UNIT SIZES WITH

ROUGH OPENINGS AS REQUIRED FOR A PROPER FIT.

4. HEIGHT OF WINDOW SILL AND HEAD IS BASED FROM TOP OF CONCRETE SLAB OR FINISH SUBSTRATE,

NOT FINISH FLOOR.

5. WINDOW PROFILES ARE INTENDED TO BE GENERIC AND DO NOT REPRESENT A PARTICULAR

MANUFACTURER OR PRODUCT.

6. EXTERIOR WINDOWS SHALL MEET WIND PRESSURE CRITERIA OF 145 MPH WIND ZONE; THE GENERAL

CONTRACTOR IS TO PROVIDE FLORIDA PRODUCT APPROVAL FOR WINDOWS AS REQUIRED.

7. AFTER INSTALLATION, ALL WINDOWS SHALL HAVE LOW EXPANSION FOAM INSULATION SEALANT BETWEEN

PRODUCT AND WOOD BUCK FRAMING SO AS TO CREATE AN AIR-TIGHT SEAL.

8. INSTALL ALL WINDOWS PER MANUFACTURER'S RECOMMENDATIONS.

9. ALL WINDOWS SHALL TO BE LARGE MISSILE RATED IMPACT.

NO

REMARKSQUANTITY

2A

NOTES:

LINTELS

5 EXTERIOR WALL TYPE "B"

1/2"=1'-0" NOTE: TYPICAL EXTERIOR WALL TYPE "B" - LOCATED BETWEEN COLUMNS

3 TYPICAL DOOR TYPES

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

BY BUILDING MANUFACTURER

4 TYPICAL INTERIOR WALL TYPE "A"

1/2"=1'-0" NOTE: TYPICAL INTERNALL WALL TYPE "A"

GENERAL NOTES:

1. ALL INTERNAL WALL TYPES ARE TO BE TYPICAL WALL TYPE A.

2. ALL EXTERNAL WALLS ARE TO BE TYPICAL WALL TYPE B.

3. GENERAL CONTRACTOR TO VERIFY ALL

4. SITE CONDITIONS BEFORE STARTING WORK.

5. DOOR SCHEDULE CAN BE FOUND ON A1.0.

DOOR TYPE

TYPE C

TYPE C

TYPE C

TYPE C

TYPE B

TYPE B

TYPE A

1. ALL FLOORING IS TO BE POLISHED

CONCRETE UNLESS OTHERWISE NOTED.

PLUMBING NOTES:

1. THERE IS TO BE NO PLUMBING IN THIS BUILDING.

2. ALL PLUMBING FIXTURES ARE LOCATED IN THE INDOOR

TRAINING FACILITY OFFICE BUILDING LOCATED NEXT DOOR.

2 PROPOSED FLOOR PLAN - GROUND FLOOR

3/16" = 1'-0" NOTE:

7 PROPOSED FLOOR PLAN - ATTIC

3/16" = 1'-0" NOTE:

1 NOT USED

N/A NOTE:

6 NOT USED

N/A NOTE:

F3

3

F3

3

F3

3

F3

3

F2 F2

1

2

2

2

2

2

F1

F1

F1

F1

F1

F1

80'

10'

26'-6"

7'

26'-6"

10'

10' 30' 10'

50'

25' 25'

20'

20'

20'

20'

7'

7'

3 3

3-5/8" 20 GA METAL

BASE PLATE

5

8

" TYPE X GYP. WALL

BOARD OR

3

4

" PLYWOOD

3-5/8" 20 GA METAL

STUD AT 24" O.C.

8" SIDING

BOARD

STRUCTURAL

METAL COLUMN

2'-3

1

4

"

2'-4

"

10'-0"

3-5/8" 20 GA METAL

BASE PLATE

5

8

" TYPE X GYP. WALL

BOARD OR

3

4

" PLYWOOD

3-5/8" 20 GA METAL

STUD AT 24" O.C.

8" SIDING

BOARD

STRUCTURAL

METAL COLUMN

2'-3

1

4

"

2'-4

"

7'-0"

(7) #5 BAR BOTH

WAYS; TOP AND

BOTTOM

(10) #5 BAR BOTH

WAYS; TOP AND

BOTTOM

SEE KEY NOTE 1

SEE KEY NOTE 1

5

8

" TYPE X

GYPSUM WALL

BOARD

18 GAUGE

STEEL BOX

HEADER

18 GAUGE

HORIZONTAL

BRACING; @ 24"

O.C.

18 GAUGE

STEEL FRAMING

2X4 P.T.

WOOD BASE

PLATE

2X4 P.T. WOOD

RAILING POST

U 3-5/8" 18

GAUGE METAL

TRACK

1

2

" PLYWOOD

COVERING

3

4

"

PLYWOOD

DECKING

2X2 P.T. WOOD

BALUSTER;

MAX. 4" APART

10'-4"

9'-6" T

O F

IN

IS

HE

D F

LO

OR

≈ 10'-7" T

O C

EN

TE

R O

F V

AU

LT

ED

C

EILIN

G

FLOOR

18 GAUGE

HORIZONTAL

BRACING

ENGINEERED

METAL BUILDING;

SEE SHOP

DRAWINGS FOR

MORE

INFORMATION

A2.0

FOUNDATION

PLAN, DETAILS,

AND NOTES

C 2020 LIVESTONE CONSULTING INC.

SEAL

SHEET NUMBER

REVISIONS

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM

PROJECT NUMBER

SHEET TITLE

DESIGNED BY: JEM

DESCRIPTIONNO. DATE

G19-0004-001

04/14/2020

www.LivestoneConsulting.com

GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

INDOOR

OWNER

L1302130000320

L1302130000317

TRAINING

Pasco County

2901 West Busch Blvd. Ste. 204

Tampa, FL 33618

Phone: 813-345-2612

OPEN

Sheriff Department

7220 Osteen Road

New Port Richey, FL 34653

1 PROPOSED FOUNDATION PLAN

3/16" = 1'-0" NOTE:

FOOTER SCHEDULE:

NO. SIZE

2'-0" X CONTINUOUS 18"

DEPTH

F2

REINFORCEMENT

(3) #5 BARS CONTINUOUS

REMARKS

7'-0" X 7'-0"

F3

(7) #5 BARS BOTH WAYS TOP AND BOTTOM

10'-0" X 10'-0" 28" (10) #5 BARS BOTH WAY TOP AND BOTTOM

F1

28"

KEY NOTES:

1. 6" CONCRETE SLAB WITH 4" X 4" - W2.9 X W2.9 W.W.M. REINFORCEMENT AT

CENTER OF SLAB IN 3000 PSI CONCRETE OVER 6 MIL VAPOR BLOCK AND 6"

COMPACTED SAND BASE ON TERMITE TREATED CERTIFIED COMPACT SOIL.

2. CONTROL JOINTS SHALL BE APPROVED IN ALL SLABS ON EARTH BY MEANS OF

DEEP SAW CUTS, A MINIMUM OF

1

4

" OF SLAB DEPTH AT 20'-0" CONTINUOUSLY

O.C. EACH WAY, UNLESS NOTED OTHERWISE WITHIN 24 HOURS OF POUR.

3. #5 REBAR HAIR PIN WITH 10' LEGS AND 12" HOOKS.

3 FOOTER LOCATED AT COLUMN (TYP.)

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

CONCRETE NOTES:

1. ALL REINFORCEMENT STEEL SHALL BE NEW BILLET STEEL CONFORMING TO AST. A615 GRADE 60.

2. UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF STANDARD

PRACTICE FOR DETAILING REINFORCED CONVRETE MEMBERS.

3. LAB ALL REBAR SPLICINES WITH 41 X REBAR DIAMETERS, (12" MIN.) UNLESS OTHERWISE NOTED.

4. ALL CONCRETE SHALL DEVELOP A MINIMUM OF 3,000 PSI COMPRESSIVE STRENGTH IN 28 DAYS UNLESS OTHERWISE NOTED.

5. WIRE MESH REINFORCEMENT SHE BE WELDED SMOOTH WIRE FABRIC CONFORMING TO ANSI/AW D14 WITH A YELD STRENGTH OF 60,000 PSI.

6. WIRE MESH REINFORCEMENT SHALL LAB ONE FULL MESH +2" AND BE SECURELY WIRED AT EACH SIDE AND END.

7. MINIMUM COVER FOR REINFORCEMENT STEEL UNLESS OTHERWISE NOTED SHALL BE:

A - CONCRETE DEPOSITED AGAINST GRADE - 3"

B - CONCRETE EXPOSED TO THE WEATHER OR IN CONTACT WITH GROUND - 2"

C - SLAB AND WALLS NOT EXPOSED TO THE WEATHER - 3/4"

D - BEAMS COVER MAIN REINFORCING - 2"

E - SLAB ON GRADE (NOT STRUCTURAL) - AT CENTERLINE

F - COLUMNS COVER MAIN REINFORCING - 2"

8. WHEN POURING AND CURING CONCRETE THE MINIMUM TEMPERATURE SHALL BE 50° AND SHALL BE MAINTAINED AT LEAST 50° FOR SEVEN DAYS

2 STORAGE AREA BUILDING SECTION

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

CONTROL JOINT NOTES:

1. CUT SLAB AS SOON AS AGGREGATE DOES NOT DISLODGE (MUST BE WITHIN THE SAME DAY AS CONCRETE

PLACEMENT)

2. HAND TOOL JOINT TO FACE OF WALL WHERE SAWCUT DOES NOT REACH

FOUNDATION NOTES:

1. ALLOWABLE SOIL BEARING CAPACITY IS 2,500 PSF.

2. CONCRETE SLAB SHALL BE 4" THICK (U.N.O) 3,500 PSI @ 28

DAYS WITH 6X6-W1.4/W1.4 W.W.R. (CENTERED) OVER 10 MIL

VAPOR RETARDER ON TERMITE TREATED, CLEAN

COMPACTED FILL (U.N.O.); (2) LAYERS W.W.F. WHERE NOTED.

3. ALL EXTERIOR THRESHOLDS SHALL BE IN ACCORDANCE W/

FLORIDA ACCESSIBILITY CODE 11-4.5.2.

4. SUB-GRADE SHALL BE WELL DRAINED AND OF UNIFORM

BEARING STRENGTH.

5. SUB-GRADE SHALL BE ROLLER COMPACTED TO MINIMUM 95%

PROCTOR DENSITY, UNLESS A HIGHER VALUE IS SPECIFIED

IN GEOTECHNICAL REPORT.

6. SUB-GRADE SHALL BE MOIST DURING CONCRETE

PLACEMENT.

7. THE TOP OF ALL FOOTERS IS TO BE PLACED 1'-6" MINIMUM

BELOW GRADE U.N.O.

8. CONTRACTORS SHALL ENSURE THAT CONCRETE COVER TO

REBAR IN THE SLAB IS IN ACCORDANCE WITH ACI316.

9. CONTRACTOR SHALL ENSURE THAT CONCRETE

CONSTRUCTION CONFORMS TO ACI 301 (CURRENT),

SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR

BUILDINGS, ACI 302 (CURRENT), GUIDE FOR CONCRETE

FLOOR AND SLAB CONSTRUCTION, AND ACI 318 (CURRENT),

BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE, AS MODIFIED HEREAFTER.

10. CONCRETE SUPPLIER SHALL PROVIDE A MIX RESULTING IN

MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, (f'c = 3,000

PSI) AS MEASURED BY TESTING CYLINDRICAL SPECIMENS

PER ASTM C-39 (U.N.O.).

11. A LAYER OF 10 MIL VAPOR RETARDER SHALL BE PROVIDED

AS A VAPOR BARRIER UNDER THE SLAB (TAPE JOINTS: 6"

LAPPED AND TAPED).

12. PROVIDE

1

2

" THICK X 4" WIDE BITUMINOUS EXPANSION JOINT

MATERIAL (U.N.O.) AT ALL SURFACES WHERE EXTERIOR

SLABS ABUT FLOOR SLABS.

13. PROVIDE STEEL TROWEL FINISH FOR INTERIOR SLAB AREAS,

CREATE BROOM FINISH TEXTURE FOR EXTERIOR SLABS.

24"

(TYP.)

LIGHTWEIGHT STEEL

FLOOR JOIST

24"

(T

YP

.)

4X4 WOOD POST

FOR RAILING ABOVE

WOOD STAIR; SEE

STAIR FRAMING

6/A2.1 FOR MORE

INFORMATION

HORIZONTAL

BRACING; @ 24" O.C.

STAGGERED

GUARDRAIL POST

2X6 P.T. WOOD JOIT

DOUBLE 2X8 P.T.

WOOD RIM BEAM

DECKING

4X4 P.T. WOOD

POST

SIMPSON CBSQ44;

INSTALL PER

MANUFACTURER

3'-0" MIN.

34

" - 3

8"

PE

R L

OC

AT

IO

N

SE

E

FN

D.

PL

AN

2X6 P.T. WOOD

HORIZONTAL BRACING

9'-0"

34" - 38"

5

8

" TYPE X GYPSUM WALL BOARD

18 GAUGE STEEL BOX HEADER

18 GAUGE HORIZONTAL

BRACING; @ 24" O.C.

18 GAUGE STEEL FRAMING

2X4 P.T. WOOD BASE PLATE

2X4 P.T. WOOD RAILING POST

3-5/8" 18 GAUGE METAL TRACK

1

2

" PLYWOOD COVERING

5

8

" TYPE X GYPSUM WALL BOARD

3

4

" PLYWOOD DECKING

2X2 P.T. WOOD BALUSTER;

MAX. 4" APART

(2) 2X8 P.T.

WOOD JOIST

2X6 P.T. WOOD

JOIST

HORIZONTAL

WOOD BRACING

PRE-ENGINEERED

WOOD STAIR

STRINGER

STEEL FRAMING; SEE DETAIL 5/A2.1

FOR MORE INFORMATION

LOCATE POST BESIDE

STRUCTURAL STEEL

SUPPORT

BUILDING

STRUCTURAL STEEL

SUPPORT; SEE

MANUFACTURE

DRAWINGS FOR FINAL

LOCATION

SEE TYPICAL WOOD LANDING

DETAIL 3/A2.1 FOR MORE

INFORMATION

2X2 P.T. WOOD

BALUSTER

4X4 P.T. WOOD POST

2 BY WOOD RAILING

SEE TYPICAL WOOD LANDING

DETAIL 3/A2.1 FOR MORE

INFORMATION ON CONNECTION

TO SLAB

PRE-ENGINEERED

WOOD STAIR

4" M

AX

SE

PA

RA

TIO

N

34

" - 3

8"

34

" - 3

8"

1'-0"

MIN.

A2.1

SECOND

FLOOR FRAMING

PLAN, DETAIL

AND NOTES

C 2020 LIVESTONE CONSULTING INC.

SEAL

SHEET NUMBER

REVISIONS

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM

PROJECT NUMBER

SHEET TITLE

DESIGNED BY: JEM

DESCRIPTIONNO. DATE

G19-0004-001

04/14/2020

www.LivestoneConsulting.com

GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

INDOOR

OWNER

L1302130000320

L1302130000317

TRAINING

Pasco County

2901 West Busch Blvd. Ste. 204

Tampa, FL 33618

Phone: 813-345-2612

OPEN

Sheriff Department

7220 Osteen Road

New Port Richey, FL 34653

5 STEEL DECKING FRAMING PLAN

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

GENRAL NOTES:

4 NOT USED

NA NOTE:

3 TYPICAL STAIR LANDING DETAIL

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

1 TYPICAL FLOOR JOIST AND RAILING DETAIL

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

6 WOOD STAIR DECKING FRAMING PLAN

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

7 NOT USED

N/A NOTE:

2 TYPICAL RAILING DEATIL

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

UP

DOWN

OC

SD

OCSD

OC

LED-6

LED-

4

LED-

4

LED-

4

LED-

4

LED-6 LED-6

LED-6 LED-6 LED-6

LED-6 LED-6 LED-6

LED-6 LED-6 LED-6

LED-6

LED-6

FL

FL

FL

FL

EE

EE

EE

PX-03

9'-0"

PX-03

9'-0"

PX-03

9'-0"

OP

±9'-0"

OP

±18'-0"

OP

±18'-0"

A3.0

REFLECTED

CEILING PLAN

AND NOTES

C 2020 LIVESTONE CONSULTING INC.

SEAL

SHEET NUMBER

REVISIONS

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM

PROJECT NUMBER

SHEET TITLE

DESIGNED BY: JEM

DESCRIPTIONNO. DATE

G19-0004-001

04/14/2020

www.LivestoneConsulting.com

GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

INDOOR

OWNER

L1302130000320

L1302130000317

TRAINING

Pasco County

2901 West Busch Blvd. Ste. 204

Tampa, FL 33618

Phone: 813-345-2612

OPEN

Sheriff Department

7220 Osteen Road

New Port Richey, FL 34653

REFLECTED CEILING PLAN NOTES:

1. IN THE MAIN AREA THE CEILING IS TO BE EXPOSED TRUSSES.

2. STORAGE ROOM AND MECHANICAL ROOM TO BE

5

8

" TYPE X GYPSUM

WALL BOARD CEILING @ 9'-0" A.F.F. U.N.O.

4. ALL LIGHTING SHOWN IS FOR REFERENCE ONLY; REFER TO

ELECTRICAL DRAWING BY ENGINEER FOR MORE INFORMATION.

LIGHTING SCHEDULE:

DESCRIPTION MANUFACTURER

LIGHTING SCHEDULE

CODE MODEL # REMARKS

1. PROVIDE ALL FIXTURES COMPLETE WITH LAMPS

2. PROVIDE ALL REQUIRED MOUNTING OR HANGING HARDWARE

3. THE QUANITIES SHOWN IN THE LIGHTING SCHEDULE ARE BASED ON THE NUMBER OF FIXTURES SHOWN IN THE CONSTRUCTION DOCUMENTS; REFER TO GENERAL NOTE #2 ON SHEET A2.1

LED-4 2' X 2' LED VOLUMETRIC WHITE TROFFER LIGHT ENVIROLITE EVTR22DI23WD

OC CEILING SENSOR LOW VOLTAGE BY PIR SWITCH MOTION DETECTOR, OCCUPANCY SENSOR

MOUNT, CEILING LIGHT SENSOR, WHITE

ENERLITES MPC-50L-STICKER

LED-6 VERIFY INSTALLATION WITH OWNER

TO BE LOCATED EXTERIOR OF THE BUILDING

VERIFY INSTALLATION WITH OWNER

FL GOOD EARTH LIGHTING 6.25-IN 2-HEAD LED WHITE SWITCH-CONTROLLED FLOOD LIGHT GOOD EARTH LIGHTING SE1092-WH3-00LF0-G

QUANTITIES

4

3

14

4

WIRE FOR DAYLIGHTING WITH MANUAL CUT OFF

4 NOT USED

N/A NOTE:

HVAC NOTES:

1. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF AIR SUPPLY AND RETURNS.

2. GENERAL CONTRACTOR TO COORDINATE MECHANICAL DRAWINGS WITH

REFLECTED CEILING PLAN TO AVOID CONFLICT.

LEGEND:

SDSMOKE DETECTOR

LED-4

LED-6

4" X 4' LED TROFFER LIGHT

2 X 2 LED TROFFER LIGHT

EXTERIOR FLOOD LIGHT

FL

OCCUPANCY CENSOROC

2 NOT USED

N/A NOTE:

EMERGENCY EXIT FLOOD LIGHT

EE

1 FT. X 4 FT. 50-WATT INTEGRATED LED EDGE-LIT PANEL FLUSH MOUNT WRAPAROUND LIGHT

COMMERCIAL ELECTRIC 74031/HD-G2

EE COMBO 14-WATT WITH NICAD 9.6 VOLT BATTERY WHITE INTEGRATED LED EXIT SIGN AND

EMERGENCY LIGHT

COMMERCIAL ELECTRIC EECLEDRG120277 3

1 REFLECTED CEILING PAN - GROUND FLOOR

3/16" = 1'-0" NOTE:

3 REFLECTED CEILING PLAN - ATTIC

3/16" = 1'-0" NOTE:

CEILING FINISH SCHEDULE:

CODE MATERIAL MANUFACTURER PRODUCT INFORMATION REMARKS

PX-03 5/8" GYPSUM WALL

BOARD, TYPE X

AMERICAN GYPSUM N/A LIGHT ORANGE PEEL FINISH U.N.O.; PAINT WITH

SHERWIN WILLIAMS SW7006, EXTRA WHITE, FLAT

WALL AND CEILING FINISH CLASSIFICATION

CLASS A PER FBC 803

NOTES:

1. ANY MATERIAL SUBSTITUTES ARE TO BE SUBMITTED FOR APPROVAL BY ARCHITECT

2. COORDINATE AND VERIFY ALL CEILING FINISH INSTALLATIONS WITH MECHANICAL AND ELECTRICAL DRAWINGS TO AVOID OVERLAP; INCLUDING EMERGENCY EXIT FIXTURES, SUPPLY REGISTERS AND RETURN GRILLS - CONTACT

ARCHITECT WITH CONFLICTS

OP OPEN EXPOSED CEILING TRUSSES

UP

DOWN

TO SECOND

FLOOR

TO FIRST FLOOR

S

4

GF

I

S

S

3

S

S

4

S

4

S

3

GF

I

A3.1

ARCHITECTURAL

ELECTRICAL PLAN

AND NOTES

C 2020 LIVESTONE CONSULTING INC.

SEAL

SHEET NUMBER

REVISIONS

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM

PROJECT NUMBER

SHEET TITLE

DESIGNED BY: JEM

DESCRIPTIONNO. DATE

G19-0004-001

04/14/2020

www.LivestoneConsulting.com

GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

INDOOR

OWNER

L1302130000320

L1302130000317

TRAINING

Pasco County

2901 West Busch Blvd. Ste. 204

Tampa, FL 33618

Phone: 813-345-2612

OPEN

Sheriff Department

7220 Osteen Road

New Port Richey, FL 34653

ELECTRICAL LEGEND:

GFI

S

DUPLEX OUTLET

GFI OUTLET; LOCATED @ 42" A.F.F.

UNLESS OTHERWISE NOTED

LIGHT SWITCH

3 WAY LIGHT SWITCH

GENERAL NOTES:

1. REFER TO LIGHTING SCHEDULE ON A2.0 FOR MORE

INFORMATION ON FIXTURE MAKE AND MODEL.

2. LIGHTING PLANS ARE FOR REFERENCE ONLY; ALL FINAL

DECISIONS ON QUANTITY, FIXTURE MAKE AND MODEL,

AND LOCATIONS ARE TO BE DETERMINED BY OWNER.

3. GENERAL CONTRACTOR'S ELECTRICIAN TO PROVIDE

COMPLETED DRAWINGS AND CALCULATIONS REQUIRED

BY THE AUTHORITY HAVING JURISDICTION.

4. GENERAL CONTRACTOR'S ELECTRICAL

SUB-CONTRACTOR TO PROVIDE PANEL SCHEDULE AND

ALL REQUIRED DOCUMENTATION TO THE AUTHORITY

HAVING JURISDICTION.

5. THE POWER SHOWN IS FOR GENERAL LOCATION

PURPOSES ONLY; CONTRACTOR TO PROVIDE

SUFFICIENT SERVICE AND CIRCUIT LOADING TO ALL

ELECTRICAL DEVICES.

6. ALL ELECTRICAL RECEPTACLES ARE TO BE MOUNTED @

18: AFF UNLESS OTHERWISE NOTED.

7. ALL FLOOD LIGHTS ARE TO BE ON A LIGHT SENSOR

CONNECTED TO A MANUAL CUT OFF SWITCH.

8. GENERAL CONTRACTOR TO COORDINATE WITH OWNER

ON FINAL LOCATION OF OUTLETS.

9. ALL ELECTRICAL SHOWN IS FOR REFERENCE ONLY;

REFER TO ELECTRICAL DRAWING BY ENGINEER FOR

MORE INFORMATION.

3

S

2 NOT USED

N/A NOTE:

4 NOT USED

N/A NOTE:

1 ELECTRICAL PLAN - GROUND FLOOR

3/16" = 1'-0" NOTE:

3 ELECTRICAL PLAN - ATTIC

3/16" = 1'-0" NOTE:

SIDING BY BUILDING MANUFACTURER

18'-0"

50'-0"

6'-0"

7'

2'-10"

7'-0"

6'-0"

1 X 3 P.T. ALUM. TRIM AROUND

DOORS AND WINDOWS

ROOF BY BUILDING MANUFACTURER;

SLOPE MAY VERY

20'-11"

7'-0"

10'-0"

ROLL UP METAL DOOR

18'-0"

50'-0"

20'-11"

1 X 3 P.T. ALUM. TRIM AROUND

DOORS AND WINDOWS

ROOF BY BUILDING MANUFACTURER;

SLOPE MAY VERY

A4.0

BUIDLING

ELEVATIONS

& NOTES

C 2020 LIVESTONE CONSULTING INC.

SEAL

SHEET NUMBER

REVISIONS

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM

PROJECT NUMBER

SHEET TITLE

DESIGNED BY: JEM

DESCRIPTIONNO. DATE

G19-0004-001

04/14/2020

www.LivestoneConsulting.com

GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

INDOOR

OWNER

L1302130000320

L1302130000317

TRAINING

Pasco County

2901 West Busch Blvd. Ste. 204

Tampa, FL 33618

Phone: 813-345-2612

OPEN

Sheriff Department

7220 Osteen Road

New Port Richey, FL 34653

1 NORTH ELEVATION

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

GENERAL NOTES:

1. BUILDING SIDING FINISH AND STYLE BY BUILDING MANUFACTURE.

2. ALL TRIM AROUND DOORS AND WINDOWS IS TO BE P.T. WOOD; PAINT COLOR TO BE SELECTED

BY OWNER.

4 NOT USED

N/A NOTE:

2 SOUTH ELEVATION

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

3 NOT USED

N/A NOTE:

7'-0"

3'-0"

18'-0" F

LO

OR

H

EIG

HT

80'-0"

ROOF BY BUILDING MANUFACTURER;

SLOPE MAY VERY

SIDING BY BUILDING MANUFACTURER

20'-11"

12'-6"

18'-0" F

LO

OR

H

EIG

HT

7'-0"

6'-0"

7'-0"

80'-0"

ROLL UP METAL DOORROOF BY BUILDING

MANUFACTURER; SLOPE MAY VERY

SIDING BY BUILDING MANUFACTURER

20'-11"

9'-10" 10'-0" 17'-2"

A4.1

BUILDING

ELEVATIONS

& NOTES

C 2020 LIVESTONE CONSULTING INC.

SEAL

SHEET NUMBER

REVISIONS

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM

PROJECT NUMBER

SHEET TITLE

DESIGNED BY: JEM

DESCRIPTIONNO. DATE

G19-0004-001

04/14/2020

www.LivestoneConsulting.com

GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

INDOOR

OWNER

L1302130000320

L1302130000317

TRAINING

Pasco County

2901 West Busch Blvd. Ste. 204

Tampa, FL 33618

Phone: 813-345-2612

OPEN

Sheriff Department

7220 Osteen Road

New Port Richey, FL 34653

2 EAST ELEVATION

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

3 NOT USED

N/A NOTE:

1 WEST ELEVATION

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

4 NOT USED

N/A NOTE:

OPEN OFFICE/

STORAGE AREA

STORAGE AREA

MECH.

ROOM

PR

ELIM

IN

AR

Y, N

OT

F

OR

C

ON

ST

RU

CT

IO

N

M1.0

MECHANICAL

FLOOR PLAN

C 2019 LIVESTONE CONSULTING INC.

SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE

www.LivestoneConsulting.com

NEW CONSTRUCTION

OWNER

2901 West Busch Blvd. Ste. 204

Tampa, FL 33618

XXXXX

XXXXX, FL 33XXX

G19-0004-001

04/01/2019

PROJECT

XXXXX

XXXXX, FL 33XXX

NET

AREA Outdoor Based on Outdoor

S.F. Floor Area

Person(s)

CFM

Code

CFM

PR

ELIM

IN

AR

Y, N

OT

F

OR

C

ON

ST

RU

CT

IO

N

M2.0

MECHANICAL

SCHEDULES,

LEGEND AND

C 2019 LIVESTONE CONSULTING INC.

SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE

www.LivestoneConsulting.com

NEW CONSTRUCTION

OWNER

2901 West Busch Blvd. Ste. 204

Tampa, FL 33618

XXXXX

XXXXX, FL 33XXX

G19-0004-001

04/01/2019

PROJECT

XXXXX

XXXXX, FL 33XXX

NOTES

PR

ELIM

IN

AR

Y, N

OT

F

OR

C

ON

ST

RU

CT

IO

N

M3.0

MECHANICAL

DETAILS

C 2019 LIVESTONE CONSULTING INC.

SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE

www.LivestoneConsulting.com

NEW CONSTRUCTION

OWNER

2901 West Busch Blvd. Ste. 204

Tampa, FL 33618

XXXXX

XXXXX, FL 33XXX

G19-0004-001

04/01/2019

PROJECT

XXXXX

XXXXX, FL 33XXX

ABBREVIATION

AFG ABOVE FINISH GRADE

AHJ AUTHORITY HAVING JURISDICTION

AIC AVAILABLE INTERRUPTING CURRENT

AL ALUMINUM

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIAL

AWG AMERICAN WIRE GAUGE

BLDG BUILDING

C. CONDUIT

C.T. CURRENT TRANSFORMER

CU COPPER

DISC. DISCONNECT SWITCH

EQ EQUAL

EQPT. EQUIPMENT

ETC. ET CETERA

EX EXISTING

GFI GROUND FAULT INTERRUPTER

GND GROUND

KV KILOVOLTS

KVA KILOVOLT AMPERES

KWH KILOWATT HOUR

MAX MAXIMUM

MIN. MINIMUM

MPH MILES PER HOUR

MTD. MOUNTED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

PRE-FAB PRE-FABRICATED

PVC POLYVINYL CHLORIDE

RGSC RIGID GALVANIZED STEEL CONDUIT

SCT SECTION

SYS SYSTEM

TYP. TYPICAL

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

WP WATERPROOF

XFMR TRANSFORMER

MANUAL MOTOR STARTER WITH THERMAL OVERLOAD

PROTECTION, NEMA TYPE 1 ENCLOSURE UNO.

GFIWP

4' STRIP FLUORESCENT LIGHTING FIXTURE.

2'X4' RECESSED MOUNTED FLUORESCENT LIGHTING

FIXTURE.

SYMBOL

ELECTRICAL SYMBOL LEGEND

SINGLE POLE TOGGLE SWITCH (DIMMING TYPE FOR

DINING AREA), "3" DENOTES 3-WAY SWITCH, 48" AFF.

LOWER CASE LETTER INDICATES SWITCH CONTROLS.

DUPLEX RECEPTACLE, "GFI" DENOTES GROUND FAULT

CIRCUIT INTERRUPTER (HUBBELL CAT. NO. GF5352-A,

"WP" DENOTES WEATHERPROOF OUTLET BOX & COVER

(TAYMAC CAT. NO. 72204, LOCKABLE & KEYED ALIKE), 18"

AFF UNO.

JUNCTION BOX, SIZE AS REQUIRED, 4" SQUARE MINIMUM.

FUSIBLE DISCONNECT SWITCH, HORSEPOWER RATED,

NEMA TYPE 1 ENCLOSURE UNO, "WP" DENOTES NEMA

TYPE 3R ENCLOSURE.

NON-FUSIBLE DISCONNECT SWITCH, HORSEPOWER

RATED, NEMA TYPE 1 ENCLOSURE UNO, "WP" DENOTES

NEMA TYPE 3R ENCLOSURE.

RECESSED MOUNTED PANELBOARD, 120/208V, 3Ø

DESCRIPTION

CIRCUIT HOMERUN

RECESSED MOUNTED COMPACT FLUORESCENT DOWN

LIGHT. CAPITAL LETTER INDICATE FIXTURE TYPE.

PENDANT MOUNTED LIGHTING FIXTURE.

COMBINATION CEILING MOUNTED FAN WITH LIGHTING

FIXTURE.

a

K

F

NF

SINGLE RECEPTACLE.

EXIT SIGN.

COMBINATION EXIT SIGN AND EMERGENCY LIGHTING

UNIT.

FAN SWITCH

WALL MOUNTED EMERGENCY LIGHTING UNIT.

CEILING MOUNTED EMERGENCY LIGHTING UNIT.

DATA OUTLET.

P

DOUBLE DUPLEX (QUAD) RECEPTACLE, "GFI" DENOTES

GROUND FAULT CIRCUIT INTERRUPTER, 18" AFF UNO.

GFI

SURFACE MOUNTED PANELBOARD, 120/208V, 3Ø

WET LOCATION WALL PACK

J

GENERAL PROJECT TECHNICAL NOTES:

1. CONDUCTORS NO. 8 AWG AND LARGER SHALL BE STRANDED. CONDUCTORS

NO. 10 AWG AND SMALLER SHALL BE SOLID. ALL CONDUCTORS SHALL BE

COPPER. MINIMUM SIZE FOR BRANCH CIRCUITS SHALL BE NO. 12 AWG.

COLOR SHALL BE GREEN FOR EQUIPMENT GROUNDING CONDUCTORS AND

WHITE FOR NEUTRALS. CONDUCTORS SHALL BE 600 VOLT, 75 DEGREE

INSULATION, TYPE "THHN/THWN".

2. TOGGLE SWITCHES: FS W-S-896, TOTALLY ENCLOSED WITH BODIES OF

THERMOSETTING PLASTIC AND MOUNTING STRAP. HANDLES SHALL BE

IVORY. WIRING TERMINALS SHALL BE SCREW TYPE, SIDE WIRED SWITCHES,

QUIET TYPE, 20 AMPERE, 120/277VAC, AND NUMBER OF POLES AS INDICATED.

UL LISTED TO FEDERAL SPECIFICATIONS.

3. RECEPTACLES: UL 498 AND NEMA WD 1, GENERAL GRADE, HEAVY DUTY,

GROUNDING TYPE, NEMA 5-20R CONFIGURATION. PROVIDE SCREW TYPE,

SIDE WIRED, WIRING TERMINALS. CONNECT GROUNDING POLE TO

MOUNTING STRAP.

4. CIRCUIT BREAKERS SHALL CONFORM TO FS W-C-376, UL 489, THERMAL

MAGNETIC TYPE WITH MINIMUM INTERRUPTING RATING AS SHOWN.

BREAKER DESIGN SHALL BE SUCH THAT OVERLOAD IN ONE POLE SHALL

AUTOMATICALLY CAUSES ALL POLES TO OPEN. MAINTAIN PHASE SEQUENCE

THROUGHOUT EACH PANEL SO THAT ANY TWO ADJACENT BREAKER POLES

ARE CONNECTED TO PHASE A AND B RESPECTIVELY. CIRCUIT BREAKERS

SHALL BE OF THE PLUG-ON TYPE WHERE AVAILABLE FROM THE

MANUFACTURERS.

5. GROUND FAULT CIRCUIT INTERRUPTER (GFCI) RECEPATCLES: UL 943,

DUPLEX TYPE FOR MOUNTING IN STANDARD OUTLET BOX. DEVICE SHALL BE

CAPABLE OF DETECTING CURRENT LEAK OF 6 MILLIAMPERES OR GREATER

AND TRIPPING PER REQUIREMENTS OF UL 943 CLASS A GFCI DEVICES.

6. DEVICE PLATES: SMOOTH NYLON, STANDARD NEMA DESIGN, COLOR

MATCHING SCREWS. COLOR TO BE SELECTED BY OWNER.

7. OUTLET BOX SHALL CONFORM TO UL 514A, CADMIUM OR ZINC COATED,

FERROUS METAL.

8. DISCONNECT SWITCHES SHALL BE GENERAL DUTY TYPE, 240VAC,

HORSEPOWER RATED, FUSED OR NON-FUSED AS INDICATED, NEMA TYPE 1

ENCLOSURE (FOR INDOOR), NEMA TYPE 3R ENCLOSURE (FOR OUTDOOR),

WITH PADLOCK PROVISIONS AND CONFORMING TO NEMA KS-1.

9. PROVIDE CONDUCTOR IDENTIFICATION WITHIN EACH ENCLOSURE WHERE

TAP, SPLICE, OR TERMINATION IS MADE. FOR CONDUCTORS NO. 6 AWG AND

SMALLER DIAMETER, COLOR CODING SHALL BE BY FACTORY APPLIED,

COLOR IMPREGNATED INSULATION. FOR CONDUCTORS NO. 4 AWG AND

LARGER DIAMETER, COLOR CODING SHALL BE PLASTIC COATED, SELF

STICKING MARKERS; COLORED NYLON CABLE TIES AND PLATES; OR HEAT

SHRINK TYPE SLEEVES.

10. MAKE SPLICES IN ACCESSIBLE LOCATIONS. MAKE SPLICES IN CONDUCTORS

NO. 10 AWG AND SMALLER DIAMETER WITH INSULATED, PRESSURE TYPE

CONNECTOR IN ACCORDANCE WITH UL 486A OR UL 486C (TWISTED ON

SPLICING CONNECTOR). MAKE SPLICES IN CONDUCTOR NO. 8 AWG AND

LARGER MATERIAL WITH SOLDERLESS CONNECTOR IN ACCORDANCE WITH

UL 486A AND COVER WITH INSULATION MATERIAL EQUIVALENT TO

CONDUCTOR INSULATION.

11. INSTALL COVERS AND DEVICE PLATES WITH EDGES IN CONTINUOUS

CONTACT WITH FINISHED WALL SURFACES WITHOUT USE OF MATS OR

SIMILAR DEVICES. PLASTER FILLINGS ARE NOT PERMITTED. INSTALL

PLATES WITH ALIGNMENT TOLERANCE OF 1/6 INCH.

12. LIQUIDTIGHT FLEXIBLE CONDUIT SHALL BE STEEL (PVC JACKET)

CONFORMING TO UL 360 AND FITTINGS CONFORMING TO UL 1660.

13. ALL ELECTRICAL EQUIPMENT SHALL BE NEW (OBTAINED WRITTEN APPROVAL

FROM OWNER FOR REUSING EXISTING EQUIPMENT AND CONDUIT), UL

LISTED AND APPROVED FOR INTENDED USE.

14. ALL CONDUITS AND JUNCTION BOXES SHALL BE LABEL WITH BLACK

PERMANENT MARKER AT EACH ENDS INDICATING THE PANEL AND CIRCUIT

NUMBER(S).

15. PROVIDE SEPARATE NEUTRAL CONDUCTOR FOR EACH 120V CIRCUIT.

16. WITHIN 30 DAYS AFTER THE DATE OF CERTIFICATE OF OCCUPANCY,

CONTRACTOR SHALL PROVIDE "AS-BUILT" ELECTRICAL DRAWINGS

DEPICTING THE ACTUAL ELECTRICAL FIELD INSTALLATIONS IN ACCORDANCE

WITH THE FBC 13-413.1.ABC.2.1.1 TO THE BUILDING OWNER.

17. WITHIN 30 DAYS AFTER THE DATE OF CERTIFICATE OF OCCUPANCY,

CONTRACTOR SHALL PROVIDE OPERATING MANUAL AND MAINTENANCE

MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER, INCLUDING

SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS

FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE, CLEARLY

IDENTIFIED REQUIRED ROUTINE MAINTENANCE ACTIONS, AND NAMES AND

ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY PER FBC

13-413.1.ABC.2.2.1

18. THE FOLLOWING CONDUCTOR SIZES SHALL BE OBSERVED FOR ALL BRANCH

CIRCUITS:

CONDUCTOR SIZE 120V 208V

#12 AWG 0-70 FT 0-135 FT

#10 AWG 71-120 FT 136-220 FT

#8 AWG 121-315 FT 221-325 FT

19. CONDUCTORS SHALL HAVE THE FOLLOWING COLOR CODES:

VOLTAGE SYSTEM PHASE A PHASE B PHASE C NEUTRAL

120/208V, 3Ø, 4W BLACK RED BLUE WHITE

RECESSED MOUNTED LIGHTING CONTROL PANELBOARD

SMOKE DETECTORSD

GENERAL PROJECT TECHNICAL NOTES:

1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE

LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, NFPA 101, AND

STATE AND LOCAL CODE ORDINANCES.

2. DO NOT SCALE DRAWINGS, USE FIELD MEASUREMENTS.

3. CONTRACTORS SHALL VISIT THE SITE AND THOROUGHLY EXAMINE ALL

CONTRACT DOCUMENTS, DRAWINGS, AND DETAILS TO HAVE COMPLETE

UNDERSTANDING OF THE SCOPE OF THIS PROJECT AND ALL EXISTING

CONDITIONS BEFORE SUBMITTING THEIR PROPOSAL BID. ALSO, ANY

QUESTION, DISCREPANCY OR IRREGULARITY THAT A SUCCESSFUL

CONTRACTOR MAY HAVE OR FIND SHALL BE CLARIFIED PRIOR TO

CONTRACT FINALIZATION. FAILURE TO DO SO SHALL NOT RELIEVE THE

CONTRACTOR OF RESPONSIBILITY TO PERFORM ALL WORK AND ALL

MATERIALS AND EQUIPMENT REQUIRED FOR COMPLETE AND

SATISFACTORY INSTALLATION AS INTENDED BY THIS DESIGN AND THE

SCOPE OF THIS PROJECT.

4. REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ADDITIONAL

GENERAL NOTES WHICH SHALL APPLY HERE.

5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE

WITH ALL UTILITY COMPANIES.

6. VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK AND

NOTIFY THE GENERAL CONTRACTOR IF A CONDITION PREVENTS THE

INTENT OF THESE PLANS.

7. REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ADDITIONAL

GENERAL NOTES WHICH SHALL APPLY HERE.

8. NOTES ON DRAWINGS SHALL APPLY TO ALL SIMILAR CONDITIONS

WHETHER THEY ARE REPEATED OR NOT.

9. ELECTRICAL CONTRACTOR SHALL VERIFY TOTAL CONNECTED LOAD/HP

WITH MECHANICAL CONTRACTOR PRIOR TO WIRING OF ALL HVAC

EQUIPMENT. MAKE ANY CHANGES TO OVERCURRENT DEVICES OR

FEEDER SIZE PER THE LATEST EDITION OF THE NATIONAL ELECTRICAL

CODE.

10. BOXES LOCATED ON OPPOSITE SIDES OF NON-FIRE RATED WALLS SHALL

BE OFFSET A MINIMUM OF 6" HORIZONTALLY. BOXES ON OPPOSITE SIDES

OF FIRE RATED WALL SHALL BE OFFSET A MINIMUM OF 24" HORIZONTALLY.

"THRU-THE WALL" BOXES SHALL NOT BE ALLOWED WITHOUT PRIOR

WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER.

11. ALL TEMPERATURE CONTROL WIRING SHALL BE FURNISHED AND

INSTALLED BY OTHERS.

12. ELECTRICAL CONTRACTOR SHALL VERIFY TOTAL CONNECTED LOAD/HP

WITH MECHANICAL CONTRACTOR PRIOR TO WIRING OF ALL HVAC

EQUIPMENT. MAKE ANY CHANGES TO OVERCURRENT DEVICES OR FEEDER

SIZE PER THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE.

13. PROVIDE GROUNDING IN ACCORDANCE WITH THE LATEST NEC, IN

PARTICULAR ARTICLE 250. GROUND RESISTANCE SHALL NOT EXCEED 25

OHMS. PROVIDE INSULATED GREEN EQUIPMENT GROUNDING

CONDUCTORS FOR ALL RACEWAYS. GROUNDING CONDUCTORS SHALL BE

SEPARATE FROM ELECTRICAL SYSTEM NEUTRAL CONDUCTORS.

14. GROUNDING CONDUCTORS (ALL GROUNDING REQUIREMENTS) SHALL BE

INSTALLED AS DIRECTED BY EQUIPMENT MANUFACTURER AND AS SHOWN

ON DRAWINGS.

15. GROUND EXPOSED, NON-CURRENT CARRYING METALLIC PARTS OF

ELECTRICAL EQUIPMENT, METALLIC RACEWAY SYSTEMS, GROUNDING

CONDUCTOR IN METALLIC AND NON-METALLIC RACEWAYS, AND NEUTRAL

CONDUCTORS OF WIRING SYSTEMS AND IN ACCORDANCE WITH THE

NATIONAL ELECTRICAL CODE, ARTICLE 250.

16. PROVIDE LAMINATED PLASTIC NAMEPLATES FOR EACH PANELBOARD.

EACH NAMEPLATE INSCRIPTION SHALL IDENTIFY THE FUNCTION, AND,

WHEN APPLICABLE, THE POSITION. NAMEPLATE SHALL BE MELAMINE

PLASTIC, 0.125 INCH THICK, WHITE WITH BLACK CENTER CORE. SURFACE

SHALL BE MATTE FINISH. CORNERS SHALL BE SQUARE. ACCURATELY

ALIGN LETTERING AND ENGRAVE INTO THE CORE. MINIMUM SIZE OF

NAMEPLATES SHALL BE 1 X 2.5 INCHES. LETTERING SHALL BE A MINIMUM

OF 0.25 INCH HIGH NORMAL BLOCK STYLE. FASTEN NAMEPLATES TO THE

DEVICE WITH A MINIMUM OF TWO SHEET METAL SCREWS OR TWO RIVETS.

PROVIDE LAMINATED PLASTIC NAMEPLATES FOR EACH PIECE OF

EQUIPMENT BEARING THE AVAILABLE FAULT CURRENT AND DATE OF

CALCULATION. PROVIDE LAMINATED PLASTIC NAMEPLATES INDICATING

ALTERNATE POWER SOURCE TO SERVICE EQUIPMENT AND INDICATE

POINT OF ORIGINATION AND LOCATION.

17. ALL CONDUCTORS SHALL BE COPPER. MINIMUM SIZE FOR BRANCH

CIRCUITS SHALL BE NO. 12 AWG. COLOR SHALL BE GREEN FOR

EQUIPMENT GROUNDING CONDUCTORS AND WHITE FOR NEUTRALS.

CONDUCTORS SHALL BE 600 VOLT, 75° INSULATION, TYPE "THHN/THWN".

18. PROVIDE #10 AWG CONDUCTORS FOR PHASE, NEUTRAL, AND EQUIPMENT

GROUNDING CONDUCTORS FOR ALL 20A, 120V CIRCUITS EXCEEDING 75LF

AND IS IN COMPLIANCE WITH FBC 13-413.

19. SECURELY SUPPORT ALL EQUIPMENT AND CONDUITS INDEPENDENTLY OF

ALL OTHER SYSTEMS, PRIMARILY TO BUILDING STRUCTURE. UNLESS

INDICATED OTHERWISE, CONCEAL CONDUIT WITHIN FINISHED WALLS,

CEILING, OR FLOOR SLAB. INSTALL CONDUIT PARALLEL WITH OR AT RIGHT

ANGLES TO CEILINGS, WALLS, AND STRUCTURAL MEMBER.

20. PANELBOARD SHALL CONFORM TO UL 67 AND UL 50 AND SHALL BE

CIRCUIT BREAKER EQUIPPED. PROVIDE SEPARATE NEUTRAL AND

EQUIPMENT GROUND BUS. ALL BUS BARS SHALL BE COPPER.

21. INSTALL CONDUIT PARALLEL WITH OR AT RIGHT ANGLES TO CEILINGS,

WALLS, AND STRUCTURAL MEMBER. SUPPORT CONDUIT BY PIPE STRAPS,

WALL BRACKETS, HANGERS, OR CEILING TRAPEZE. FASTEN BY WOOD

SCREWS TO WOOD; BY TOGGLE BOLTS ON HOLLOW MASONRY UNITS; BY

STUDS, OR SPRING TENSION CLAMPS ON STEEL WORK. THREADED

C-CLAMPS MAY BE USED ON RIGID STEEL CONDUIT ONLY. DO NOT WELD

CONDUITS OR PIPE STRAPS TO STEEL STRUCTURES. LOAD APPLIED TO

FASTENERS SHALL NOT EXCEED ONE-FOURTH PROOF TEST LOAD.

FASTENERS ATTACHED TO CONCRETE CEILING SHALL BE VIBRATION

RESISTANT AND SHOCK RESISTANT. HOLES CUT TO DEPTH OF MORE

THAN 1-1/2 INCHES IN REINFORCED CONCRETE BEAMS OR TO DEPTH OF

MORE THAN 3/4 INCH IN CONCRETE JOINTS SHALL NOT CUT MAIN

REINFORCING BARS. FILL UNUSED HOLES.

22. MAKE CHANGES IN DIRECTION OF RUNS WITH SYMMETRICAL BENDS OR

CAST METAL FITTINGS. MAKE FIELD MADE BENDS AND OFFSETS WITH

HICKEY OR CONDUIT BENDING MACHINE. DO NOT INSTALL CRUSHED OR

DEFORMED CONDUIT. AVOID TRAPPED CONDUITS. PREVENT PLASTER,

DIRT, OR TRASH FROM LODGING IN CONDUIT, BOXES, FITTINGS, AND

EQUIPMENT DURING CONSTRUCTION. FREE CLOGGED CONDUIT OF

OBSTRUCTIONS.

23. OPENINGS AROUND ELECTRICAL PENETRATIONS THROUGH FIRE

RESISTANCE RATED WALLS, FLOORS, OR CEILINGS SHALL BE SEALED

WITH APPROVED FIRESTOPPED MATERIALS.

24. JUNCTION AND PULL BOXES SHALL CONFORM TO UL 50, HOT-DIP, ZINC

COATED, IF SHEET STEEL.

25. ALL INDOOR CONDUIT SHALL BE "EMT" CONFORMING TO UL 797/ANSI C80.2

AND FITTINGS CONFORMING TO UL 514B OR RACEWAY INSTALLED IN

ACCORDANCE WITH NEC. ALL UNDERGROUND CONDUITS SHALL BE PVC

SCHEDULE 40 BURIED AT A MINIMUM OF 24" BELOW FINISH GRADE OR

FLOOR. PROVIDE RGSC FOR ALL ELBOWS AND EXPOSED CONDUITS.

26. ALL ELECTRICAL EQUIPMENT SHALL BE NEW, UL LISTED AND APPROVED

FOR INTENDED USE.

27. VOICE AND DATA OUTLETS AND CABLING WILL BE PROVIDED BY OTHERS.

28. ALL EXPOSED CONDUIT SHALL BE INSTALLED AT LEAST 6" OFF THE FLOOR

AND 1" AWAY FROM THE WALL TO FACILITATE CLEANING.

29. PROVIDE PULL ROPES IN ALL EMPTY CONDUITS. PULL ROPES SHALL BE

PLASTIC HAVING MINIMUM 200 POUND TENSILE STRENGTH. LEAVE

MINIMUM OF 12 INCHES OF SLACK AT EACH END OF EMPTY CONDUITS.

30. ALL ELECTRICAL WORK AND MATERIALS SHALL BE PROVIDED (FURNISHED

AND INSTALLED) BY THE CONTRACTOR UNLESS INDICATED OTHERWISE.

31. ALL ELECTRICAL EQUIPMENT SHALL BE NEW (OBTAINED WRITTEN

APPROVAL FROM OWNER FOR REUSING EXISTING EQUIPMENT AND

CONDUIT), UL LISTED AND APPROVED FOR INTENDED USE.

OCCUPANCY SENSOR - WALL MOUNTED

CONSTRUCTION DOCUMENTS NOTES:

C405.6.4 COMPLETION REQUIREMENTS.

C405.6.4.1 DRAWINGS.

CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT WITHIN 30 DAYS AFTER THE DATE OF SYSTEM

ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING

OWNER, INCLUDING:

1.A SINGLE-LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND

2.FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION.

C405.6.4.2 MANUALS.

CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT AN OPERATING MANUAL AND MAINTENANCE MANUAL BE

PROVIDED TO THE BUILDING OWNER. THE MANUALS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING:

1.SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT

REQUIRING MAINTENANCE.

2.OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING

MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED.

3.NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY.

C408.3.2 DOCUMENTATION REQUIREMENTS.

THE CONSTRUCTION DOCUMENTS SHALL SPECIFY THAT DOCUMENTS CERTIFYING THAT THE INSTALLED

LIGHTING CONTROLS MEET DOCUMENTED PERFORMANCE CRITERIA OF SECTION C405 ARE TO BE PROVIDED

TO THE BUILDING OWNER WITHIN 90 DAYS FROM THE DATE OF RECEIPT OF THE CERTIFICATE OF OCCUPANCY.

C 2019 LIVESTONE CONSULTING INC.

SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE

G19-0004-001

04/01/2019

www.LivestoneConsulting.com

Irving Ho, PE

PE 85232

PROJECT

XXXXX

XXXXX, FL 33XXX

NEW CONSTRUCTION

OWNER

L1302130000320

L1302130000317

2901 West Busch Blvd. Ste. 204

Tampa, FL 33618

XXXXX

XXXXX, FL 33XXX

E1.0

SYMBOL LEGEND

& GENERAL

NOTES

FEET

SCALE: 3/16" = 1'-0"

0 1 2 4 8 106

1

LIGHTING PLAN

GENERAL NOTES:

1. ALL PENETRATIONS IN THE RATED WALLS AND CEILINGS SHALL BE SEALED WITH A MATERIAL

CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GAS. THE SEALANT SHALL

HAVE A T-RATING OF ONE HOUR.

2. ALL PIPING, CONDUIT, AND OUTLET BOXES IN THE RATED WALLS OR CEILING SHALL BE

CONSTRUCTED OF NON-COMBUSTIBLE MATERIAL.

3. ALL TOGGLE SWITCHES SHALL BE WALL MOUNTED AT 48" A.F.F TO CENTER.

4. COORDINATE WITH OWNER IN-FIELD FOR ALL FINAL LOCATIONS OF TOGGLE SWITCH

CONTROLS PRIOR TO ROUGH-IN.

5. ALL EXIT SIGNS SHALL BE INSTALLED COMPLETE WITH ALL INSTALLATION AND HANGING

ACCESSORIES TO PROVIDE AN UNOBSTRUCTED VIEW OF EACH SIGN FACE AS REQUIRED.

MOUNT SIGNS AT MAXIMUM +8'-0" AFF IN HIGH CEILING AREA. SIGNS SHALL BE ADJUSTED AS

NECESSARY WITHOUT ADDITIONAL COST TO THE OWNER.

6. PROVIDE EACH LIGHTING FIXTURE COMPLETE WITH FRAMES AND ALL OTHER INSTALLATION

AND HANGING HARDWARE AS REQUIRED FOR A COMPLETE AND FINISHED INSTALLATION AT

EACH FIXTURE LOCATION.

7. ALL LIGHTING FIXTURES SHALL BEAR THE UL LABELED.

8. COORDINATE ALL LIGHTING FIXTURE LOCATIONS, FINISHES, VOLTAGE AND CEILING TYPES

WITH ARCHITECT PRIOR TO ORDERING FIXTURES.

9. CONNECT EMERGENCY AND EXIT SIGNS AHEAD OF LOCAL TOGGLE SWITCHES.

10. BRANCH CIRCUITS MAY BE CONSOLIDATED INTO A SINGLE HOMERUN WITH MAXIMUM 3-120V

BRANCH CIRCUITS PER CONDUIT PRIOR TO ENTERING PANELBOARD.

11. DO NOT CONNECT EXIT SIGNS AND EMERGENCY LIGHTING UNITS ON ONE DEDICATED

CIRCUIT. CONNECT FIXTURES TO CIRCUIT NUMBERS AS INDICATED ON FLOOR PLAN.

FEET

SCALE: 3/16" = 1'-0"

0 1 2 4 8 106

2

POWER PLAN

OPEN OFFICE/

CLASSROOM TRAINING

201

STORAGE AREA

203

OPEN OFFICE/

CLASSROOM TRAINING

201

MECHANICAL ROOM

200

STORAGE AREA

202

STORAGE AREA

203

STORAGE AREA

202

MECHANICAL ROOM

200

A-8

A-2

A-2

OS

OS

OS

OS

TO STORAGE

AREA

TO FIRST

FLOOR

PANEL "A"

FIXTURE "XY" (TYPICAL)

FIXTURE "D" (TYPICAL)

FIXTURE "C" (TYPICAL)

REMOTE HEAD (TYPICAL)

A-1

A-1

A-1

A-1

A-4

A-4

A-4

A-6

A-6A-6

CU-1

A-31,35

AHU-1

A-23,25

NF

NF

CU-2

A-37,39NF

AHU-2

NF

A-27,29

1. PROVIDE MINIMUM CLEARANCE OF 3'-0" IN FRONT OF DISCONNECT SWITCH. SEE ELECTRICAL

SCHEDULE FOR MECHANICAL EQUIPMENT ON THIS SHEET FOR BRANCH CIRCUIT CONDUCTORS

AND CONDUIT AND ADDITIONAL INFORMATION. SEE PANEL SCHEDULE "A" FOR CIRCUIT NUMBERS

(TYPICAL FOR ALL AHUs AND CUs).

#

1

1

11

C 2019 LIVESTONE CONSULTING INC.

SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE

G19-0004-001

04/01/2019

www.LivestoneConsulting.com

Irving Ho, PE

PE 85232

PROJECT

XXXXX

XXXXX, FL 33XXX

NEW CONSTRUCTION

OWNER

L1302130000320

L1302130000317

2901 West Busch Blvd. Ste. 204

Tampa, FL 33618

XXXXX

XXXXX, FL 33XXX

E2.0

LIGHTING

PLAN

XFMR

PANEL

"B"

MAIN

DISC.

SWITCH

ELECTRICAL ROOMEXTERIOR

7

1

FINSIH GRADE

5

42

7

3

1. UTILITY PAD MOUNTED TRANSFORMER, 120/240V, 1Ø.

2. PROVIDE SERVICE ENTRANCE CONDUCTORS, 3#4/0 CU IN 2 1/2"C.

3. PROVIDE SELF-CONTAINED METER PER POWER COMPANY STANDARDS. EQUIPMENT SHALL BE

APPROVED BY POWER COMPANY PRIOR TO PURCHASE AND INSTALLATION. CONTRACTOR IS

RESPONSIBLE FOR ELECTRICAL COORDINATION WITH UTILITY COMPANY.

4. PROVIDE SERVICE GROUNDING ELECTRODE SYSTEM. #2 SERVICE GROUNDING ELECTRODE

CONDUCTOR.

5. PROVIDE MAIN DISCONNECT SWITCH, 120/240V, 1Ø, 225A ENCLOSED BREAKER.

6. SURGE PROTECTIVE DEVICE, 120/240V, 1Ø. PQ PROTECTION, MODEL# PQM200 OR EQUAL.

7. PROVIDE 3#4/0 CU & 1#4 CU IN 2 1/2"C.

8. PANELBOARD, REFER TO PANEL SCHEDULE FOR DETAILS.

#

SPD

6

8

NTS

ELECTRICAL ONE-LINE DIAGRAM

NTS

SERVICE GROUNDING ELECTRODE SYSTEM DETAIL

MAIN SERVICE

EQUIPMENT

GROUNDING BUS

SERVICE ENTRANCE

CONDUIT

GROUNDING

CONDUCTOR

EXISITNG 2-3/4" DIA. X 10'

LONG COPPER CLAD

GROUND ROD, NOT LESS

THAN 24" BELOW GRADE

(TYPICAL)

EXOTHERMIC CADWELD

PROCESS

MAIN SERVICE

EQUIPMENT

NEUTRAL BUS

BONDING JUMPER

NOTES:

COPPER CONDUCTOR TO

STRUCTURAL STEEL/

METALLIC WATER PIPE

SERVICE EQUIPMENT

COPPER CONDUCTOR TO

GROUNDING BUS BAR

NOTE: RESISTANCE TO

GROUND ROD SHALL NOT

EXCEED 25 OHMS

1. DO NOT CONNECT THE BUILDING

GROUNDING ELECTRODE SYSTEM WITH

THE SERVICE TRANSFORMER GROUNDING

SYSTEM.

2. A WRITTEN RECORD OF THE GROUND

PERFORMANCE TEST RESULTS SHALL BE

MADE AVAILABLE UPON REQUEST TO THE

AUTHORITY.

FBC ENERGY CONSERVATION C405.7.3 VOLTAGE DROP

THE FEEDERS AND BRANCH CIRCUITS HAVE BEEN DESIGNED TO COMPLY WITH

THE VOLTAGE DROP ALLOWANCES SET FORTH IN THE 2014 FLORIDA BUILDING

CODE-ENERGY CONSERVATION.

1. WHEN A GFCI CIRCUIT BREAKER IS UTILIZED WITHIN CIRCUITS THAT ARE GROUPED TOGETHER IN

A SINGLE HOMERUN, A SEPARATE NEUTRAL CONDUCTOR SHALL BE RUN FOR EACH PHASE

CONDUCTOR.

2. WHEN CIRCUITS ON PLANS SHOW GROUPED WITHIN A SINGLE HOMERUN, THE CIRCUIT BREAKERS

THAT FEED THOSE CIRCUITS SHALL BE PROVIDED WITH ONE OF THE FOLLOWING PER NEC 210.4:

A SEPARATE NEUTRAL FOR EACH CIRCUIT; A SINGLE HANDLE TIE TO SIMULTANEOUSLY

DISCONNECT THE GROUPED CIRCUITS; OR A 2-POLE OR 3-POLE CIRCUIT BREAKER AS REQUIRED.

THIS DOES NOT APPLY TO DEDICATED 2-POLE AND 3-POLE CIRCUITS.

PANEL SCHEDULE GENERAL NOTES

SEE PANEL

SCHEDULE

REFER TO MECHANICAL SCHEDULE

MECH UNIT

1. ELECTRICAL CONTRACTOR SHALL COORDINATE DISCONNECT, CIRCUIT BREAKER, ASSOCIATED

WIRING AND CONDUIT WITH MECHANICAL SHOP DRAWINGS PRIOR TO ORDERING ELECTRICAL

EQUIPMENT. IF SIZE(S) OF ELECTRICAL EQUIPMENT REQUIRED DIFFERS FROM WHAT IS INDICATED

ON ELECTRICAL PLANS, NOTIFY ELECTRICAL ENGINEER OF CHANGES.

2. DO NOT LOCATE DISCONNECT SWITCHES OVER UNIT ACCESS PANELS.

3. PROVIDE A 3/4" EMPTY CONDUIT THROUGH INACCESSIBLE LOCATIONS (I.E. WALLS, UNDER SLAB)

FOR CONTROL WIRING. COORDINATE WITH MECHANICAL PLANS.

4. ELECTRICAL DESIGN IS BASED ON THE MANUFACTURER AND MODEL NUMBER LISTED ON THE

MECHANICAL PLANS. IF THERE IS AN EQUAL OR ALTERNATE MANUFACTURER PROVIDED, THE

MECHANICAL/GENERAL CONTRACTOR SHALL BEAR ANY AND ALL ADDITIONAL COST RELATED TO

THE ELECTRICAL CHANGES ASSOCIATED WITH SUCH SUBSTITUTIONS.

5. ELECTRICAL CONTRACTOR SHALL INSTALL ALL STARTERS FURNISHED BY MECHANICAL

CONTRACTOR UNLESS STARTERS ARE SPECIFICALLY NOTED ON MECHANICAL PLANS TO BE

FACTORY INSTALLED (SEE NOTE 4). MAKE ALL FINAL CONNECTIONS.

NOTES

NTS

HVAC WIRING DETAILS

SENSOR

LINE-VOLTAGE

LOAD

GRD

NEUT

HOT BLK

LOAD

RED

NTS

NIGHT/EMER/EXIT

LIGHTS

SINGLE SWITCH

(3-WAY SWITCH,

IF SHOWN)

LINE-VOLTAGE WALL OR CLG. OCCUPANCY SENSOR

C 2019 LIVESTONE CONSULTING INC.

SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE

G19-0004-001

04/01/2019

www.LivestoneConsulting.com

Irving Ho, PE

PE 85232

PROJECT

XXXXX

XXXXX, FL 33XXX

NEW CONSTRUCTION

OWNER

L1302130000320

L1302130000317

2901 West Busch Blvd. Ste. 204

Tampa, FL 33618

XXXXX

XXXXX, FL 33XXX

E3.0

POWER

PLAN

MECHANICAL ROOM

OPEN OFFICE/

CLASSROOM TRAINING

STORAGE AREA

STORAGE AREA

PLUMBING LEGEND

PR

ELIM

IN

AR

Y, N

OT

F

OR

C

ON

ST

RU

CT

IO

N

P1.0

PLUMBING

FLOOR PLAN

C 2019 LIVESTONE CONSULTING INC.

SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE

www.LivestoneConsulting.com

NEW CONSTRUCTION

OWNER

2901 West Busch Blvd. Ste. 204

Tampa, FL 33618

XXXXX

XXXXX, FL 33XXX

G19-0004-001

04/01/2019

PROJECT

XXXXX

XXXXX, FL 33XXX

PLUMBING FIXTURE SCHEDULE

PR

ELIM

IN

AR

Y, N

OT

F

OR

C

ON

ST

RU

CT

IO

N

P2.0

PLUMBING

C 2019 LIVESTONE CONSULTING INC.

SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE

www.LivestoneConsulting.com

NEW CONSTRUCTION

OWNER

2901 West Busch Blvd. Ste. 204

Tampa, FL 33618

XXXXX

XXXXX, FL 33XXX

G19-0004-001

04/01/2019

PROJECT

XXXXX

XXXXX, FL 33XXX

RISERS, NOTES

AND DETAILS