INDEX OF DRAWINGS CODE REVIEW SYMBOLS LEGEND · CODE REVIEW PASCO New Construction Private ACODE...

SYMBOLS LEGEND

INTERIOR ELEVATION SYMBOL

COLUMN LOCATION IDENTIFICATION

EXTERIOR ELEVATION SYMBOL

EXISTING HEIGHT ELEVATION SYMBOL

NEW HEIGHT ELEVATION SYMBOL

NORTH ARROW

FINISH/FIXTURE

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)

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.

E. THIS IS A PRE-MANUFACTURED BUILDING PROVIDED BY KIRBY BUILDING SYSTEMS.

Alteration II

BUILDING CODE SUMMARY:

III B

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

BusinessOccupancy:

Pasco County Sheriff's Office Kennel

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 2014

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

NFPA 10, 2010 EDITION




NFPA 90A, 2012 EDITION


NFPA 101, LIFE SAFETY CODE, 2012 EDITION

2017 CODES ARE 6TH EDITION

CODE REVIEW

PASCO

New Construction

Private

A CODE INFORMATION

N/A NOTE:

G1.0 Index, Legend and General Notes

G1.1 Site Plan

G1.2 Life Safety Plans and Notes

A1.0 Proposed Floor Plan, Schedules, and Notes

A1.1 Proposed Floor Plan and Notes

A1.2 Foundation Plan, Wall Types, Details, and Notes

A1.3 Lintel Plan, Details, and Notes

A1.4 Floor Finish Plan and Notes

A2.0 Reflected Ceiling Plan, Schedule, and Notes

A2.1 Architectural Electrical Plan and Notes

A3.0 Roof Plan, Details, and Notes

A4.0 Building Elevations and Notes

A4.1 Building Elevations

A5.0 Wall Sections

A5.1 Wall Section and Key Plan

A5.2 Building Sections

A6.0 Interior Bathroom Elevations and Key Plan

A7.0 Architectural Plumbing Plan and Notes

M1.0 Mechanical Sheets




E1.0 Electrical Sheets




P1.0 Plumbing Sheets



ARCHITECT:

LIVESTONE CONSULTING, INC.

2901 W. Busch Blvd., STE. 204,

TAMPA, FL 33618

(813) 645-2612

WWW.LIVESTONECONSULTING.COM

B INDEX OF DRAWINGS

N/A NOTE:

D LOCATION INFORMATION

N/A NOTE:

C NOT USED

N/A NOTE:

INDEX OF DRAWINGS

PROJECT TEAM

C

2020 LIVESTONE CONSULTING INC.

SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE

www.LivestoneConsulting.com

GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

PASCO COUNTY

OWNER

L1302130000320

L1302130000317

SHERIFF DEPARTMENT

7220 Osteen Road

New Port Richey, FL 34653

2901 W. Busch Blvd., Ste. 204

Tampa, FL 33618

Phone: 813-345-2612

PASCO COUNTY

SHERIFF DEPARTMENT

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM & JLS

DESIGNED BY: JEM

04/14/2020

CANINE KENNEL

1

A0.0

A0.0

A

B

1

A0.0

1

A0.0

1

A0.0

C

D

1

0'-0"

FLOOR

ROOM

1

1

1

1

1

1

11

G1.0

INDEX, LEGEND,

AND GENERAL

NOTES

SCOPE OF WORK

THE CONSTRUCTION OF A BLOCK BUILDING THAT WILL SERVE AS AN OFFICE AND KENNEL

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

AutoCAD SHX Text

CHIPLEY

AutoCAD SHX Text

PANAMA CITY

AutoCAD SHX Text

LAKE CITY

AutoCAD SHX Text

ST AUGUSTINE

AutoCAD SHX Text

GAINESVILLE

AutoCAD SHX Text

BARTOW

AutoCAD SHX Text

TALLAHASSEE

AutoCAD SHX Text

FT. LAUDERDALE

AutoCAD SHX Text

DELAND

AutoCAD SHX Text

DAYTONA BEACH

AutoCAD SHX Text

ORLANDO

AutoCAD SHX Text

TAMPA

AutoCAD SHX Text

WEST PALM BEACH

AutoCAD SHX Text

KEY WEST

AutoCAD SHX Text

SARASOTA

AutoCAD SHX Text

OCALA

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

OKEECHOBEE

AutoCAD SHX Text

PENSACOLA

AutoCAD SHX Text

JACKSONVILLE

AutoCAD SHX Text

ORANGE PARK

AutoCAD SHX Text

QUINCY

AutoCAD SHX Text

PUNTA GORDA

AutoCAD SHX Text

FT. MYERS

AutoCAD SHX Text

N

AutoCAD SHX Text

LAKELAND

AutoCAD SHX Text

CELEBRATION

AutoCAD SHX Text

ST. PETERSBURG

AutoCAD SHX Text

LAND O' LAKES

1 SITE PLAN

NA NOTE:

C


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

PASCO COUNTY

OWNER

L1302130000320

L1302130000317

SHERIFF DEPARTMENT

7220 Osteen Road



Tampa, FL 33618

Phone: 813-345-2612

PASCO COUNTY

SHERIFF DEPARTMENT

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM & JLS

DESIGNED BY: JEM

04/14/2020

CANINE KENNEL

G1.1

SITE

PLAN

PROPOSED SITE

59 SF

U

3

186 SF

84 SF

U

8

UNOCCUPIED EXTERIOR

ANIMAL STORAGE

1,230 SF

U

1,230 SF

U

1

305 SF

1

305 SF

1

305 SF

1

305 SF

UNOCCUPIED EXTERIOR

ANIMAL STORAGE

67 SF

U

193 SF

U

3

206 SF

3

3

'-5

"

M

A

X

T

R

A

V

E

L

3

2

'

-

2

"

M

A

X

T

R

A

V

E

L

2

27'-5"

MAX TRAVEL

47'-4"

MAX TRAVEL

SEE GENERAL

NOTE #3 (TYP.)

SEE GENERAL

NOTE #3 (TYP.)

SEE GENERAL

NOTE #3 (TYP.)

HW

1 LIFE SAFETY PLAN (OCCUPANT LOAD)

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

C


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

PASCO COUNTY

OWNER

L1302130000320

L1302130000317

SHERIFF DEPARTMENT

7220 Osteen Road



Tampa, FL 33618

Phone: 813-345-2612

PASCO COUNTY

SHERIFF DEPARTMENT

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM & JLS

DESIGNED BY: JEM

04/14/2020

CANINE KENNEL

G1.2

LIFE SAFETY

PLAN AND

NOTES

DENOTES MAXIMUM LOAD

PER EXTERIOR EGRESS

ELEMENT

ROOM OCCUPANT LOAD

ROOM OCCUPANT LOAD NOT

COUNTED (STORAGE,

HALLWAY, MECH, ETC.)

DENOTES PATH OF

TRAVEL & DISTANCE

DENOTES EMERGENCY EXIT

SIGN WITH BATTERY COMBO

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: 23'-4"

NUMBER OF FLOORS: 1 STORY

OCCUPANCY CLASSIFICATION: BUSINESS GROUP B

(PER FBC 304.1)

PROPOSED AREA (CONDITIONED) :

3,120 SF

PROPOSED AREA (UN-CONDITIONED) :

2,460 SF

GROSS AREA (UNDER ROOF) :

5,667 SF

PROPOSED FACILITY OCCUPANT LOAD: 83 PERSONS

PROPOSED # OF OUTDOOR FIXED SEATS: 0

EGRESS WIDTH:

OCCUPANT LOAD: 6 PERSONS

DOOR WIDTH REQUIRED: 1.2" (6 @ .2" PER

PERSON)

DOOR WIDTH PROVIDED: 28.8" (1,320 PERSONS)

MAXIMUM ALLOWABLE EXIT

ACCESS TRAVEL DISTANCE: 250' (W/O

SPRINKLER

SYSTEM)

MAXIMUM TRAVEL DISTANCE: 47' -45"

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

PERSONS)

# OF EXITS PROVIDED: 2

LIFE SAFETY GENERAL NOTES

GENERAL NOTES:

1. POST TACTILE SIGNAGE AS REQUIRED AT ALL

MEANS OF EGRESS; REF. 3/G1.1.

2. PROVIDE FIRE EXTINGUISHERS, TYPE ABC,

WALL HUNG, TOP AT 5'-0" A.F.F. (BY GENERAL

CONTRACTOR); MU,BER AND LOCATIONS AS

REQUIRED BY LOCAL CODE.

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. TOILETS:

A. LAVATORY TO HAVE LEVER HANDLES, SELF

METERING FAUCETS OR SPRING FAUCET. FAUCETS

SHALL BE SET TO REMAIN OPEN FOR 10 SECONDS

MINIMUM.

B. LOCATE THE WATER CLOSET 16" TO 18" FROM THE

CENTER LINE OF THE FIXTURE TO THE WALL. THE

SEAT WILL BE 17" TO 19" ABOVE THE FLOOR TO THE

TOP OF SEAT. FLUSH HANDLE TO BE ON EXPOSED

SIDE OF WATER CLOSET.

C. PROVIDE ONE 42" AND ONE 36" LONG x 1 1/2" OUTSIDE

DIAMETER PEENED GRAB BARS, 1 1/2" FROM THE

WALL WITH ONE BEHIND AT 12" FROM CENTER LINE OF

WATER CLOSET ON ONE SIDE. ONE ADJACENT TO AT

12" FROM THE WALL 33"-36" PARALLEL TO AND ABOVE

THE FLOOR.

D. LAVATORY TO BE MOUNTED 34" MAX. ABOVE THE

FINISHED FLOOR TO RIM WITH KNEE SPACE OF 30" IN

WIDTH AND 27" IN CLEAR HEIGHT. (29" CLEAR UNDER

FRONT EDGE).

E. INSTALL MIRROR 40" MAX. ABOVE THE FINISHED

FLOOR TO BOTTOM EDGE OF REFLECTING SURFACE

(MIRROR GLASS BOTTOM) AND 72" TO TOP.

F. TOILET PAPER DISPENSERS MOUNTED 19" MIN. TO

CENTER LINE ABOVE THE FLOOR AND 7" MINIMUM AND

9" MAXIMUM FROM FRONT EDGE OF WATER CLOSET

MEASURED TO THE CENTERLINE OF THE DISPENSER.

ADA NOTES:

NFPA OCCUPANCY LOAD FACTOR:

USE SF / PERSON AREA OCCUPANTS

BUSINESS 100 GROSS 416 SF 5

STORAGE (GENERAL) 500 GROSS 277 SF 1

ANIMAL STORAGE 500 GROSS 2,432 SF 5

TOTAL: 11

ALL OCCUPANT FACTORS ARE BASED OFF NFPA 101: TABLE 7.3.1.2

2 LIFE SAFETY PLAN (A.D.A CLEARANCES)

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

3 ADA SIGNAGE DETAIL

N.T.S. NOTE: THIS DETAIL IS FOR REFERENCE ONLY; ADA SIGNAGE SHALL COMPLY WITH ALL APPLICABLE CODES

GENERAL CONTRACTOR TO VERIFY EXISTING SIGNAGE IN FIELD AND PROVIDE NEW AS REQUIRED TO COMPLY WITH APPLICABLE BUILDING CODES.

ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES, INCLUDING BUT NOT LIMITED TO PROPORTION, COLOR CONTRAST AND RELIEF AND GRADE 2 BRAILLE REQUIREMENTS.

SIGNAGE: AFFIX AN INTERNATIONAL ACCESSIBILITY SYMBOL ON ALL ACCESSIBLE ENTRANCES PER APPLICABLE BUILDING CODE.

STRIKE EDGE CLEARANCE AT DOORWAY:PROVIDE AN 18" STRIKE EDGE CLEARANCE ON THE PULL SIDE OF INTERIOR DOORS.PROVIDE A 24" STRIKE EDGE CLEARANCE ON THE PULL SIDE OF THE EXTERIOR DOORS.PROVIDE A 12" STRIKE EDGE CLEARANCE ON THE PUSH SIDE OF ALL DOORS WHICH HAVE BOTH A LATCH AND A CLOSER.

TACTILE EXIT SIGNAGE:A TACTILE EXIT SIGN WITH THE WORD "EXIT" SHALL IDENTIFY EACH GRADE LEVEL EXTERIOR EXIT DOOR.A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE" SHALL IDENTIFY EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN.GENERAL CONTRACTOR TO VERIFY EXISTING SIGNAGE INSTALLATIONS AND PROVIDE NEW AS REQUIRED.CHARACTERS, SYMBOLS AND BACKGROUND SHALL HAVE A NON-GLARE FINISH.CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THE BACKGROUND, EITHER LIGHT ON DARK BACKGROUND OR DARK ON LIGHT BACKGROUND.SIGNS TO INCLUDE BRAILLE AND CHARACTERS AS DEFINED BY CODE.MOUNT SIGNAGE AT 60" A.F.F. TO THE CENTER OF THE SIGN. MOUNTING LOCATION SHALL BE SO THAT A PERSON APPROACHING WITHIN 3" OF SIGN DOES NOT ENCOUNTER PROTRUDING OBJECTS OR WITHIN THE SWING OF ADOOR.

TACTILE EXIT SIGN

EXIT ROUTE SIGN

ACCESSIBILITY SYMBOL TACTILE MEN'S ROOMSIGN

TACTILE WOMEN'S ROOMSIGN

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

ROUTE

AutoCAD SHX Text

EXIT

AutoCAD SHX Text

ACCESSIBLE

AutoCAD SHX Text

MEN

AutoCAD SHX Text

WOMEN

AutoCAD SHX Text

N

AutoCAD SHX Text

N

LOBBY

AREA

101

OUTDOOR

DOG RUN

110

KENNEL

BANK

108

KENNEL

BANK

109

OUTDOOR

DOG RUN

111

STORAGE

AREA

103

OFFICE

102

UNISEX

RESTROOM

105

UNISEX

RESTROOM

106

STORAGE

ROOM

107

GROOMING

OFFICE

104

7'-4"

63

'-4

"

8'-0

"8

'-0"

5'-0

"6'-4

"5

'-4"

8'-0"

8'-0"

7'-4"

5'-4"

6'-8" 13'-4"

5'-4"

15'-5" 15'-4" 15'-5" 15'-5"

0'-8"

0'-8"

1'-4"

3'-4"

16'-4

"1

2'-1

0"

3'-4"

1'-4"

0'-8"

15'-5"15'-5"15'-4"15'-5"

0'-8"

5'-4" 10'-8" 4'-0"

12'-10"

6'-4"

16'-4"

14'-0" 5'-4"

10

'-2"

7'-3"

19'-9"

4'-11" 7'-3"

5'-2"

2'-8"

2'-8"

9'-10"

8'-9"

10'-7"

3'-3" 5'-1" 5'-1" 5'-1" 5'-1" 5'-1" 5'-6" 5'-1" 5'-1" 5'-1" 5'-1" 5'-1"

1'-11"

30'-9"

10'-0" T

YP

IC

AL

EX

TE

RIO

R

10'-0" T

YP

IC

AL

IN

TE

RIO

R

5'-0"

TYPICAL

103B

10

5A

109A

108A

111B

111A

110B

110A

107B

107A

10

6A

104A

101A

101B

102A

103A

103C

A

A

A

A

A

A

A

A

B

C

A

A

A

B

C

C

C

E

E

B

B

HW

1

A4.1

2

A4.0

1

A4.0

2

A4.1

1

1

2

3

C


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

PASCO COUNTY

OWNER

L1302130000320

L1302130000317

SHERIFF DEPARTMENT

7220 Osteen Road



Tampa, FL 33618

Phone: 813-345-2612

PASCO COUNTY

SHERIFF DEPARTMENT

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM & JLS

DESIGNED BY: JEM

04/14/2020

CANINE KENNEL

A1.0

PROPOSED

FLOOR PLAN AND

WINDOW AND

DOOR SCHEDULE

1 PROPOSED FLOOR PLAN (EXTERIOR DIMMENSIONS)

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

DOOR SCHEDULE

NO.

LOBBY

SIZE

6'-0" x 6'-8"

TYPE

101B

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.

NO

103A

YES

HARDWARE

3

3

OFFICE SINGLE HUNG 3

NO 1

101A

3

DOUBLE HUNG

SINGLE HUNG

SINGLE HUNG

STORAGE AREA

STORAGE AREA 3'-0" x 6'-8"

102A

LOBBY 6'-0" x 6'-8"

NO

NO103B

DOUBLE HUNG

3'-0" x 6'-8"

3'-0" x 6'-8"

REMARKS

WINDOW SCHEDULE:

NO. SIZE

4'-0" X 5'-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

7A

NOTES:

LINTELS

SEE LINTEL SCHEDULE

DOOR HARDWARE SCHEDULE:

GROUP 1:

THREE HINGES

HANDLE: KEY LOCKED BOTH SIDES

GROUP 2:

THREE HINGES

HANDLE: THUMB TURN/PRIVACY KNOB INSIDE,

KEYED LOCK OUTSIDE

GROUP 3:

THREE HINGES

HANDLE: KEY LOCK OUTSIDE

GROUP 4:

DOG DOOR REQUIRED HARDWARE

PER MANUFACTURER

GARAGE DOORSTORAGE AREA 10'-0" x 8'-0" NO103C

104A GROOMING OFFICE DOUBLE HUNG NO 2

105A

6'-0" x 6'-8"

UNISEX RESTROOM

106A UNISEX RESTROOM

3'-0" x 6'-8"

3'-0" x 6'-8"

SINGLE HUNG

SINGLE HUNG

NO

NO

107A

107B STORAGE ROOM

STORAGE ROOM 3'-0" x 6'-8"

3'-0" x 6'-8" SINGLE HUNG

SINGLE HUNG NO

NO

108A

OUTDOOR KENNEL BANK

OUTDOOR KENNEL BANK

109A

6'-0" x 6'-8"

6'-0" x 6'-8" DOUBLE HUNG

DOUBLE HUNG NO

NO

OUTDOOR DOG RUN

110A

3'-0" x 6'-8" SINGLE HUNG NO

110B

111A

OUTDOOR DOG RUN

OUTDOOR DOG RUN

SINGLE HUNG 3'-0" x 6'-8"

SINGLE HUNG 3'-0" x 6'-8"

111B

OUTDOOR DOG RUN SINGLE HUNG 3'-0" x 6'-8"

NO

NO

NO

2

2

3

3

4

4

4

4

4

4

PLAN NOTES:

1. STANDARD 32" X 60" SHOWER PAN; USED

FOR WASHING DOGS.

2. MOP SINK.

3. WATER HEATER.

12-1115-02 GCP APPLIED TECHNOLOGIES UNDERLAYMENT

MANUFACTURER MATERIAL

MIAMI-DADE

NOA #MODEL #

GRACE ICE & WATER SHEILD

FLORIDA PRODUCT APPROVAL NUMBERS:

FL10655 SIMPSON WOOD CONNECTORS

MANUFACTURERFL PRODUCT

APROVAL #

HU28-4

MODEL #MATERIAL

FL11473 SIMPSON WOOD CONNECTORS HETA20

FL239 PGT INDUSTRIES SINGLE HUNG (IMPACT) WINDOWS SH5500, BRONZE

FL4334-R10 MASONITE INTERNATIONAL EXTERIOR DOORS N/A

FL15225-R4 THERMA-TRU CORPORATION EXTERIOR DOORS N/A

UNDERLAYMENT INFORMATION

NOTE:

1. ALL FLORIDA PRODUCT APPROVAL NUMBERS ARE THE BASES OF DESIGN;

GENERAL CONTRACTOR TO USE SPECIFIED APPROVED PRODUCT OR EQUAL.

2 NOT USED

N/A NOTE:

AutoCAD SHX Text

N

6

4

6 6

66

64

5

3

1

2

1

2

10

'-2

"1

5'-5

"9

'-5

"2

7'

7'-2" 12'-2"

14' 5'-4"

7'-2" 4'-11" 7'-3"

8'-9

"9

'-1

0"

7'-3

"

2'-1"

2'-8

"

C


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

PASCO COUNTY

OWNER

L1302130000320

L1302130000317

SHERIFF DEPARTMENT

7220 Osteen Road



Tampa, FL 33618

Phone: 813-345-2612

PASCO COUNTY

SHERIFF DEPARTMENT

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM & JLS

DESIGNED BY: JEM

04/14/2020

CANINE KENNEL

A1.1

PROPOSED

FLOOR PLAN

AND NOTES

GENERAL NOTES:

1. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING WORK.

2. DOOR AND WINDOW SCHEDULE CAN BE FOUND ON A1.0

3. ALL FIXTURES, INCLUDING FURNITURE, ARE TO BE PROVIDED BY OWNER UNLESS

OTHERWISE SPECIFIED.

4. INTERNAL DIMENSIONS ARE FROM CENTER OF WALL.

1 PROPOSED FLOOR PLAN (INTERIOR DIMMENSIONS)

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

PLAN NOTES:

1. DOG KENNEL BY OTHER; INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

2. GUILLOTINE STYLE DOOR FOR KENNELS; REFER TO DOOR SCHEDULE ON A1.0

FOR MORE INFORMATION

3. SHELF STORAGE

4. CHAIN LINK FENCE

5. 10' X 8' ROLL UP DOOR, SEE DOOR SCHEDULE

6. COLUMN

2 NOT USED

N/A NOTE:

AutoCAD SHX Text

N

2' T

YP

IC

AL

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

SEE LAP SCHEDULE

SE

E LA

P S

CH

ED

ULE

X X X

T

T/4

3

16

"

10 MIL VAPOR

RETARDER

W.W.F

3/16" SAW CUT JOINT -

CUT AS SOON AS

POSSIBLE AFTER

TROWELLING

FILL JOINT WITH

LIQUID SEALER W/

60-80 HARDNESS

PLACE

REINFORCING

1

3

SLAB DEPTH FOR

SLABS GREATER

THAN 5" THICK

AND 1-1/2" CLEAR

FOR SLABS 5"

THICK OR LESS

GROUND BEARING

CHAIRS OR RUNNERS

3'-0" O.C. E.W.

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

4" CONCRETE SLAB WITH

FIBER MESH

NOTE:

1. FINISH EXTERIOR WALL WITH STUCCO PER

WALL TYPES PLAN

1'-4

"

2'

(3) #5 BAR CONT.

#5 X 1'-6"; 3"

CLEAR MIN.

#5 @ 32" O.C. W/

ALTERNATE HOOKS

STD HOOK LAPPED W/WALL REINF.

INTERIOR

#5 CORNER BAR (LAP SLICE =

30" MIN.)

8" K.O. CMU

BOND BEAM

W(1) #5 BAR

CONT.

GROUTED

CELL

EXTERIOR

TYPE "A"

FLOOR

ROOF DECK

8" CMU BLOCK W/

VERTICAL

REINFORCING

TYPICAL

SUBSTRATES FOR

INTERIOR WALL

DAMP PROOFING/

VAPOR BARRIER

EXTERIOR

WALL FINISH

1

2

" P.T. WOOD FURRING

5

8

" TYPE X

GYPSUM WALL

BOARD OR TILE

BACKER BOARD

CONTINUOUS

METAL FLASHING

WEEPS AT

48" O.C.

FLOOR

BOTTOM CHORD OF TRUSS

TYPE "E"

DOUBLE 2"x6" TOP

PLATE

2x6 WOOD STUDS

AT 24" O.C.; SEE

WOOD FRAMING

NOTES 6 & 7

6

1

4

" R-19 SOUND

BATT INSULATION

WHERE INDICATED

ON WALL TYPES

PLAN

2x6 PT WOOD BASE

PLATE

5

8

" GYPSUM WALL BOARD

OR TILE BACKER BOARD

WHERE REQUIRED;

ORANGE PEEL FINISH

WET/PLUMBED WALLS

GYPSUM WALL BOARD

CEILING WITH LEVEL 5

FINISH OR BEADBOARD

FINISH PER CEILING

FINISH SCHEDULE

TYPE "D"

FLOOR

DOUBLE 2x4

TOP PLATE

2x4 WOOD

STUDS AT 24"

O.C.; SEE

WOOD

FRAMING

NOTES 6 & 7

3-1/2" R-19 SOUND

BATT INSULATION

WHERE INDICATED ON

WALL TYPES PLAN

2"x4" PT

WOOD BASE

PLATE

BOTTOM CHORD OF TRUSS

GYPSUM WALL BOARD

CEILING WITH LEVEL 5

FINISH OR BEADBOARD

FINISH PER CEILING

FINISH SCHEDULE

TYPICAL INTERIOR WALL

EPOXY FINISH

TYPE "C"

TYPICAL

SUBSTRATES FOR

INTERIOR WALL

OFFICE

ROOF DECK

8" CMU BLOCK W/

VERTICAL

REINFORCING

EPOXY

FINISH

1

2

" P.T. WOOD FURRING

5

8

" TYPE X

GYPSUM WALL

BOARD OR TILE

BACKER BOARD

TYPE "B"

FLOOR

ROOF DECK

8" CMU BLOCK W/

VERTICAL

REINFORCING

TYPICAL

SUBSTRATES FOR

INTERIOR WALL

DAMP PROOFING/

VAPOR BARRIER

EXTERIOR

WALL FINISH

1

2

" P.T. WOOD FURRING

APOXI FINISH

CONTINUOUS

METAL

FLASHING

WEEPS AT

48" O.C.

EXTERIOR INTERIOR FLOOR

DOG

KENNEL

5

8

" TYPE X

GYPSUM WALL

BOARD OR TILE

BACKER BOARD

5

8

" TYPE X

GYPSUM WALL

BOARD OR TILE

BACKER BOARD

C


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

PASCO COUNTY

OWNER

L1302130000320

L1302130000317

SHERIFF DEPARTMENT

7220 Osteen Road



Tampa, FL 33618

Phone: 813-345-2612

PASCO COUNTY

SHERIFF DEPARTMENT

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM & JLS

DESIGNED BY: JEM

04/14/2020

CANINE KENNEL

A1.2

FOUNDATION

PLAN, DETAILS

WALL TYPES,

AND NOTES

1 FOUNDATION PLAN

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

3 CONRETE REBAR DETAIL AT FOUNDATION

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

6 CONTROL JOINT DETAIL

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


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


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

MASONRY REINF. LAP SCHEDULE:

LAP LENGTHBAR SIZE

#3 BAR 18"

#5 BAR 30"

NOTES:

1. LAPS BASED ON 48 BAR DIAMETERS

2. BAR STRESSES DO NOT EXCEED 80%

#4 BAR 24"

#6 BAR 36"

42"#7 BAR

4 WALL TYPES

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

AutoCAD SHX Text

N

L-2

L-2

L-2

L-2

L-2

L-2

L-2

L-4

L-4

L-4

L-4

L-4

L-4

L-4

(3) 2X12 GLULAM WOOD JOIST BUCKETED AT BOTH ENDS

(3) 2X12 GLULAM WOOD JOIST BUCKETED AT BOTH ENDS

8"X8" CONCRETE COLUMN

8"X8" CONCRETE COLUMN

L-4

PROVIDE LINTEL OVER BUILT=IN DOG DOOR; LINTEL SIZE MAY VERY PER DOG DOOR TO

BE INSTALLED; G.C. TO VERIFY WITH OWN ON SIZE OF DOOR TO BE INSTALLED

PROVIDE LINTEL OVER BUILT=IN DOG DOOR; LINTEL SIZE MAY VERY PER DOG DOOR TO

BE INSTALLED; G.C. TO VERIFY WITH OWN ON SIZE OF DOOR TO BE INSTALLED

8" (TYP.)

6" (TYP.)

TYPICAL K.O.

BLOCK

90° STD. HOOK

INTO K.O. BLOCK

(1) #5

REBAR FOR

8" WIDE K.O.

BLOCK

REINFORCED

MASONRY

WALL

(1)

VERTICAL

@ EACH

SIDE OF

MASONRY

OPENING

90° STD. HOOK DOWEL

OUT OF LINTEL

PRE-CAST

CONCRETE

LINTEL

OPENING

2

A1.3

(1) #5

REBAR FOR

8" WIDE K.O.

BLOCK

REINFORCED

MASONRY WALL

(1) #5 REBAR FOR 8"

WIDE K.O. BLOCK

ELEVATION

3'-4" (TYP.)

ELEVATION

VARIES

NOTES:

1. SEE EXTERIOR ELEVATIONS TO VERIFY

SILL AND LINTEL ELEVATIONS

2. REFER TO LINTEL SCHEDULE AND

NOTES FOR MORE INFORMATION

(1) #5 REBAR FOR 8"

WIDE K.O. BLOCK

LINTEL TYPE L-3

SHOWN; SEE NOTES

ABOVE

NOTES:

1. SEE EXTERIOR ELEVATION TO VERIFY SILL AND LINTEL ELEVATIONS

2. REFER TO LINTEL SCHEDULE AND NOTES FOR MORE INFORMATION

8"X16" CONCRETE BEAM W/ (2) #5 T& B & #3 STIRRUPS @ 6" O.C.

L-1

L-2

8"X8" PRE-CAST LINTEL W/(1) #5 BAR(GROUT LINEL SOLID)

8"X8" PRE-CAST LINTEL (GROUT SOLID)

L-4

C


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

PASCO COUNTY

OWNER

L1302130000320

L1302130000317

SHERIFF DEPARTMENT

7220 Osteen Road



Tampa, FL 33618

Phone: 813-345-2612

PASCO COUNTY

SHERIFF DEPARTMENT

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM & JLS

DESIGNED BY: JEM

04/14/2020

CANINE KENNEL

A1.3

LINTEL PLAN,

DETAILS, AND

NOTES

1 LINTEL PLAN

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

3 TYPICAL CONCRETE LINTEL ELEVATION

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

2 TYP. CONCRETE LINTEL REINFOR. SECTION

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

A LINTEL SCHEDULE

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

LINTEL NOTES:

1. ALL PRE-CAST LINTELS SHALL BE 8" CAST-CRETE

OR EQUIVALENT.

2. PROVIDE RECESSED LINTELS AT MASONRY

OPENINGS AS REQUIRED.

3. OVERLAP EACH LINTEL

1

2

THE LENGTH OF ONE

MASONRY UNIT, BOTH SIDES OF EACH OPENING.

4. PROVIDE LINTEL TYPE L-2 OVER ALL EXTERIOR

DOOR OPENINGS WITH SPANS OF 6'-6" OR LESS.

5. PROVIDE LINTEL TYPE L-4 OVER ALL EXTERIOR

WINDOW OPENINGS EXCEPT WHERE INDICATED

OTHERWISE; SEE FLOOR PLANS FOR LOCATIONS.

6. GENERAL CONTRACTOR TO COORDINATE WITH

OWNER ON SIZE AND FINAL LOCATION OF DOG

DOORS TO BE INSTALLED FOR SIZE OF LINTEL

ABOVE DOORS.

AutoCAD SHX Text

N

PROVIDE ALUMINUM

SADDLE AT THRESHOLD

PROVIDE ALUMINUM

SADDLE AT THRESHOLD

PROVIDE ALUMINUM

SADDLE AT THRESHOLD

PROVIDE MANUFACTURER

RECOMMENDED

THRESHOLD AT FLOORING

TRANSITION

PROVIDE ALUMINUM

SADDLE AT THRESHOLD

CONCRETE WITH EPOXY FINISH

APPROXIMATELY: 4,693 SF

NOTE: EPOXY FLOOR FINISH TO BE

TWO LAYER WITH NON-SLIP FLAKES

TILE FLOORING

APPROXIMATELY: 125 SF

LVT FLOORING

APPROXIMATELY: 754 SF

C


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

PASCO COUNTY

OWNER

L1302130000320

L1302130000317

SHERIFF DEPARTMENT

7220 Osteen Road



Tampa, FL 33618

Phone: 813-345-2612

PASCO COUNTY

SHERIFF DEPARTMENT

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM & JLS

DESIGNED BY: JEM

04/14/2020

CANINE KENNEL

A1.4

FLOOR FINISH

PLAN AND

NOTES

1 FLOOR FINISH PLAN

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

LEGEND:

GENERAL NOTES

1. ALL FLOORING PER OWNER.

2. ALL FLOORING SHOWN IS BASIS OF DESIGN. GENERAL CONTRACTOR IS TO

VERIFY THE FINAL FLOORING WITH THE ARCHITECT BEFORE INSTALLATION.

3. ALL FLOORING IN RESTROOM AND DOG RUN AREA ARE TO BE RATED FOR WET

USE

AutoCAD SHX Text

N

LED-5 LED-5 LED-5

LED-5LED-5LED-5

LED-5 LED-5 LED-5

LED-5

LED-5

LED-5

LED-5

LED-5

LED-5

LED-5

LED-5

LED-5

LED-5

LED-5

LED-5

LED-5 LED-5 LED-5

LED-5LED-5LED-5

LED-5 LED-5 LED-5

LED-4

LED-4

LED-6 LED-6

LED-6

LED-6

LE

D-6

LE

D-6

LE

D-6

LE

D-6

LED-6LED-6

LED-6

LED-6

LE

D-6

LE

D-6

LE

D-6

LE

D-6

LE

D-6

LE

D-6

O.C.

O.C.

O.C.

O.C.

O.C.

D.S.

1

1

1

1

2

S

S

S

EE

O.C.

1

O.C.

1

FL

FL

FL

EE

EE

D.S.

O.C.

2

FL

FL

C


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

PASCO COUNTY

OWNER

L1302130000320

L1302130000317

SHERIFF DEPARTMENT

7220 Osteen Road



Tampa, FL 33618

Phone: 813-345-2612

PASCO COUNTY

SHERIFF DEPARTMENT

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM & JLS

DESIGNED BY: JEM

04/14/2020

CANINE KENNEL

A2.0

REFLECTED

CEILING PLAN

AND NOTES

GENERAL NOTES:

1. ALL FIXTURES, INCLUDING FURNITURE, ARE TO BE PROVIDED BY OWNER UNLESS

OTHERWISE SPECIFIED.

2. INTERNAL DIMENSIONS ARE FROM CENTER OF WALL.

3. PROVIDE OCCUPANCY CENSOR, DAYLIGHT SENSOR, AND SMOKE DETECTORS AS

REQUIRED BY CODE.

4. ALL CEILINGS TO BE 10'-0" A.F.F. UNLESS OTHERWISE NOTED.

5. ALL LIGHTING SHOWN IS FOR REFERENCE ONLY; REFER TO ELECTRICAL DRAWING BY

ENGINEER FOR MORE INFORMATION.

1 REFLECTED CEILING PLAN

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

LEGEND:

EXHAUST FAN

SSMOKE DETECTOR

LED-4

LED-6

2 X 4 LED TROFFER LIGHT

2 X 2 LED TROFFER LIGHT

EMERGENCY EXIT

SIGN / LIGHT COMBO

FLOOD LIGHT

O.C.1

O.C.2

D.S.

OCCUPANCY CENSOR

INFRARED OCCUPANCY DETECTOR

DAYLIGHT SENSOR

LED-5

1 X 4 LED W.P. LIGHT FIXTURE

2 X 2 DROP CEILING GRID

TYPE X GYP. WITH APOXI FINISH

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

NOTES:

OC 1 CEILING SENSOR LOW VOLTAGE BY PIR SWITCH MOTION DETECTOR, OCCUPANCY SENSOR

MOUNT, CEILING LIGHT SENSOR, WHITE

ENERLITES MPC-50L-STICKER

LED-6 2' X 4' 128-WATT EQUIVALENT WHITE VOLUMETRIC INTEGRATED LED COMMERCIAL GRID CEILING

TROFFER

ENVIROLITE EVTR24DI42WD VERIFY INSTALLATION WITH OWNER

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

EMERGENCY LIGHT

COMMERCIAL ELECTRIC EECLEDRG120277

QUANTITIES

6

16

3

LED-4 2' X 2' LED VOLUMETRIC WHITE TROFFER LIGHT ENVIROLITE EVTR22DI23WD VERIFY INSTALLATION WITH OWNER2

LED-5 1' X 4' LED SURFACE MOUNT TROFFER, 32, 48, OR 57 WATT SAYLITE 153A14 VERIFY INSTALLATION WITH OWNER30

D.S. 1800-WATT OUTDOOR STEM MOUNT SWIVEL ADJUSTABLE DUSK-TP-DAWN LIGHT CONTROL DEFIANT EZ-352A 2

OC 2 360 PASSIVE INFRARED OCCUPANCY SENSOR FIXTURE MOUNT HIGH BAY LITHONIA LIGHTING CMRB-6 2

EE

FL

EE

GOOD EARTH LIGHTING 6.25-IN 2-HEAD LED WHITE SWITCH-CONTROLLED FLOOD LIGHT GOOD EARTH LIGHTING SE1092-WH3-00LF0-G 3

FL

S CODE ONE 10-YEAR SEALED BATTERY SMOKE DETECTOR WITH IONIZATION SENSOR KIDDE 21009992 3

2 NOT USED

N/A NOTE:

AutoCAD SHX Text

N

3

S3

GF

IG

FI

S

SS

S

3

S

S

S3

S3

S3

S

GFI GFI

WP

GFI GFI

WP

WP WP

S

S

S3

S3

S3

S3

S3

S

3

LED-5 LED-5 LED-5

LED-5LED-5LED-5

LED-5 LED-5 LED-5

LED-5

LED-5

LED-5

LED-5

LED-5

LED-5

LED-5

LED-5

LED-5

LED-5

LED-5

LED-5

LED-5 LED-5 LED-5

LED-5LED-5LED-5

LED-5 LED-5 LED-5

LED-4

LED-4

LED-6 LED-6

LED-6

LED-6

LE

D-6

LE

D-6

LE

D-6

LE

D-6

LED-6LED-6

LED-6

LED-6

LE

D-6

LE

D-6

LE

D-6

LE

D-6

LE

D-6

LE

D-6

FL

FL

FL

FL

FL

WP

/A

CW

P/A

C

C


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

PASCO COUNTY

OWNER

L1302130000320

L1302130000317

SHERIFF DEPARTMENT

7220 Osteen Road



Tampa, FL 33618

Phone: 813-345-2612

PASCO COUNTY

SHERIFF DEPARTMENT

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM & JLS

DESIGNED BY: JEM

04/14/2020

CANINE KENNEL

A2.1

ARCHITECTURAL

ELECTRICAL PLAN

AND NOTES

1 ELECTRICAL PLAN

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

ELECTRICAL LEGEND:

GFI

S

OC1

S3

DUPLEX RECEPTACLE

S

SMOKE DETECTOR

EXHAUST FAN

OCCUPANCY SENSOR

THREE-WAY SWITCH

SINGLE-POLE SWITCH

GROUND FAULT INTERRUPTED DUPLEX RECEPTACLE

GENERAL NOTES:

1. GENERAL CONTRACTOR'S ELECTRICIAN TO PROVIDE COMPLETED DRAWINGS AND CALCULATIONS REQUIRED

BY THE AUTHORITY HAVING JURISDICTION.

2. GENERAL CONTRACTOR'S ELECTRICAL SUB-CONTRACTOR TO PROVIDE PANEL SCHEDULE AND ALL REQUIRED

DOCUMENTATION TO THE AUTHORITY HAVING JURISDICTION.

3. THE POWER SHOWN IS FOR GENERAL LOCATION PURPOSES ONLY; CONTRACTOR TO PROVIDE SUFFICIENT

SERVICE AND CIRCUIT LOADING TO ALL ELECTRICAL DEVICES.

4. COORDINATE ALL LIGHTING WITH HVAC SO THERE IS NO CONFLICT.

5. GENERAL CONTRACTOR TO INSTALL ALL CEILING OUTLETS WITH WATER PROOF BACKERS.

6. ALL EXTERIOR LIGHTING IS TO BE ON DAYLIGHT SENORES U.N.O.

7. ALL ELECTRICAL SHOWN IS FOR REFERENCE ONLY; REFER TO ELECTRICAL DRAWING BY ENGINEER FOR

MORE INFORMATION INCLUDING BUT NOT LIMITED TO; CALCS, DIAGRAMS, PANEL SCHEDULE ETC.

8. OUTLETS LOCATED IN CEILING ARE TO BE A PULL-DOWN SELF RETRACTING OUTLET; GENERAL CONTRACTOR

TO PROVIDE.

2 NOT USED

N/A NOTE:

WEATHER PROOF OUTLET

WP

GFI

GROUND FAULT INTERRUPTED MOUNTED CEILING HEIGHT

OC2INFRARED OCCUPANCY SENSOR

D.S.DAYLIGHT SENSOR

WEATHER PROOF OUTLET FOR HVAC UNIT

WP/AC

AutoCAD SHX Text

N

SL

OP

E

SL

OP

E

SL

OP

E

SL

OP

E

SL

OP

E

SL

OP

E

SL

OP

E

SL

OP

ES

LO

PE

SL

OP

E

SL

OP

E

SL

OP

E

SL

OP

E

SL

OP

E

SL

OP

ES

LO

PE

RIDGE VENTS

2'-0"

2'-0"

4' 4' 4' 4'

24" O.C.

TYPICAL

AIR

AIR

A

IR

V-600TE

RIDGE SLOT

METAL FLASHING

METAL BRACE

RIDGE CAP

STANDING SEAM METAL ROOFING

UNDERLAYMENT

SHEATHING

1" AIR SLOT

PRE-ENGINEERED P.T. WOOD TRUSSES

2" CLEARANCE FOR VENTILATION

C


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

PASCO COUNTY

OWNER

L1302130000320

L1302130000317

SHERIFF DEPARTMENT

7220 Osteen Road



Tampa, FL 33618

Phone: 813-345-2612

PASCO COUNTY

SHERIFF DEPARTMENT

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM & JLS

DESIGNED BY: JEM

04/14/2020

CANINE KENNEL

A3.0

ROOF AND TRUSS

PLAN AND

NOTES

1 ROOF PLAN

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

2 TRUSS PLAN

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

ROOFING NOTES:

1. UNDERLAYMENT TO BE GRACE ICE AND WATER SHIELD OR EQUAL.

2. FASTEN

5

8

" APA RATED ROOF SHEATHING TO ROOF TRUSS MEMBERS W/10d COMMON NAILS @

4" O.C. ALONG PANEL EDGES, @12" O.C. ALONG INT SUPPORTS.

3. TRUSS MANUFACTURER TO MEET WIND PRESSURE CRITERIA FOR 145 MPH WIND ZONE.

4. SEE ELEVATIONS FOR ROOF SLOPES.

5. ROOF TO BE STANDING SEAM METAL ROOFING.

6. ROOF VENTS TO BE PLACED ALONG ALL ROOF RIDGES WITH MINIMUM 4'-0" CLEARANCE;

GENERAL CONTRACTOR TO INSTALL ROOF VENTS PER MANUFACTURES INSTRUCTIONS.

7. GENERAL CONTRACTOR TO TIE ALL TRUSSES INTO BLOCK PER FBC 2017 6TH EDITION

STANDARD.

4 NOT USED

N/A NOTE:

3 RIDGE VENT DETAIL (TYP.)

3" = 1'-0" NOTE: THIS DETAIL IS FOR REFERENCE ONLY; GENERAL CONTRACTOR TO INSTALL PER MANUFACTURES INSTRUCTIONS

AutoCAD SHX Text

N

AutoCAD SHX Text

N

1" X 2" P.T. WOOD TRIM

@ 18" O.C.

SOFFIT

STUCCO WITH STONE FINISH;

CAP @ 36"

10

'-0" C

EIL

IN

G H

EIG

HT

23

'-4

"

ATTIC VENT

1X4 P.T. WOOD TRIM

21

'-7

"

12"

8"

STUCCO

STONE TRIM AROUND

WINDOWS AND DOORS

4'-6

"

5'

7'-8

"

2'-8

"

3'-4

"

6'-8

"

STANDING SEAM METAL ROOF

CHAIN FENCE

10

'-0

" C

EIL

IN

G H

EIG

HT

RIDGE VENT

21

'-7

"

23

'-4

"

STUCCO WITH STONE

FINISH; CAP @ 36"

STUCCO


STUCCO

2'-8

" T

O S

IL

L5

'

7'-8

" H

EA

DE

R

4'

4" WOOD TRIM;

PAINT WHITE U.N.O.

NOTE:

ALL WINDOWS ARE OF THE SAME SIZE AND

STYLE; FINAL STYLE TO BE PER OWNER

C


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

PASCO COUNTY

OWNER

L1302130000320

L1302130000317

SHERIFF DEPARTMENT

7220 Osteen Road



Tampa, FL 33618

Phone: 813-345-2612

PASCO COUNTY

SHERIFF DEPARTMENT

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM & JLS

DESIGNED BY: JEM

04/14/2020

CANINE KENNEL

A4.0

EXTERIOR

ELEVATIONS

AND NOTES

1 EAST ELEVATION

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

1 SOUTH ELEVATION

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

GENERAL NOTES:

1. ALL EXTERIOR WALLS FINISHES/ COLORS IS PER OWNER;

GENERAL CONTRACTOR TO VERIFY BEFORE ORDERING.

2. EXTERIOR FINISHES SHOWN ARE BASIS OF DESIGN, FINAL

FINISHES MAY VARY.

2 TYPICAL WINDOW DIAGRAM

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

12"

8"

ATTIC VENT

1" X 2" P.T. WOOD TRIM

@ 18" O.C.

SOFFIT

1X4 P.T. WOOD TRIM

STUCCO WITH STONE

FINISH; CAP @ 36"

STUCCO

6'-8"

3'-6

"

10'-0

" C

EIL

IN

G H

EIG

HT

23

'-4"


CHAIN FENCE

10

'-0

" C

EIL

IN

G H

EIG

HT

RIDGE VENT

21

'-7"

23'-4"

STUCCO WITH STONE

FINISH; CAP @ 36"

STUCCO

STUCCO


C


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

PASCO COUNTY

OWNER

L1302130000320

L1302130000317

SHERIFF DEPARTMENT

7220 Osteen Road



Tampa, FL 33618

Phone: 813-345-2612

PASCO COUNTY

SHERIFF DEPARTMENT

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM & JLS

DESIGNED BY: JEM

04/14/2020

CANINE KENNEL

A41

EXTERIOR

ELEVATIONS

AND NOTES

1 WEST ELEVATION

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

1 NORTH ELEVATION

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

2 NOT USED

N/A NOTE:

2'-9"

5'-6"

10'-0"

DAMP PROOFING /

VAPOR BARRIER

CONT. METAL

FLASHING WITH

BACKER ROD AND

SEALANT

SIMPSON HETA 20

UNDERLAYMENT

1

2

" EXTERIOR GRADE

PLYWOOD

TRUSS

STANDING SEAM

METAL ROOFING

CONTINUOUS METAL

FLASHING

PGT WINDOW (TYP.);

FINISH TO BE

BRONZE - INSTALL

PER

MANUFACTURER'S

RECOMMENDATIONS;

OLDCASTLE ALL

CAST-FIT

WATERTABLE/SILL,

TAUPE (TYP.);

SOURCE THROUGH

OWNER

CONT. METAL

FLASHING WITH

SEALANT

HORIZONTAL JOINT

REINFORCEMENT @

16" O.C.

CONTINUOUS METAL

FLASHING

DAMP PROOFING /

VAPOR BARRIER

LAP SIDING OR VINYL

CLADDING INSTALL

WHERE APPLICABLE;

INSTALL PER

MANUFACTURER'S

RECOMMENDATION

(SEE ELEVATIONS

FOR MORE

INFORMATION)

8" K.O. BLOCK W/ (1)

#5 CONT. FULLY

GROUTED

1x PT WOOD

FURRING

5

8

" TYPE X GYPSUM

WALL BOARD

3

4

" PT PLYWOOD

SUBSTRATE

R-30 INSULATION

8" CMU BLOCK W/ #5

VERT.

@ 32" O.C.;

ALTERNATE

SIDES

5

8

" GYPSUM WALL

BOARD

1x PT WOOD

FURRING

FINISHED WALL

BEYOND

LINTEL TYPE L-4;

SEE LINTEL

SCHEDULE

VENTED SOFFIT

COMPACTED EARTH;

COMPACT TO 90%

PROCTOR

FINISH WALL BEYOND

10 MIL. VAPOR

RETARDER

SEE FOOTER DETAIL

5/A1.2 FOR MORE

INFORMATION

10'-0"

8" CMU BLOCK W/ #5

VERT. @ 32" O.C.;

ALTERNATE SIDES

1x PT WOOD

FURRING

4" SLAB WITH W.W.F.

CONTINUOUS METAL

FLASHING

4" CONCRETE SLAB

WITH #4 W.W.F.

CENTERED

1

2

" CONTROL JOINT

STUCCO FINISH;

PAINT PER OWNER'S

REQUIREMENTS

LATH

DAMP PROOFING /

VAPOR BARRIER

UNDERLAYMENT

1

2

" EXTERIOR GRADE

PLYWOOD

TRUSS

STANDING SEAM

METAL ROOFING

CONTINUOUS METAL

FLASHING

3

4

" PT PLYWOOD

SUBSTRATE

PRE-ENGINEERED PT

WOOD TRUSSES

R-30 INSULATION

8" K.O. BLOCK W/ (1)

#5 CONT. FULLY

GROUTED

5

8

" GYPSUM WALL

BOARD; ORANGE

PEEL FINISH

1x PT WOOD

FURRING

1

2

STUCCO; SEE

ELEVATIONS A4.0

FOR MORE

INFORMATION

VENTED SOFFIT

SIMPSON HETA 20

10 MIL. VAPOR

RETARDER

SEE FOOTER DETAIL

5/A1.2 FOR MORE

INFORMATION

COMPACTED EARTH;

COMPACT TO 90%

PROCTOR

5

8

" TYPE X GYPSUM

WALL BOARD

C


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

PASCO COUNTY

OWNER

L1302130000320

L1302130000317

SHERIFF DEPARTMENT

7220 Osteen Road



Tampa, FL 33618

Phone: 813-345-2612

PASCO COUNTY

SHERIFF DEPARTMENT

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM & JLS

DESIGNED BY: JEM

04/14/2020

CANINE KENNEL

A5.0

BUILDING

SECTIONS

AND NOTES

1 WALL SECTION

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

2 WALL SECTIONS

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

10'-0"

CONTINUOUS METAL

FLASHING

4" CONCRETE SLAB

WITH #4 W.W.F.

CENTERED

1

2

" CONTROL JOINT

STUCCO FINISH;

PAINT PER OWNER'S

REQUIREMENTS

5

8

" EXTERIOR GRADE

GYPSUM WALL

BOARD

DAMP PROOFING /

VAPOR BARRIER

SIMPSON HETA 20

UNDERLAYMENT

1

2

" EXTERIOR GRADE

PLYWOOD

TRUSS

STANDING SEAM

METAL ROOFING

CONTINUOUS METAL

FLASHING

3

4

" PT PLYWOOD

SUBSTRATE

PRE-ENGINEERED PT

WOOD TRUSSES

R-30 INSULATION

CHAIN FENCE

ASSEMBLY

VENTED SOFFIT

DAMP PROOFING /

VAPOR BARRIER

STUCCO FINISH

2X6 P.T. WOOD TRIM

CONT. METAL DRIP

EDGE WITH BACKER

ROD AND SEALANT;

BOTH SIDES

(3) 2X12 GLULAM

BEAMS BUCKETED

AT EACH END

4" SLAB WITH W.W.F.

10 MIL. VAPOR

RETARDER

SEE FOOTER DETAIL

5/A1.2 FOR MORE

INFORMATION

COMPACTED EARTH;

COMPACT TO 90%

PROCTOR

1

A5.1

1

A5.2

2

A5.2

1

A5.0

2

A5.0HW

3

A5.1

(3) 2X12 GLULAM

BEAMS

TRUSSES ABOVE WITH

SIMPSON HETA20 STRAPS;

SEE WALL SECTIONS ON A5.0


LAG BOLT W/ 3"

CLEAR @ 16" O.C.

STAGGERED

CMU BLOCK COLUMN

SIMPSON HU28-4

C


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

PASCO COUNTY

OWNER

L1302130000320

L1302130000317

SHERIFF DEPARTMENT

7220 Osteen Road



Tampa, FL 33618

Phone: 813-345-2612

PASCO COUNTY

SHERIFF DEPARTMENT

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM & JLS

DESIGNED BY: JEM

04/14/2020

CANINE KENNEL

A5.1

BUILDING

SECTIONS

AND NOTES

1 WALL SECTION

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

2 KEY PLAN

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

3 GLULAM AND COLUMN CONNECTION DETAIL (TYP.)

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

23'-4"

10'

1X4 P.T. WOOD TRIM


R-30

INSULATION

8" CMU BLOCK W/ #5 VERT.

@ 32" O.C.; ALTERNATE SIDES

5

8

" GYPSUM WALL BOARD;

ORANGE PEEL FINISH

4" CONCRETE SLAB

WITH #4 W.W.F.

CENTERED

SOFFIT

2X4 WOOD FACE

2X4 P.T. WOOD NAILER

2X4 PER ENGINEERED

WOOD TRUSS

4" CONCRETE SLAB WITH #4

W.W.F. CENTERED

SEE FOOTER DETAIL 5/A1.2




23'-4"

10'

SOFFIT

1X4 P.T. WOOD TRIM


8" CMU BLOCK W/ #5 VERT.

@ 32" O.C.; ALTERNATE SIDES

CHAIN FENCE

4" CONCRETE SLAB WITH #4

W.W.F. CENTERED

5

8

" GYPSUM WALL

BOARD; ORANGE

PEEL FINISH

8" CMU BLOCK W/ #5

VERT. @ 32" O.C.;

ALTERNATE SIDES

2X4

R-30

INSULATION





C


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

PASCO COUNTY

OWNER

L1302130000320

L1302130000317

SHERIFF DEPARTMENT

7220 Osteen Road



Tampa, FL 33618

Phone: 813-345-2612

PASCO COUNTY

SHERIFF DEPARTMENT

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM & JLS

DESIGNED BY: JEM

04/14/2020

CANINE KENNEL

A5.1

BUILDING

SECTIONS

AND NOTES

1 BUILDING SECTION

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

2 BUILDING SECTION

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

TOILET

3'-6"

4'-0"

LAVATORY

SOAP

DISPENSER

ACCESSIBILITY

GRAB BAR

MIRROR

1'-6"

4'-0"

1'-3"

6'-1"

SHOWER PAN

SHOWER HEAD

6 X 6 TILE;

1

8

" GROUT LINE

4'-9"2'-0"

STORAGE SHELVES

ACCESSIBILITY

GRAB BAR

TOILET

3'-6"

4'-0"

LAVATORY

SOAP

DISPENSER

ACCESSIBILITY

GRAB BAR

MIRROR

1'-6"

4'-0"

1'-3"

6'-1"

SHOWER PAN

SHOWER HEAD

6 X 6 TILE;

1

8

" GROUT LINE

4'-9"2'-0"

STORAGE SHELVES

ACCESSIBILITY

GRAB BAR

B

A6.0

D

A6.0

C

A6.0

A

A6.0

HW

C


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

PASCO COUNTY

OWNER

L1302130000320

L1302130000317

SHERIFF DEPARTMENT

7220 Osteen Road



Tampa, FL 33618

Phone: 813-345-2612

PASCO COUNTY

SHERIFF DEPARTMENT

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM & JLS

DESIGNED BY: JEM

04/14/2020

CANINE KENNEL

A6.0

INTERIOR

ELEVATIONS

AND NOTES

1 RESTROOM ELEVATION

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

1 RESTROOM ELEVATION

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

3 KEY PLAN

N/A NOTE:

A

UNISEX RESTROOM 105

B

UNISEX RESTROOM 105

C

UNISEX RESTROOM 106

D

UNISEX RESTROOM 106

HW

PLUMBING

BELOW

GRADE

PLUMBING IN

CEILING ATTIC

SPACE

WATER SUPPLY

FROM EXISTING

PUBLIC WATER LINE

HB

HB HB

HBHB

HBHB

HB

HB HB

C


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


GILAD LIVINGSTONE

AR 94331

PROJECT

PARCEL #:

15-25-18-0000-00300-0000

NEW CONSTRUCTION

PASCO COUNTY

OWNER

L1302130000320

L1302130000317

SHERIFF DEPARTMENT

7220 Osteen Road



Tampa, FL 33618

Phone: 813-345-2612

PASCO COUNTY

SHERIFF DEPARTMENT

DATE ISSUED:

REVIEWED BY: GBL

DRAWN BY: JEM & JLS

DESIGNED BY: JEM

04/14/2020

CANINE KENNEL

A7.0

ARCHITECTURAL

PLUMBING PLAN

AND NOTES

1 PLUMBING PLAN

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

LEGEND:

INDICATES DIRECTION OF FLOW

GENERAL NOTES:

1. GENERAL CONTRACTOR'S PLUMBER TO SIZE PIPES ACCORDINGLY; REFER TO MANUFACTURER'S

SPECIFICATIONS FOR FIXTURE LINE SIZES.

2. INSTALL ALL FIXTURES PER MANUFACTURER'S RECOMMENDATIONS.

3. ALL PLUMBING SHOWN ARE FOR REFERENCE ONLY; REFER TO ENGINEERED PLUMBING

DRAWINGS FOR MORE INFORMATION INCLUDING SIZES, DIAGRAMS, SANITATION PLAN, AND

CALCULATIONS.

4. ALL HOSE BIB CONNECTIONS LOCATED WITHIN THE CEILING ARE TO BE PULL DOWN SELF

RETRACTING STYLE; GENERAL CONTRACT TO PROVIDE

CLASSIFICATION OCCUPANCY WATER CLOSETS

MALE FEMALE

LAVATORIES BATHTUBS /

SHOWERS

DRINKING

FOUNTAIN

OTHER

MALE FEMALE

BUSINESS B 1 PER 25 FOR THE

FIRST 50 AND THEN 1

PER 50 FOR THE

REMAINDER

EXCEEDING 50

---- 1 PER 100 1 SERVICE SINK1 PER 40 FOR THE

FIRST 80 AND THEN 1

PER 80 FOR THE

REMAINDER

EXCEEDING 80

2 O 1 12

PER 2017 FBC. PLUMBING, 6TH EDITION TABLE 403.1 AND 410.2

TOILET EQUIPMENT SCHEDULE

CODE ITEM MANUFACTURER & PRODUCT #

NOTES

A GRAB BARS ASI 3701-18P (18"), -36P (36") & -42P (42")

B TOILET TISSUE DISPENSER KC PROFESSIONAL #09551

C COAT HOOK (ACCESSIBLE) BOBRICK #B-7671

D SOAP DISPENSER DERMA FOAM E - KAY CHEMICAL COMPANY

E HAND DRYER EXCEL DRYER INC XL-BW

F MIRROR ASI 0620-2436

1. OPERATING CONTROLS OF ALL HAND DRYERS, SOAP DISPENSERS AND MULTI PURPOSE UNITS TO BE 42" A.F.F.

2. G.C. TO FIELD VERIFY ALL SIZES.

3. PROVIDE BLOCKING FOR ALL WALL-MOUNTED FIXTURES AND ACCESSORIES.

4. TOILET TISSUE & PAPER TOWEL DISPENSERS SUPPLIED FREE FROM LOCAL DCP; INSTALLED BY G.C.

5. HAND DRYER TO BE ORDERED FROM NATIONAL ACCOUNT SUPPLIER, AND IS REQUIRED TO HAVE STANDARDS DBI GREEN

MESSAGING/BRANDING.

6. SEE ADA NOTES ON SHEET G1.3 FOR MORE INFORMATION.

TOTAL NEEDED

2 O 0 12TOTAL PROVIDED

NOTE:

1. RESTROOM PROVIDED ARE UNISEX RESTROOM COMPLYING WITH ALL APPLICABLE CODES.

2. DRINKING FOUNTAINS ARE PROVIDED AROUND THE SITE LOCATED AT EXISTING RESTROOM

FACILITIES.

PLUMBING LOAD CALCULATIONS

CLASSIFICATION OCCUPANCY WATER CLOSETS

MALE FEMALE

LAVATORIES BATHTUBS /

SHOWERS

DRINKING

FOUNTAIN

OTHER

MALE FEMALE

BUSINESS B 1 PER 25 FOR THE

FIRST 50 AND THEN 1

PER 50 FOR THE

REMAINDER

EXCEEDING 50

---- 1 PER 100 1 SERVICE SINK1 PER 40 FOR THE

FIRST 80 AND THEN 1

PER 80 FOR THE

REMAINDER

EXCEEDING 80

2 O 1 12

PER 2017 FBC. PLUMBING, 6TH EDITION TABLE 403.1 AND 410.2

TOTAL NEEDED

2 O 0 12TOTAL PROVIDED

NOTE:

1. RESTROOM PROVIDED ARE UNISEX RESTROOM COMPLYING WITH ALL APPLICABLE CODES.

2. .

HOSE BIB

COLD WATER LINE

HOT WATER LINE

3 NOT USED

N/A NOTE:

AutoCAD SHX Text

N

GROOMING

OFFICE

STOR.

R.R.

OFFICE

STORAGE

OUTDOOR

DOG RUN

KENNEL

BANK

KENNEL

BANK

OUTDOOR

DOG RUN

R.R.

STORAGE

ROOM

R.R.

R.R.

PR

ELIM

IN

AR

Y, N

OT

F

OR

C

ON

ST

RU

CT

IO

N

M1.0

MECHANICAL

FLOOR PLANS

C 2019 LIVESTONE CONSULTING INC.

SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


NEW CONSTRUCTION

2901 West Busch Blvd. Ste. 204

Tampa, FL 33618

G19-0004-001

XX/XX/2019

PROJECT

XXXXXXXXXXXXXXX, FL XXXXX

PASCO COUNTY

OWNER

SHERIFF DEPARTMENT

7220 Osteen Road


PASCO COUNTY

SHERIFF DEPARTMENT

CANINE KENNEL

NET

AREA Outdoor Based on Outdoor

S.F. Floor Area

Person(s)

CFM

Code

CFM

Code

CFM

ACCESSORIES:

PR

ELIM

IN

AR

Y, N

OT

F

OR

C

ON

ST

RU

CT

IO

N

M2.0

MECHANICAL

LEGEND AND

SCHEDULES


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


NEW CONSTRUCTION


Tampa, FL 33618

G19-0004-001

XX/XX/2019

PROJECT


PASCO COUNTY

OWNER

SHERIFF DEPARTMENT

7220 Osteen Road


PASCO COUNTY

SHERIFF DEPARTMENT

CANINE KENNEL

PR

ELIM

IN

AR

Y, N

OT

F

OR

C

ON

ST

RU

CT

IO

N

M3.0

MECHANICAL

DETAILS


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


NEW CONSTRUCTION


Tampa, FL 33618

G19-0004-001

XX/XX/2019

PROJECT


PASCO COUNTY

OWNER

SHERIFF DEPARTMENT

7220 Osteen Road


PASCO COUNTY

SHERIFF DEPARTMENT

CANINE KENNEL

PR

ELIM

IN

AR

Y, N

OT

F

OR

C

ON

ST

RU

CT

IO

N

M3.1

MECHANICAL

NOTES AND

DETAILS


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


NEW CONSTRUCTION


Tampa, FL 33618

G19-0004-001

XX/XX/2019

PROJECT


PASCO COUNTY

OWNER

SHERIFF DEPARTMENT

7220 Osteen Road


PASCO COUNTY

SHERIFF DEPARTMENT

CANINE KENNEL

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.


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE

G19-0004-001

04/01/2019


Irving Ho, PEPE 85232

NEW CONSTRUCTION

L1302130000320

L1302130000317


Tampa, FL 33618

PROJECT

XXXXXXXXXX

XXXXX, FL XXXXX

PASCO COUNTY

OWNER

SHERIFF DEPARTMENT

7220 Osteen Road


PASCO COUNTY

SHERIFF DEPARTMENT

CANINE KENNEL

E1.0

SYMBOL LEGEND

& GENERAL

NOTES

FEET

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

0 1 2 4 8 106

1

LIGHTING PLAN

KEYED NOTES:

#

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.

OUTDOOR

DOG RUN

110

KENNEL

BANK

108

KENNEL

BANK

109

OUTDOOR

DOG RUN

111

STORAGE

AREA

103

OFFICE

102

LOBBY

AREA

101

UNISEX

RESTROOM

105

UNISEX

RESTROOM

106

STORAGE

ROOM

107

GROOMING

OFFICE

104

OS

OS

OS

A-1

A-1

A-1 A-1

A-3

A-3

A-3

A-3

FIXTURE "XY" (TYPICAL)

FIXTURE "EM" (TYPICAL)

FIXTURE "C" (TYPICAL)

FIXTURE "A" (TYPICAL)

TEF-1

TEF-2

MSEF-1

FIXTURE "D" (TYPICAL)

KEYED NOTES:

1. EXHAUST FAN PROVIDED WITH INTEGRAL PLUG FOR DISCONNECT (TYPICAL). SEE ELECTRICAL

SCHEDULE FOR MECHANICAL EQUIPMENT ON THIS SHEET FOR BRANCH CIRCUIT CONDUCTORS

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

(TYPICAL FOR ALL EFs).

1

1

1


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE

G19-0004-001

04/01/2019



NEW CONSTRUCTION

L1302130000320

L1302130000317


Tampa, FL 33618

PROJECT

XXXXXXXXXX

XXXXX, FL XXXXX

PASCO COUNTY

OWNER

SHERIFF DEPARTMENT

7220 Osteen Road


PASCO COUNTY

SHERIFF DEPARTMENT

CANINE KENNEL

E2.0

LIGHTING

PLAN

CU-2

A-25,27,29

FEET

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

0 1 2 4 8 106

2

POWER PLAN

OUTDOOR

DOG RUN

110

KENNEL

BANK

108

KENNEL

BANK

109

OUTDOOR

DOG RUN

111

STORAGE

AREA

103

OFFICE

102

LOBBY

AREA

101

UNISEX

RESTROOM

105

UNISEX

RESTROOM

106

STORAGE

ROOM

107

GROOMING

OFFICE

104

A-4

A-4

A-4

A-4

A-12

A-12

A-14

A-14

A-10 A-10

A-2

A-16

A-10

A-2

A-16

GFI

WP

GFI

WP

GFI

WP

GFI

WP

GFI

WP

GFI

WP

GFI

WP

A-10

GFI

WP

A-6

A-6

A-8 A-22

PANEL "A"

A-8 A-22

CEILING MOUNTED

DROP-DOWN

RECEPTACLE ON

RETRACEABLE REEL

(TYPICAL OF 4)

A-31

EF-1

ON ROOF

AHU-2A-13,15,17

CU-1

A-19,21,23

AHU-1

A-9,11

A-37,39,41

WH-1

A-33

A-35

VF-1

ON ROOF

VF-2

ON ROOF

NF

NF

NF

NF

NF

NF

NF

A-20

GFI

NF

A-18

GFI

WP

A-18

GFI

WP

A-18

GFI

WP

A-6

KEYED NOTES:

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).

#

GENERAL NOTES:

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

CONSTRUCTED OF NON-COMBUSTIBLE MATERIAL.

2. ALL PENETRATIONS IN THE FIRE 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.

1

1

1

1

1

1

1


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE

G19-0004-001

04/01/2019



NEW CONSTRUCTION

L1302130000320

L1302130000317


Tampa, FL 33618

PROJECT

XXXXXXXXXX

XXXXX, FL XXXXX

PASCO COUNTY

OWNER

SHERIFF DEPARTMENT

7220 Osteen Road


PASCO COUNTY

SHERIFF DEPARTMENT

CANINE KENNEL

E3.0

POWER

PLAN

XFMR

PANEL

"A"

MAIN

DISC.

SWITCH

ELECTRICAL ROOMEXTERIOR

7

1

FINSIH GRADE

5

42

7

3

1. UTILITY PAD MOUNTED TRANSFORMER, 120/208V, 3Ø.

2. PROVIDE SERVICE ENTRANCE CONDUCTORS, 4#350 CU IN 3"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, 120/208V, 3Ø, 300A ENCLOSED BREAKER.

6. SURGE PROTECTIVE DEVICE, 120/208V, 3Ø. PQ PROTECTION, MODEL# PQM200 OR EQUAL.

7. PROVIDE 4#350 CU & 1#3 CU IN 3"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


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE

G19-0004-001

04/01/2019



NEW CONSTRUCTION

L1302130000320

L1302130000317


Tampa, FL 33618

PROJECT

XXXXXXXXXX

XXXXX, FL XXXXX

PASCO COUNTY

OWNER

SHERIFF DEPARTMENT

7220 Osteen Road


PASCO COUNTY

SHERIFF DEPARTMENT

CANINE KENNEL

E4.0

ELECTRICAL

DIAGRAMS &

SCHEDULES

GROOMING

OFFICE

STORAGE

ROOM

UNISEX

RESTROOM

UNISEX

RESTROOM

LOBBY

AREA

OFFICE

STORAGE

AREA

OUTDOOR

DOG RUN

KENNEL

BANK

KENNEL

BANK

OUTDOOR

DOG RUN

PLUMBING KEYED NOTES:

PR

ELIM

IN

AR

Y, N

OT

F

OR

C

ON

ST

RU

CT

IO

N

P1.0

PLUMBING

FLOOR PLAN

SANITARY


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


NEW CONSTRUCTION


Tampa, FL 33618

G19-0004-001

XX/XX/2019

PROJECT


PASCO COUNTY

OWNER

SHERIFF DEPARTMENT

7220 Osteen Road


PASCO COUNTY

SHERIFF DEPARTMENT

CANINE KENNEL

GROOMING

OFFICE

STORAGE

ROOM

UNISEX

RESTROOM

UNISEX

RESTROOM

LOBBY

AREA

OFFICE

STORAGE

AREA

OUTDOOR

DOG RUN

KENNEL

BANK

KENNEL

BANK

OUTDOOR

DOG RUN

PLUMBING KEYED NOTES:

PR

ELIM

IN

AR

Y, N

OT

F

OR

C

ON

ST

RU

CT

IO

N

P1.1

PLUMBING

FLOOR PLAN

WATER


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


NEW CONSTRUCTION


Tampa, FL 33618

G19-0004-001

XX/XX/2019

PROJECT


PASCO COUNTY

OWNER

SHERIFF DEPARTMENT

7220 Osteen Road


PASCO COUNTY

SHERIFF DEPARTMENT

CANINE KENNEL

PLUMBING FIXTURE SCHEDULE

PR

ELIM

IN

AR

Y, N

OT

F

OR

C

ON

ST

RU

CT

IO

N

P2.0

PLUMBING

NOTES AND

DETAILS


SEAL

SHEET NUMBER

REVISIONS

PROJECT NUMBER

SHEET TITLE

DESCRIPTIONNO. DATE


NEW CONSTRUCTION


Tampa, FL 33618

G19-0004-001

XX/XX/2019

PROJECT


PASCO COUNTY

OWNER

SHERIFF DEPARTMENT

7220 Osteen Road


PASCO COUNTY

SHERIFF DEPARTMENT

CANINE KENNEL

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