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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 13, 2010 EDITION
NFPA 1, 2012 EDITION
NFPA 72, 2010 EDITION
NFPA 90A, 2012 EDITION
NFPA 96, 2011 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
M2.0 Mechanical Sheets
M3.0 Mechanical Sheets
M3.1 Mechanical Sheets
E1.0 Electrical Sheets
E2.0 Electrical Sheets
E3.0 Electrical Sheets
E4.0 Electrical Sheets
P1.0 Plumbing Sheets
P1.1 Plumbing Sheets
P2.0 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
1 SITE PLAN
NA NOTE:
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
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
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
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
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
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
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:
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
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
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:
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
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
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:
5 CONRETE REBAR DETAIL AT FOUNDATION
3/4" = 1'-0" NOTE:
2 CONRETE REBAR DETAIL AT FOUNDATION
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:
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
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
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.
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
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
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
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
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
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:
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
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
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
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
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
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
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
STANDING SEAM METAL ROOF
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
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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
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"
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
STANDING SEAM METAL ROOF
C
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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
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
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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
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
FOR MORE INFORMATION
LAG BOLT W/ 3"
CLEAR @ 16" O.C.
STAGGERED
CMU BLOCK COLUMN
SIMPSON HU28-4
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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
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
STANDING SEAM METAL ROOF
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
FOR MORE INFORMATION
SEE FOOTER DETAIL 5/A1.2
FOR MORE INFORMATION
23'-4"
10'
SOFFIT
1X4 P.T. WOOD TRIM
STANDING SEAM METAL ROOF
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
SEE FOOTER DETAIL 5/A1.2
FOR MORE INFORMATION
SEE FOOTER DETAIL 5/A1.2
FOR MORE INFORMATION
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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
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
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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
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
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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
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:
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.
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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
New Port Richey, FL 34653
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
C 2019 LIVESTONE CONSULTING INC.
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REVISIONS
PROJECT NUMBER
SHEET TITLE
DESCRIPTIONNO. DATE
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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
New Port Richey, FL 34653
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
C 2019 LIVESTONE CONSULTING INC.
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REVISIONS
PROJECT NUMBER
SHEET TITLE
DESCRIPTIONNO. DATE
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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
New Port Richey, FL 34653
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
C 2019 LIVESTONE CONSULTING INC.
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REVISIONS
PROJECT NUMBER
SHEET TITLE
DESCRIPTIONNO. DATE
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NEW CONSTRUCTION
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Tampa, FL 33618
G19-0004-001
XX/XX/2019
PROJECT
XXXXXXXXXXXXXXX, FL XXXXX
PASCO COUNTY
OWNER
SHERIFF DEPARTMENT
7220 Osteen Road
New Port Richey, FL 34653
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.
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, PEPE 85232
NEW CONSTRUCTION
L1302130000320
L1302130000317
2901 West Busch Blvd. Ste. 204
Tampa, FL 33618
PROJECT
XXXXXXXXXX
XXXXX, FL XXXXX
PASCO COUNTY
OWNER
SHERIFF DEPARTMENT
7220 Osteen Road
New Port Richey, FL 34653
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
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, PEPE 85232
NEW CONSTRUCTION
L1302130000320
L1302130000317
2901 West Busch Blvd. Ste. 204
Tampa, FL 33618
PROJECT
XXXXXXXXXX
XXXXX, FL XXXXX
PASCO COUNTY
OWNER
SHERIFF DEPARTMENT
7220 Osteen Road
New Port Richey, FL 34653
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
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, PEPE 85232
NEW CONSTRUCTION
L1302130000320
L1302130000317
2901 West Busch Blvd. Ste. 204
Tampa, FL 33618
PROJECT
XXXXXXXXXX
XXXXX, FL XXXXX
PASCO COUNTY
OWNER
SHERIFF DEPARTMENT
7220 Osteen Road
New Port Richey, FL 34653
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
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, PEPE 85232
NEW CONSTRUCTION
L1302130000320
L1302130000317
2901 West Busch Blvd. Ste. 204
Tampa, FL 33618
PROJECT
XXXXXXXXXX
XXXXX, FL XXXXX
PASCO COUNTY
OWNER
SHERIFF DEPARTMENT
7220 Osteen Road
New Port Richey, FL 34653
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
C 2019 LIVESTONE CONSULTING INC.
SEAL
SHEET NUMBER
REVISIONS
PROJECT NUMBER
SHEET TITLE
DESCRIPTIONNO. DATE
www.LivestoneConsulting.com
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
New Port Richey, FL 34653
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
C 2019 LIVESTONE CONSULTING INC.
SEAL
SHEET NUMBER
REVISIONS
PROJECT NUMBER
SHEET TITLE
DESCRIPTIONNO. DATE
www.LivestoneConsulting.com
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
New Port Richey, FL 34653
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
C 2019 LIVESTONE CONSULTING INC.
SEAL
SHEET NUMBER
REVISIONS
PROJECT NUMBER
SHEET TITLE
DESCRIPTIONNO. DATE
www.LivestoneConsulting.com
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
New Port Richey, FL 34653
PASCO COUNTY
SHERIFF DEPARTMENT
CANINE KENNEL