G1.0 INDEX, LEGEND, AND GENERAL NOTES SYMBOLS LEGEND INTERIOR ELEVATION SYMBOL COLUMN LOCATION IDENTIFICATION EXTERIOR ELEVATION SYMBOL EXISTING HEIGHT ELEVATION SYMBOL NEW HEIGHT ELEVATION SYMBOL 1 1 NORTH ARROW LOBBY 100 1 1 1 FINISH/FIXTURE 1 DRAWING WHERE ELEVATION IS SHOWN DIRECTION WHERE ELEVATION IS VIEWED ROOM NUMBER ROOM NAME ROOM IDENTIFICATION (SEE SCHEDULES) SCHEDULE IDENTIFICATION KEYED GENERAL NOTE MARK (NUMBER) MARK (NUMBER/LETTER) DIRECTION WHERE SECTION IS VIEWED DRAWING WHERE SECTION IS SHOWN BUILDING SECTION SYMBOL DRAWING WHERE SECTION IS SHOWN DIRECTION WHERE SECTION IS VIEWED WALL SECTION SYMBOL ELEVATION IDENTIFICATION DRAWING WHERE ELEVATION IS SHOWN SECTION IDENTIFICATION (NUMBER) SECTION IDENTIFICATION (NUMBER) 1 DETAIL IDENTIFICATION DESCRIPTION ELEVATION IDENTIFICATION DOOR IDENTIFICATION WINDOW IDENTIFICATION DRAWING WHERE DETAIL IS SHOWN MARK (NUMBER) MARK (LETTER) LOCATION OF ELEVATION LOCATION OF ELEVATION DETAIL SYMBOL REVISION IDENTIFICATION MARK (LETTER/NUMBER) MARK (NUMBER) WALL TYPE 0'-0" RATED WALLS 8" CMU WALL CONCRETE PANEL P3 DEMO WALL SYMBOL WALL TO BE REMOVED ONE HOUR FIRE RATED BARRIER MATCH LINE UP or DN STAIR DIRECTION SYMBOL MTL STUD PARTITION WALL W/ BATT INSULATION MTL STUD PARTITION WALL GENERAL NOTES PROJECT SITE PARCEL #: 15-25-18-0000-00300-0000 LOCATION MAP N A. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL; PERFORMANCE BY THE CONTRACTOR SHALL BE REQUIRED ONLY TO THE EXTENT CONSISTENT WITH THE CONTRACT DOCUMENTS AND REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS. B. ALL CONTRACTORS (GENERAL AND SUB) WILL COORDINATE THEIR WORK PRIOR TO INSTALLATION OF ANY ITEMS SHOWN ON THE DRAWINGS. C. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL SUBCONTRACTORS ALL NECESSARY INFORMATION. DO NOT GIVE PARTIAL SETS TO SUBCONTRACTORS, AS COORDINATION WILL SUFFER.. D. ALL DRAWINGS WERE PREPARED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 6TH EDITION 2017. Alteration II BUILDING CODE SUMMARY: IIIB County State Corporate City City/County Proposed Use: Parcel #: Name of Project: Owned By: Code Enforcement Jurisdiction: Owner or Authorized Agent: Business Construction Type: BUILDING DATA No Sprinklers: YEAR EDITION OF CODE: Yes Repairs Business, B Occupancy: Pasco County Sheriffs Tactical Lab 15-25-18-0000-00300-0000 Livestone Consulting, Inc. FBC 2017 6th Edition, FPC 2017 6th Edition, FMC 2017 6th Edition, Fire Prevention Code 2017 6th Edition, NEC 2011. THESE DRAWINGS WERE PREPARED IN ACCORDANCE WITH AND SHALL COMPLY WITH THE FOLLOWING: 2017 BUILDING CODE, BUILDING, PLUMBING, MECHANICAL TO THE EXTENT REQUIRED BY THE EXISTING BUILDING CODE. 2017 FIRE PREVENTION CODE, 5TH EDITION 2014 NATIONAL ELECTRICAL CODE 2015 NFPA 1 2015 NFPA 101 2013 NFPA 13, 13R, 13D 2013 NFPA 72 2014 NFPA 70 (UPDATED) 2017 CODES ARE 6TH EDITION CODE REVIEW Pasco New Construction C 2020 LIVESTONE CONSULTING INC. SEAL SHEET NUMBER REVISIONS DATE ISSUED: REVIEWED BY: GBL DRAWN BY: JEM PROJECT NUMBER SHEET TITLE DESIGNED BY: JEM DESCRIPTION NO. DATE G19-0004-001 04/14/2020 www.LivestoneConsulting.com GILAD LIVINGSTONE AR 94331 PROJECT PARCEL #: 15-25-18-0000-00300-0000 NEW CONSTRUCTION INDOOR OWNER L1302130000320 L1302130000317 TRAINING Pasco County 2901 West Busch Blvd. Ste. 204 Tampa, FL 33618 Phone: 813-345-2612 OPEN Sheriff Department 7220 Osteen Road New Port Richey, FL 34653 Private A CODE INFORMATION N/A NOTE: G1.0 INDEX, LEGEND & GENERAL NOTES G1.1 SITE PLAN G1.2 LIFE SAFETY PLAN A1.0 PROPOSED FLOOR PLAN, DETAILS, AND NOTES A2.0 FOUNDATION PLAN, DETAILS AND NOTES A2.1 SECOND FLOOR FRAMING PLAN, DETAILS AND NOTES A3.0 REFLECTED CEILING PLAN AND NOTES A3.1 ELECTRICAL PLAN AND NOTES A4.0 BUILDING ELEVATIONS AND NOTES A4.1 BUILDING ELEVATIONS M1.0 MECHANICAL SHEETS M2.0 MECHANICAL SHEETS M3.0 MECHANICAL SHEETS E1.0 ELECTRICAL SHEETS E2.0 ELECTRICAL SHEETS E3.0 ELECTRICAL SHEETS P1.0 PLUMBING SHEETS P2.0 PLUMBING SHEETS INDEX OF DRAWINGS ARCHITECT: LIVESTONE CONSULTING, INC. 2901 WEST BUSCH Blvd. STE. 204, TAMPA, FL 33618 (813) 645-2612 WWW.LIVESTONECONSULTING.COM PROJECT TEAM B INDEX OF DRAWINGS N/A NOTE: D LOCATION INFORMATION N/A NOTE: C NOT USED N/A NOTE: SCOPE OF WORK FLORIDA PRODUCT APPROVAL NUMBER: MANUFACTURE PRODUCT NAME CATEGORY SUBCATEGORY APPROVAL NUMBER EMC WINDOWS AND DOORS, LLC MEDIUM STILE STOREFRONT DOOR EXTERIOR DOORS SWINGING EXTERIOR FL-3204.1 (IMPACT) DOOR ASSEMBLIES PGT INDUSTRIES SINGLE HUNG WINDOW WINDOW SINGLE HUNG FL-239.3-R26 SCHLAGE LOCK COMPANY, LLC EXPIDOOR METAL BUILDING DOOR EXTERIOR DOORS SWINGING EXTERIOR /EXPIDOOR SYSTEM DOOR ASSEMBLIES FL-4031.1 YKK AP AMERICA YHS 50 PANEL WALLS STOREFRONTS FL-14218-R10 SIMPSON STRONG-TIES CBSQ STRUCTURAL COMPONENTS WOOD CONNECTORS FL-10860-R4 SIMPSON STRONG-TIES HU STRUCTURAL COMPONENTS WOOD CONNECTORS FL-10655-R4 / FL-10531-R4 NOTES: 1. ALL OTHER FLORIDA PRODUCT APPROVAL NUMBERS ARE TO BE SUBMITTED BY THE GENERAL CONTRACTOR AND ARE TO BE PROVIDED AS PART OF PLAN REVIEW SUBMITTAL PACKET. 2. METAL BUILDING BY METAL BUILDING MANUFACTURER, INCLUSIVE OF ROOFING SYSTEM THE CONSTRUCTION OF A PRE-ENGINEERED METAL BUILDING THAT WILL SERVE AS AN OFFICE AND TRAINING BUILDING FOR PASCO SHERIFF CANINE UNIT. THIS BUILDING WILL NOT BE OPEN TO THE PUBLIC AND IS FOR USE BY THE SHERIFF'S DEPARTMENT ONLY. ENGINEER: RENNA ENTERPRISES, INC. 3231 DRANE FIELD ROAD, LAKELAND, FL 33811 (836) 646-1258
18
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G1.0
INDEX, LEGEND,
AND GENERAL
NOTES
SYMBOLS LEGEND
INTERIOR ELEVATION SYMBOL
COLUMN LOCATION IDENTIFICATION
EXTERIOR ELEVATION SYMBOL
EXISTING HEIGHT ELEVATION SYMBOL
NEW HEIGHT ELEVATION SYMBOL
1 1
NORTH ARROW
LOBBY100
1
1
1
FINISH/FIXTURE
1
DRAWING WHERE ELEVATION IS SHOWN
DIRECTION WHERE ELEVATION IS VIEWED
ROOM NUMBER
ROOM NAME
ROOM IDENTIFICATION
(SEE SCHEDULES)
SCHEDULE IDENTIFICATION
KEYED GENERAL NOTE
MARK (NUMBER)
MARK (NUMBER/LETTER)
DIRECTION WHERE SECTION IS VIEWED
DRAWING WHERE SECTION IS SHOWN
BUILDING SECTION SYMBOL
DRAWING WHERE SECTION IS SHOWN
DIRECTION WHERE SECTION IS VIEWED
WALL SECTION SYMBOL
ELEVATION IDENTIFICATION
DRAWING WHERE ELEVATION IS SHOWN
SECTION IDENTIFICATION (NUMBER)
SECTION IDENTIFICATION (NUMBER)
1
DETAIL IDENTIFICATION
DESCRIPTION
ELEVATION IDENTIFICATION
DOOR IDENTIFICATION
WINDOW IDENTIFICATION
DRAWING WHERE DETAIL IS SHOWN
MARK (NUMBER)
MARK (LETTER)
LOCATION OF ELEVATION
LOCATION OF ELEVATION
DETAIL SYMBOL
REVISION IDENTIFICATION
MARK (LETTER/NUMBER)
MARK (NUMBER)
WALL TYPE
0'-0"
RATED WALLS
8" CMU WALL
CONCRETE PANEL P3
DEMO WALL SYMBOL
WALL TO BE REMOVED
ONE HOUR
FIRE RATED BARRIER
MATCH LINE
UP or DN
STAIR DIRECTION SYMBOL
MTL STUD PARTITION WALL
W/ BATT INSULATION
MTL STUD PARTITION WALL
GENERAL NOTES
PROJECT SITE
PARCEL #:
15-25-18-0000-00300-0000
LOCATION MAP
N
A. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND
COMPLETION OF THE WORK BY THE CONTRACTOR. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED
BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL; PERFORMANCE BY THE CONTRACTOR SHALL BE REQUIRED ONLY TO THE
EXTENT CONSISTENT WITH THE CONTRACT DOCUMENTS AND REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO
PRODUCE THE INTENDED RESULTS.
B. ALL CONTRACTORS (GENERAL AND SUB) WILL COORDINATE THEIR WORK PRIOR TO INSTALLATION OF ANY ITEMS SHOWN ON THE
DRAWINGS.
C. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL SUBCONTRACTORS ALL NECESSARY INFORMATION. DO NOT GIVE
PARTIAL SETS TO SUBCONTRACTORS, AS COORDINATION WILL SUFFER..
D. ALL DRAWINGS WERE PREPARED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 6TH EDITION 2017.
SIMPSON STRONG-TIES HU STRUCTURAL COMPONENTS WOOD CONNECTORS FL-10655-R4 / FL-10531-R4
NOTES:
1. ALL OTHER FLORIDA PRODUCT APPROVAL NUMBERS ARE TO BE SUBMITTED BY THE GENERAL CONTRACTOR AND ARE TO BE PROVIDED AS PART OF PLAN
REVIEW SUBMITTAL PACKET.
2. METAL BUILDING BY METAL BUILDING MANUFACTURER, INCLUSIVE OF ROOFING SYSTEM
THE CONSTRUCTION OF A PRE-ENGINEERED METAL BUILDING THAT WILL SERVE AS AN OFFICE
AND TRAINING BUILDING FOR PASCO SHERIFF CANINE UNIT. THIS BUILDING WILL NOT BE OPEN
TO THE PUBLIC AND IS FOR USE BY THE SHERIFF'S DEPARTMENT ONLY.
ENGINEER:
RENNA ENTERPRISES, INC.
3231 DRANE FIELD ROAD,
LAKELAND, FL 33811
(836) 646-1258
AutoCAD SHX Text
15'-4"
AutoCAD SHX Text
2ND FLR.
AutoCAD SHX Text
1
AutoCAD SHX Text
A-001
AutoCAD SHX Text
1
AutoCAD SHX Text
A-001
AutoCAD SHX Text
1
AutoCAD SHX Text
A-001
AutoCAD SHX Text
4
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
A-001
AutoCAD SHX Text
1
AutoCAD SHX Text
A-001
AutoCAD SHX Text
1
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
MIAMI
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
FT. PIERCE
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
NEW PORT RICHY
G1.1
SITE
PLAN
C 2020 LIVESTONE CONSULTING INC.
SEAL
SHEET NUMBER
REVISIONS
DATE ISSUED:
REVIEWED BY: GBL
DRAWN BY: JEM
PROJECT NUMBER
SHEET TITLE
DESIGNED BY: JEM
DESCRIPTIONNO. DATE
G19-0004-001
04/14/2020
www.LivestoneConsulting.com
GILAD LIVINGSTONE
AR 94331
PROJECT
PARCEL #:
15-25-18-0000-00300-0000
NEW CONSTRUCTION
INDOOR
OWNER
L1302130000320
L1302130000317
TRAINING
Pasco County
2901 West Busch Blvd. Ste. 204
Tampa, FL 33618
Phone: 813-345-2612
OPEN
Sheriff Department
7220 Osteen Road
New Port Richey, FL 34653
1 SITE PLAN
NA NOTE:
PROPOSED SITE
3,196 SF
32
73 SF
U
443 SF
U
UP
DOWN
447 SF
U
10
10
10
2
6
'
-
1
"
M
A
X
T
R
A
V
E
L
33
' - 5
"
MA
X T
RA
VE
L
3
8
'
-
9
"
M
A
X
T
R
A
V
E
L
G1.2
LIFE
SAFETY
PLAN AND
NOTES
C 2020 LIVESTONE CONSULTING INC.
SEAL
SHEET NUMBER
REVISIONS
DATE ISSUED:
REVIEWED BY: GBL
DRAWN BY: JEM
PROJECT NUMBER
SHEET TITLE
DESIGNED BY: JEM
DESCRIPTIONNO. DATE
G19-0004-001
04/14/2020
www.LivestoneConsulting.com
GILAD LIVINGSTONE
AR 94331
PROJECT
PARCEL #:
15-25-18-0000-00300-0000
NEW CONSTRUCTION
INDOOR
OWNER
L1302130000320
L1302130000317
TRAINING
Pasco County
2901 West Busch Blvd. Ste. 204
Tampa, FL 33618
Phone: 813-345-2612
OPEN
Sheriff Department
7220 Osteen Road
New Port Richey, FL 34653
2 LIFE SAFETY PLAN - GROUND FLOOR
3/16" = 1'-0" NOTE:
DENOTES MAXIMUM LOAD
PER EXTERIOR EGRESS ELEMENT
ROOM OCCUPANT LOAD
ROOM OCCUPANT LOAD NOT COUNTED (STORAGE, HALLWAY,
MECH, ETC.)
DENOTES PATH OF
TRAVEL & DISTANCE
2
U
LIFE SAFETY LEGEND
THE ARCHITECTURAL DRAWINGS ARE IN COMPLIANCE
TO THE BEST OF OUR KNOWLEDGE WITH
THE FOLLOWING CODES AND STANDARDS:
FLORIDA BUILDING CODE - BUILDING 2017, 6TH EDITION
FLORIDA BUILDING CODE - PLUMBING 2017, 6TH EDITION
FLORIDA BUILDING CODE - FUEL GAS 2017, 6TH EDITION
FLORIDA BUILDING CODE - MECHANICAL 2017, 6TH
EDITION
FLORIDA BUILDING CODE - ACCESSIBILITY 2017, 6TH
EDITION
NATIONAL ELECTRICAL CODE - 2014 EDITION
NFPA 101 LIFE SAFETY CODE W/ FLORIDA
MODIFICATIONS - 2015 EDITION
ASHRAE (STANDARD 90.1) - 2010 EDITION
FLORIDA FIRE PREVENTION CODE - 2014, 5TH EDITION
CLASSIFICATION OF WORK: NEW CONSTRUCTION
CONSTRUCTION TYPE: TYPE IIIB, NOT SPRINKLED
AREA LIMITATION: 19,000 SF PER STORY
HEIGHT LIMITATION: 3 STORIES, 55' MAX.
PROPOSED HEIGHT: 21'-0":
OCCUPANCY CLASSIFICATION: BUSINESS GROUP B
(PER FBC 304.1)
PROPOSED AREA : 4,000 SF
(CONDITIONED)
GROSS AREA : 4,000 SF (UNDER
ROOF)
PROPOSED FACILITY OCCUPANT LOAD: 32 PERSONS
PROPOSED # OF OUTDOOR FIXED SEATS: 0
EGRESS WIDTH:
OCCUPANT LOAD: 32 PERSONS
DOOR WIDTH REQUIRED: 6.4" (32 @ .2" PER
PERSON)
DOOR WIDTH PROVIDED: 180" (900 PERSONS)
MAXIMUM ALLOWABLE EXIT
ACCESS TRAVEL DISTANCE: 250' (W/O SPRINKLER
SYSTEM)
MAXIMUM TRAVEL DISTANCE: 38' - 9"
MIN. # OF EXITS FOR OCCUPANT LOAD: 2 (1-500
PERSONS)
# OF EXITS PROVIDED: 3
LIFE SAFETY GENERAL NOTES
GENERAL NOTES:
1. POST TACTILE SIGNAGE AS REQUIRED AT ALL MEANS OF EGRESS; REF. A/G1.3
THE GENERAL CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE
BARRIER FREE REQUIREMENTS FOR THE APPLICABLE STATES AND
THE AMERICAN DISABILITIES ACT (ADA) AND SHALL ENSURE THAT
THIS FACILITY WILL BE ACCESSIBLE ACCORDING TO THE STRICTER
REQUIREMENTS OF THE APPLICABLE STANDARDS. THE FOLLOWING
IS A PARTIAL LIST OF REQUIREMENTS.
1. DOOR HARDWARE SHALL BE MOUNTED BETWEEN 36" AND 42"
ABOVE FLOOR AND BE LEVER TYPE.
2. PROVIDE ALL APPLICABLE REQUIRED A.D.A. SIGNAGE
ADA NOTES:NFPA OCCUPANCY LOAD FACTOR:
USE SF / PERSON AREA OCCUPANTS
STORAGE 500 963 2
BUSINESS 100 3,196 32
TOTAL 34
ALL OCCUPANT FACTORS ARE BASED OFF NFPA 101: TABLE 7.3.1.2
NOTE:
1. UPPER FLOOR IS FOR GENERAL STORAGE ONLY. THIS AREA WILL NOT BE OCCUPIED
3 LIFE SAFETY PLAN - ATTIC
3/16" = 1'-0" NOTE:
4 NOT USED
N/A NOTE:
1 NOT USED
N/A NOTE:
AutoCAD SHX Text
N
4" CONCRETE WITH # 5 W.W.F.
CENTERED
EXTERIOR
SIDING PER
BUILDING
MANUFACTURE
4
1
4
"
STRUCTURAL
METAL COLUMN
BEYOND
3-5/8" 230 GA. METAL
BASE PLATE
1
2
" P.T. PLYWOOD; LEAVE
UNFINISHED
R19
INSULATION
3-5/8" 20 GA METAL
STUD; AT 24" O.C.
SEE FOOTERS ON SHEET A4.0
FOR MORE INFORMATION
CE
IL
IN
G H
EIG
HT
1
2'-0
"
TYPE "B"
CE
IL
IN
G H
EIG
HT
1
2'-0
"
TYPICAL DOUBLE HUNG
STOREFRONT DOOR
TYPICAL SINGLE HUNG
DOOR WITH VENT
TYPE "A"
TYPICAL SINGLE
HUNG DOOR
TYPE "C"
FLOOR
5
8
" GYP. WALL
BOARD OR TILE
BACKER BOARD
FINISHED
CEILING
3-5/8" 230 GA. METAL
BASE PLATE
3-5/8" 230 GA. METAL
BASE PLATE
201D
201A
201F
201B
201C
201E
202B
202A
202C
OPEN OFFICE/
CLASSROOM TRAINING
201
MECHANICAL ROOM
200
STORAGE AREA
202
STORAGE AREA
203
50'-0"
34'-5"15'-7"
80'-0"
37'-2"
23'-0"
19'-10"
50'-0"
19'-10"8'-0"13'-10"
80'-0"
67'-8"
12'-4"
8'-4"
10'-2"
4'-5"
10'-5"
12'-4"
6'-2"
4'-9"3'-5"4'-3"
50'-0"
11'-1"
6'-5"
4'-5" 4'-0"
UP
DOWN
A A
NOTE:
1. FINISHED FLOOR HEIGHT TO BE 9'-6" ABOVE GROUND FLOOR
2
A2.0
2
A2.0
A1.0
PROPOSED
FLOOR
PLAN
C 2020 LIVESTONE CONSULTING INC.
SEAL
SHEET NUMBER
REVISIONS
DATE ISSUED:
REVIEWED BY: GBL
DRAWN BY: JEM
PROJECT NUMBER
SHEET TITLE
DESIGNED BY: JEM
DESCRIPTIONNO. DATE
G19-0004-001
04/14/2020
www.LivestoneConsulting.com
GILAD LIVINGSTONE
AR 94331
PROJECT
PARCEL #:
15-25-18-0000-00300-0000
NEW CONSTRUCTION
INDOOR
OWNER
L1302130000320
L1302130000317
TRAINING
Pasco County
2901 West Busch Blvd. Ste. 204
Tampa, FL 33618
Phone: 813-345-2612
OPEN
Sheriff Department
7220 Osteen Road
New Port Richey, FL 34653
FLOOR FINISH NOTES:
DOOR SCHEDULE
NO.
CLASSROOM/TRAINING
SIZE
DOUBLE HUNG
TYPE
201B
GLASSLOCATION
NOTES:
1. ALL DOORS ARE TO BE INSTALLED TO MATCH SWING SHOWN ON FLOOR PLAN.
2. ALL INTERIOR INSWING/OUTSWING DOORS TO BE JELD-WEN COLONIST PRIMED (RIGHT-HAND OR LEFT-HAND) TEXTURED SOLID CORE MOLDED COMPOSITE MDF SINGLE PREHUNG INTERIOR DOOR,
OR EQUAL, UNLESS OTHERWISE SPECIFIED BY OWNER.
3. ALL INTERIOR DOORS TO BE UNDERCUT, NOT EXCEEDING
3
8
" ABOVE FINISH FLOOR, U.N.O.
4. EXTERIOR DOORS SHALL MEET WIND PRESSURE CRITERIA OF 145 MPH WIND ZONE; G.C. TO PROVIDE FLORIDA PRODUCT APPROVAL FOR THE DOORS AS REQUIRED .
5. ALL DOORS AND TRIM TO BE PAINTED PER OWNER'S REQUIREMENTS.
6. PROVIDE LOCK BOX FOR MASTER KEY TO MEET FIRE MARSHAL'S REQUIREMENTS.
CLASROOM/TRAINING 3'-0" x 7'-0"
201C
HARDWARE
CLASSROOM/TRAINING 3'-0" x 7'-0" SINGLE HUNG
201D NO
201A
SINGLE HUNG
DOUBLE HUNG
SINGLE HUNG
NO
CLASSROOM/TRAINING
CLASSROOM/TRAINING201E
202A
3'-0" x 7'-0"
YES
NO
NO
NO
ROLLER DOOR
REMARKS
NOSTORAGE AREA
202B
DOUBLE HUNG
6'-0" x 7'-0"
6'-0" x 7'-0"
10'-0" x 7'-0"
6'-0" x 7'-0"
DOOR HARDWARE SCHEDULE:
GROUP 1:
THREE HINGES
KEY LOCKED BOTH SIDES
EGRESS PUSH BAR
GROUP 3:
THREE HINGES
STANDARD KNOB
NOSTORAGE AREA DOUBLE HUNG
NOSTORAGE AREA ROLLER DOOR
6'-0" x 7'-0"
10'-0" x 7'-0"
201F CLASSROOM/TRAINING
202C
MECHANICAL NEEDS TO BE VENTED
MECHANICAL NEEDS TO BE VENTED
GROUP 1
GROUP 3
GROUP 3
GROUP 1
GROUP 1
GROUP 1
GROUP 3
GROUP 3
GROUP 1
WINDOW SCHEDULE:
NO. SIZE
4'-0" X 6'-0"
OBSCURE
1. ALL QUANTITIES AND SIZES SHALL BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO ORDERING
DAYS WITH 6X6-W1.4/W1.4 W.W.R. (CENTERED) OVER 10 MIL
VAPOR RETARDER ON TERMITE TREATED, CLEAN
COMPACTED FILL (U.N.O.); (2) LAYERS W.W.F. WHERE NOTED.
3. ALL EXTERIOR THRESHOLDS SHALL BE IN ACCORDANCE W/
FLORIDA ACCESSIBILITY CODE 11-4.5.2.
4. SUB-GRADE SHALL BE WELL DRAINED AND OF UNIFORM
BEARING STRENGTH.
5. SUB-GRADE SHALL BE ROLLER COMPACTED TO MINIMUM 95%
PROCTOR DENSITY, UNLESS A HIGHER VALUE IS SPECIFIED
IN GEOTECHNICAL REPORT.
6. SUB-GRADE SHALL BE MOIST DURING CONCRETE
PLACEMENT.
7. THE TOP OF ALL FOOTERS IS TO BE PLACED 1'-6" MINIMUM
BELOW GRADE U.N.O.
8. CONTRACTORS SHALL ENSURE THAT CONCRETE COVER TO
REBAR IN THE SLAB IS IN ACCORDANCE WITH ACI316.
9. CONTRACTOR SHALL ENSURE THAT CONCRETE
CONSTRUCTION CONFORMS TO ACI 301 (CURRENT),
SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
BUILDINGS, ACI 302 (CURRENT), GUIDE FOR CONCRETE
FLOOR AND SLAB CONSTRUCTION, AND ACI 318 (CURRENT),
BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE, AS MODIFIED HEREAFTER.
10. CONCRETE SUPPLIER SHALL PROVIDE A MIX RESULTING IN
MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, (f'c = 3,000
PSI) AS MEASURED BY TESTING CYLINDRICAL SPECIMENS
PER ASTM C-39 (U.N.O.).
11. A LAYER OF 10 MIL VAPOR RETARDER SHALL BE PROVIDED
AS A VAPOR BARRIER UNDER THE SLAB (TAPE JOINTS: 6"
LAPPED AND TAPED).
12. PROVIDE
1
2
" THICK X 4" WIDE BITUMINOUS EXPANSION JOINT
MATERIAL (U.N.O.) AT ALL SURFACES WHERE EXTERIOR
SLABS ABUT FLOOR SLABS.
13. PROVIDE STEEL TROWEL FINISH FOR INTERIOR SLAB AREAS,
CREATE BROOM FINISH TEXTURE FOR EXTERIOR SLABS.
AutoCAD SHX Text
N
24"
(TYP.)
LIGHTWEIGHT STEEL
FLOOR JOIST
24"
(T
YP
.)
4X4 WOOD POST
FOR RAILING ABOVE
WOOD STAIR; SEE
STAIR FRAMING
6/A2.1 FOR MORE
INFORMATION
HORIZONTAL
BRACING; @ 24" O.C.
STAGGERED
GUARDRAIL POST
2X6 P.T. WOOD JOIT
DOUBLE 2X8 P.T.
WOOD RIM BEAM
DECKING
4X4 P.T. WOOD
POST
SIMPSON CBSQ44;
INSTALL PER
MANUFACTURER
3'-0" MIN.
34
" - 3
8"
PE
R L
OC
AT
IO
N
SE
E
FN
D.
PL
AN
2X6 P.T. WOOD
HORIZONTAL BRACING
9'-0"
34" - 38"
5
8
" TYPE X GYPSUM WALL BOARD
18 GAUGE STEEL BOX HEADER
18 GAUGE HORIZONTAL
BRACING; @ 24" O.C.
18 GAUGE STEEL FRAMING
2X4 P.T. WOOD BASE PLATE
2X4 P.T. WOOD RAILING POST
3-5/8" 18 GAUGE METAL TRACK
1
2
" PLYWOOD COVERING
5
8
" TYPE X GYPSUM WALL BOARD
3
4
" PLYWOOD DECKING
2X2 P.T. WOOD BALUSTER;
MAX. 4" APART
(2) 2X8 P.T.
WOOD JOIST
2X6 P.T. WOOD
JOIST
HORIZONTAL
WOOD BRACING
PRE-ENGINEERED
WOOD STAIR
STRINGER
STEEL FRAMING; SEE DETAIL 5/A2.1
FOR MORE INFORMATION
LOCATE POST BESIDE
STRUCTURAL STEEL
SUPPORT
BUILDING
STRUCTURAL STEEL
SUPPORT; SEE
MANUFACTURE
DRAWINGS FOR FINAL
LOCATION
SEE TYPICAL WOOD LANDING
DETAIL 3/A2.1 FOR MORE
INFORMATION
2X2 P.T. WOOD
BALUSTER
4X4 P.T. WOOD POST
2 BY WOOD RAILING
SEE TYPICAL WOOD LANDING
DETAIL 3/A2.1 FOR MORE
INFORMATION ON CONNECTION
TO SLAB
PRE-ENGINEERED
WOOD STAIR
4" M
AX
SE
PA
RA
TIO
N
34
" - 3
8"
34
" - 3
8"
1'-0"
MIN.
A2.1
SECOND
FLOOR FRAMING
PLAN, DETAIL
AND NOTES
C 2020 LIVESTONE CONSULTING INC.
SEAL
SHEET NUMBER
REVISIONS
DATE ISSUED:
REVIEWED BY: GBL
DRAWN BY: JEM
PROJECT NUMBER
SHEET TITLE
DESIGNED BY: JEM
DESCRIPTIONNO. DATE
G19-0004-001
04/14/2020
www.LivestoneConsulting.com
GILAD LIVINGSTONE
AR 94331
PROJECT
PARCEL #:
15-25-18-0000-00300-0000
NEW CONSTRUCTION
INDOOR
OWNER
L1302130000320
L1302130000317
TRAINING
Pasco County
2901 West Busch Blvd. Ste. 204
Tampa, FL 33618
Phone: 813-345-2612
OPEN
Sheriff Department
7220 Osteen Road
New Port Richey, FL 34653
5 STEEL DECKING FRAMING PLAN
1/4" = 1'-0" NOTE:
GENRAL NOTES:
4 NOT USED
NA NOTE:
3 TYPICAL STAIR LANDING DETAIL
1-1/2" = 1'-0" NOTE:
1 TYPICAL FLOOR JOIST AND RAILING DETAIL
1-1/2" = 1'-0" NOTE:
6 WOOD STAIR DECKING FRAMING PLAN
1/4" = 1'-0" NOTE:
7 NOT USED
N/A NOTE:
2 TYPICAL RAILING DEATIL
1/2" = 1'-0" NOTE:
AutoCAD SHX Text
N
UP
DOWN
OC
SD
OCSD
OC
LED-6
LED-
4
LED-
4
LED-
4
LED-
4
LED-6 LED-6
LED-6 LED-6 LED-6
LED-6 LED-6 LED-6
LED-6 LED-6 LED-6
LED-6
LED-6
FL
FL
FL
FL
EE
EE
EE
PX-03
9'-0"
PX-03
9'-0"
PX-03
9'-0"
OP
±9'-0"
OP
±18'-0"
OP
±18'-0"
A3.0
REFLECTED
CEILING PLAN
AND NOTES
C 2020 LIVESTONE CONSULTING INC.
SEAL
SHEET NUMBER
REVISIONS
DATE ISSUED:
REVIEWED BY: GBL
DRAWN BY: JEM
PROJECT NUMBER
SHEET TITLE
DESIGNED BY: JEM
DESCRIPTIONNO. DATE
G19-0004-001
04/14/2020
www.LivestoneConsulting.com
GILAD LIVINGSTONE
AR 94331
PROJECT
PARCEL #:
15-25-18-0000-00300-0000
NEW CONSTRUCTION
INDOOR
OWNER
L1302130000320
L1302130000317
TRAINING
Pasco County
2901 West Busch Blvd. Ste. 204
Tampa, FL 33618
Phone: 813-345-2612
OPEN
Sheriff Department
7220 Osteen Road
New Port Richey, FL 34653
REFLECTED CEILING PLAN NOTES:
1. IN THE MAIN AREA THE CEILING IS TO BE EXPOSED TRUSSES.
2. STORAGE ROOM AND MECHANICAL ROOM TO BE
5
8
" TYPE X GYPSUM
WALL BOARD CEILING @ 9'-0" A.F.F. U.N.O.
4. ALL LIGHTING SHOWN IS FOR REFERENCE ONLY; REFER TO
ELECTRICAL DRAWING BY ENGINEER FOR MORE INFORMATION.
LIGHTING SCHEDULE:
DESCRIPTION MANUFACTURER
LIGHTING SCHEDULE
CODE MODEL # REMARKS
1. PROVIDE ALL FIXTURES COMPLETE WITH LAMPS
2. PROVIDE ALL REQUIRED MOUNTING OR HANGING HARDWARE
3. THE QUANITIES SHOWN IN THE LIGHTING SCHEDULE ARE BASED ON THE NUMBER OF FIXTURES SHOWN IN THE CONSTRUCTION DOCUMENTS; REFER TO GENERAL NOTE #2 ON SHEET A2.1
LED-4 2' X 2' LED VOLUMETRIC WHITE TROFFER LIGHT ENVIROLITE EVTR22DI23WD
OC CEILING SENSOR LOW VOLTAGE BY PIR SWITCH MOTION DETECTOR, OCCUPANCY SENSOR
MOUNT, CEILING LIGHT SENSOR, WHITE
ENERLITES MPC-50L-STICKER
LED-6 VERIFY INSTALLATION WITH OWNER
TO BE LOCATED EXTERIOR OF THE BUILDING
VERIFY INSTALLATION WITH OWNER
FL GOOD EARTH LIGHTING 6.25-IN 2-HEAD LED WHITE SWITCH-CONTROLLED FLOOD LIGHT GOOD EARTH LIGHTING SE1092-WH3-00LF0-G
QUANTITIES
4
3
14
4
WIRE FOR DAYLIGHTING WITH MANUAL CUT OFF
4 NOT USED
N/A NOTE:
HVAC NOTES:
1. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF AIR SUPPLY AND RETURNS.
2. GENERAL CONTRACTOR TO COORDINATE MECHANICAL DRAWINGS WITH
REFLECTED CEILING PLAN TO AVOID CONFLICT.
LEGEND:
SDSMOKE DETECTOR
LED-4
LED-6
4" X 4' LED TROFFER LIGHT
2 X 2 LED TROFFER LIGHT
EXTERIOR FLOOD LIGHT
FL
OCCUPANCY CENSOROC
2 NOT USED
N/A NOTE:
EMERGENCY EXIT FLOOD LIGHT
EE
1 FT. X 4 FT. 50-WATT INTEGRATED LED EDGE-LIT PANEL FLUSH MOUNT WRAPAROUND LIGHT
COMMERCIAL ELECTRIC 74031/HD-G2
EE COMBO 14-WATT WITH NICAD 9.6 VOLT BATTERY WHITE INTEGRATED LED EXIT SIGN AND
EMERGENCY LIGHT
COMMERCIAL ELECTRIC EECLEDRG120277 3
1 REFLECTED CEILING PAN - GROUND FLOOR
3/16" = 1'-0" NOTE:
3 REFLECTED CEILING PLAN - ATTIC
3/16" = 1'-0" NOTE:
CEILING FINISH SCHEDULE:
CODE MATERIAL MANUFACTURER PRODUCT INFORMATION REMARKS
PX-03 5/8" GYPSUM WALL
BOARD, TYPE X
AMERICAN GYPSUM N/A LIGHT ORANGE PEEL FINISH U.N.O.; PAINT WITH
SHERWIN WILLIAMS SW7006, EXTRA WHITE, FLAT
WALL AND CEILING FINISH CLASSIFICATION
CLASS A PER FBC 803
NOTES:
1. ANY MATERIAL SUBSTITUTES ARE TO BE SUBMITTED FOR APPROVAL BY ARCHITECT
2. COORDINATE AND VERIFY ALL CEILING FINISH INSTALLATIONS WITH MECHANICAL AND ELECTRICAL DRAWINGS TO AVOID OVERLAP; INCLUDING EMERGENCY EXIT FIXTURES, SUPPLY REGISTERS AND RETURN GRILLS - CONTACT
ARCHITECT WITH CONFLICTS
OP OPEN EXPOSED CEILING TRUSSES
AutoCAD SHX Text
N
UP
DOWN
TO SECOND
FLOOR
TO FIRST FLOOR
S
4
GF
I
S
S
3
S
S
4
S
4
S
3
GF
I
A3.1
ARCHITECTURAL
ELECTRICAL PLAN
AND NOTES
C 2020 LIVESTONE CONSULTING INC.
SEAL
SHEET NUMBER
REVISIONS
DATE ISSUED:
REVIEWED BY: GBL
DRAWN BY: JEM
PROJECT NUMBER
SHEET TITLE
DESIGNED BY: JEM
DESCRIPTIONNO. DATE
G19-0004-001
04/14/2020
www.LivestoneConsulting.com
GILAD LIVINGSTONE
AR 94331
PROJECT
PARCEL #:
15-25-18-0000-00300-0000
NEW CONSTRUCTION
INDOOR
OWNER
L1302130000320
L1302130000317
TRAINING
Pasco County
2901 West Busch Blvd. Ste. 204
Tampa, FL 33618
Phone: 813-345-2612
OPEN
Sheriff Department
7220 Osteen Road
New Port Richey, FL 34653
ELECTRICAL LEGEND:
GFI
S
DUPLEX OUTLET
GFI OUTLET; LOCATED @ 42" A.F.F.
UNLESS OTHERWISE NOTED
LIGHT SWITCH
3 WAY LIGHT SWITCH
GENERAL NOTES:
1. REFER TO LIGHTING SCHEDULE ON A2.0 FOR MORE
INFORMATION ON FIXTURE MAKE AND MODEL.
2. LIGHTING PLANS ARE FOR REFERENCE ONLY; ALL FINAL
DECISIONS ON QUANTITY, FIXTURE MAKE AND MODEL,
AND LOCATIONS ARE TO BE DETERMINED BY OWNER.
3. GENERAL CONTRACTOR'S ELECTRICIAN TO PROVIDE
COMPLETED DRAWINGS AND CALCULATIONS REQUIRED
BY THE AUTHORITY HAVING JURISDICTION.
4. GENERAL CONTRACTOR'S ELECTRICAL
SUB-CONTRACTOR TO PROVIDE PANEL SCHEDULE AND
ALL REQUIRED DOCUMENTATION TO THE AUTHORITY
HAVING JURISDICTION.
5. THE POWER SHOWN IS FOR GENERAL LOCATION
PURPOSES ONLY; CONTRACTOR TO PROVIDE
SUFFICIENT SERVICE AND CIRCUIT LOADING TO ALL
ELECTRICAL DEVICES.
6. ALL ELECTRICAL RECEPTACLES ARE TO BE MOUNTED @
18: AFF UNLESS OTHERWISE NOTED.
7. ALL FLOOD LIGHTS ARE TO BE ON A LIGHT SENSOR
CONNECTED TO A MANUAL CUT OFF SWITCH.
8. GENERAL CONTRACTOR TO COORDINATE WITH OWNER
ON FINAL LOCATION OF OUTLETS.
9. ALL ELECTRICAL SHOWN IS FOR REFERENCE ONLY;
REFER TO ELECTRICAL DRAWING BY ENGINEER FOR
MORE INFORMATION.
3
S
2 NOT USED
N/A NOTE:
4 NOT USED
N/A NOTE:
1 ELECTRICAL PLAN - GROUND FLOOR
3/16" = 1'-0" NOTE:
3 ELECTRICAL PLAN - ATTIC
3/16" = 1'-0" NOTE:
AutoCAD SHX Text
N
SIDING BY BUILDING MANUFACTURER
18'-0"
50'-0"
6'-0"
7'
2'-10"
7'-0"
6'-0"
1 X 3 P.T. ALUM. TRIM AROUND
DOORS AND WINDOWS
ROOF BY BUILDING MANUFACTURER;
SLOPE MAY VERY
20'-11"
7'-0"
10'-0"
ROLL UP METAL DOOR
18'-0"
50'-0"
20'-11"
1 X 3 P.T. ALUM. TRIM AROUND
DOORS AND WINDOWS
ROOF BY BUILDING MANUFACTURER;
SLOPE MAY VERY
A4.0
BUIDLING
ELEVATIONS
& NOTES
C 2020 LIVESTONE CONSULTING INC.
SEAL
SHEET NUMBER
REVISIONS
DATE ISSUED:
REVIEWED BY: GBL
DRAWN BY: JEM
PROJECT NUMBER
SHEET TITLE
DESIGNED BY: JEM
DESCRIPTIONNO. DATE
G19-0004-001
04/14/2020
www.LivestoneConsulting.com
GILAD LIVINGSTONE
AR 94331
PROJECT
PARCEL #:
15-25-18-0000-00300-0000
NEW CONSTRUCTION
INDOOR
OWNER
L1302130000320
L1302130000317
TRAINING
Pasco County
2901 West Busch Blvd. Ste. 204
Tampa, FL 33618
Phone: 813-345-2612
OPEN
Sheriff Department
7220 Osteen Road
New Port Richey, FL 34653
1 NORTH ELEVATION
1/4" = 1'-0" NOTE:
GENERAL NOTES:
1. BUILDING SIDING FINISH AND STYLE BY BUILDING MANUFACTURE.
2. ALL TRIM AROUND DOORS AND WINDOWS IS TO BE P.T. WOOD; PAINT COLOR TO BE SELECTED