RUSSEL RD...PROTECTIVE BARRIERS: During construction provide protective enclosure Fencing and Barricades as required to prevent unauthorized persons from having access to site. CONCRETE:

GENERAL SPECIFICATIONS

GENERAL CONDITIONS: Work shall conform to the 2014 Florida Building Code.

Provide submittals and material samples for approval prior to construction.

Provide a trash dumpster on site and keep the site clean and orderly.

Contractor shall have access to the existing power and water supply.

Provide temporary toilet facilities for workers.

Store materials to prevent damage from weather conditions and theft.

Maintain workmans compensation insurance for all employees and verify compliance of his subcontractors.

Submit Application for Payment each month and provide partial waivers of lein from suppliers and sub-contractors.

SITE WORK: The Contractor is responsible for clearing the site within the construction area. Remove and dispose of the

trees and roots. Remove organic material from below the building pad and provide clean sandy fill free of roots, clay and

debris. Compact building pad to 95% of maximum dry density.

Slope the grade away from the building and install 3" of pine straw mulch over disturbed areas.

DEMOLITION: Remove existing septic system and dispose of off site.

SEWER: Provide new septic system including holding tanks and drainfield. Coordinate with the Clay County Health

Department for specific requirements.

WATER: Connect to existing well water on site. Provide Bacterial test prior to closeout.

POWER: New 200 amp service

TERMITE PROTECTION: Pre-treat Slab with State Department of Agriculture approved water based chemical spray prior

to application of Vapor Barrier under all slabs.

PROTECTIVE BARRIERS: During construction provide protective enclosure Fencing and Barricades as required to

prevent unauthorized persons from having access to site.

CONCRETE: All concrete work shall conform to the requirements of the American Concrete Institute for proper mix and

placing of concrete. Concrete and Grout shall have ultimate strength of 3,000 PSI in 28 Days. Provide 3 sets of cylinders

for strength testing by independent testing lab paid for by Contractor under this contract.

MASONRY: Provide and install standard weight concrete masonry, ASTM C330-90, 3000 PSI in 28 Days. Mortar shall

be type 'N' or 'S'. Provide size and configurations as indicated on the drawings.

STEEL REINFORCEMENT: Provide and install Galvanized Truss type horizontal joint reinforcement as manufactured by

AA-Wire products or approved equal. Structural Steel bars for foundation and masonry reinforcement shall be deformed

Bar Grade 60 sizes and configuration as indicated in the Plans.

MISCELLANEOUS STEEL CONNECTORS: Provide and install Galvanized Steel uplift anchors as required and as

indicated in the drawings with anchor fasteners as required by connector Manufacturer for loading specified in Truss Shop

drawings. Products as manufactured by Simpson-Strong TIE or approved equal.

ROUGH CARPENTRY: Provide and install all Framing, Beams, Posts and miscellaneous blocking as required. Lumber

shall be # 2 grade Southern Yellow Pine or better, maximum moisture content of 19%. Pressure treated lumber shall be

Kiln dried Southern Yellow Pine #1 grade. Plywood sheathing shall be 5/8'' CDX.

PREFAB WOOD TRUSSES: Provide and install prefab engineered Wood Trusses conforming to requirements of Truss

Plate Institute (TPI) and the Florida Building Code. Provide Florida Registered sealed Truss Shop Drawings with layout,

Truss configurations and calculations for uplift anchorage. Handle and place Trusses according to (TPI) recommendations.

Provide temporary and permanent bracing and anchorage as required.

FINISH CARPENTRY: Provide and install Finish Carpentry as specified and as indicated in the Plans. Coordinate

installation of all anchorage required for miscellaneous hardware, installation of Finish Work including Soffits, Siding and

Trim.

PLASTIC VAPOR BARRIER: Provide and install 6 Mill Visqueen Barrier below floor slab. Lap and mastic all joints, and

tape at penetrations. Use plastic chairs for placement of welded wire mesh.

FIBERGLASS INSULATION: Provide and install Kraft faced R-30 fiberglass batt insulation in attic space between

trusses. Provide insulation Baffels at eaves to insure proper ventilation. Install 6" sound batts in

walls between rooms.

FIBERGLASS SHINGLES : Provide and install 30 year Architectural shingle roofing product equal to GAF Timberline.

Install over 30# felt underlayment . Provide metal valley flashing and prefinished 24 gauge eave drip. Provide a written 20

year warranty to cover labor and material .

SEALANTS: Provide and install caulk and sealants as indicated and as required for each joint application.

STEEL DOORS AND FRAMES: Provide and install 16 gauge Hollow Metal Door frames, grouted solid and anchored at

16" O.C. to masonry jambs. Door shall be 16 gauge faced with solid polystyrene core.

FINISH HARDWARE: Provide and install commercial grade hardware with ADA approved lever set handles. Master Key

all doors. Products shall be equal to Yale Pacific Beach, 5300 with brushed Chrome finish.

Exterior Doors: Doors shall have ADA threshold, weather striping, Closer, Lockset and NRP stainless steel

hinges.

Office Doors: Doors shall have three hinges, door stop, Lockset , silencers and door stop.

Toilet Room: Doors shall have overhead closer, Privacy Leverset, silencers, 8"x34" stainless steel kick and mop

plates on both sides.

Utility Room: Door shall have Storeroom lever-lock set, closer, door stop and silencers. All Butts shall be stainless

steel, Hager ball bearing type with non removable pins and 8"x34" stainless steel kick and mop plates on both sides.

PAINTING: Provide and install paint finishes to all exposed surfaces as scheduled. All products from one

manufacturer-Sherwin Williams or approved equal. Install all Paint products according to Manufacturers written

instructions. Painter shall inspect unfinished Walls and approve moisture content and quality of workmanship prior to

application of Paint finishes.

Exterior Trim - 1 coat Primer

2 coats Latex Paint

Exterior Metal - 1 coat Exterior Primer

2 coats Alkyd Enamel

Exterior CMU - 1 coat Block Filler/Primer

2 coats Elastomeric Paint

Interior walls - 1 coat Primer Sealer

and ceilings 2 coats Water Based Epoxy with Low Sheen finish

CERAMIC TILE & BASE: Provide and install Porcelain non-slip 12" x 12" Porcelain tile equal to Crossvile Color Blox or

approved equal. Install shower tile on cementitious underlayment. Provide integral colored sanded grout.

VET: AZROCK 12"x12" vinyl enhanced floor tile or approved equal

CARPET: 28 oz. Broadloom Shaw "Field Trip" or approved equal

VINYL BASE: 4" Johnsonite cove base or approved equal.

TOILET ACCESSORIES: Provide and install Toilet accessories as indicated on the Plans according to requirements of

Florida ADA as follows:

Grab Rails - Bobrick B-5806.99 x 42" & Bobrick B-5806-99 x 36" & 24"

S.S. Mirror - 24" x 36" Bobrick B-165 2436

Liquid Soap Dispenser - Supplied by Owner, installed by Contractor

Toilet Paper Dispenser - Supplied by Owner, installed by Contractor

Paper Towel Dispensers-Supplied by Owner, installed by Contrator

PLUMBING : Provide design and construction for all plumbing work. Connect to Owner provided sewer and water

connections. All work shall conform to the Florida Building Code 2014 (Plumbing)

Sewer Drain Pipe: Schedule 40 PVC, Solvent weld joints.

Water Pipe: CPVC, Solvent weld joints.

Insulation: Insulate hot weater lines using self sealing 3/4" Armaflex.

MECHANICAL: Provide design and construction for two split air conditioning systems including state

required energy calculations. Provide high performance heat pumps and all necessary ductwork, diffussers, and

programmable thermostats.

Exhaust fans shall be equal to Broan XB 110 Vent to soffit with Aluminum Grille and insect screen.

ELECTRICAL: Comply with the National Electric Code and local regulations. Coordinate with Owner and

Utility for underground service to the building. All work will be performed by State and local

licensed Electrician. Supervising Electrician shall layout circuiting and Panel configuration.

Verify existing conditions prior to submitting a Bid. Provide submittals for approval.

Provide type written circuit directory on panel cover.

Fixtures: Refer to plans. No substitutions will be accepted furnish with lamps and trim.

Wiring : All wire shall be insulated copper minimum size #12

Conduit: Minium 1/2" PVC

Devices: Quiet Type switched, grounded outlets, White Decora.

END OF GENERAL SPECIFICATIONS

ELECTRICAL PLANA4

EXTERIOR ELEVATIONS AND SECTIONS

REFLECTED CEILING PLAN AND SCHEDULES

ARCHITECTURAL DRAWINGS

INDEX OF DRAWINGS

LOCATION MAP

A3

A2

A1

INDEX, LEGEND & SCHEDULE SHEET

FLOOR PLAN AND INTERIOR ELEVATIONS

ST. JOHNS

RIVER

HW

Y. 17

HW

Y. 17

C.R

. 209

RUSSEL RD

C.R

. 315

ADDRESS

BLACK CREEK

A0

1

ROOM NAME

SAMPLE

100

SECTION LEGEND

CERAMIC TILE

PLYWOOD

INSULATION - BATT

INSULATION - RIGID

STUCCO

EARTH

WOOD - ROUGH CARPENTRY

WOOD - FINISH CARPENTRY

GLASS

STEEL

BRICK

CONCRETE

ELECTRICAL PANEL

CABINET (F.E.C.)

RECESSED FIRE EXTINGUISHER

INTERIOR ELEVATION

ENLARGED PLAN AREA

1

A2

WALL SECTION

BUILDING SECTION

COLUMN GRID NUMBERS

LOUVER NUMBER

WINDOW NUMBER

DOOR NUMBER

1

A2

1

A2

1

A2

A

1

1

A

100

A

ROOM NUMBER

ROOM NAME

ARCHITECTURAL LEGEND

OP/OI OWNER-PROVIDED/OWNER-INSTALLED

WPEJ WALL PANEL EXPANSION JOINT

BRICK EXPANSION JOINTBEJ

FRP FIBERGLASS-REINFORCED PANEL

WOODWD

DW DISHWASHER

COMMON ABBREVIATIONS

WINDOW

WIDTH

WATER HEATER

WASHER/DRYER (STACKED)

WITH

VESTIBULE

VERTICAL

VERIFY

VARIES

UNLESS NOTED OTHERWISE

TYPICAL

TELEVISION

TOILET PAPER HOLDER

TOP OF STEEL

TOP OF BEAM

TEMPERED

TELEPHONE

TECHNICAL

TOP AND BOTTOM

SYNTHETIC

SUSPENDED

STRUCTURAL

STORAGE

STEEL

STAINLESS STEEL

SQUARE FEET

SPEAKER

SPECIAL

SLAB ON GRADE

SIMILAR

SHEATHING

SHEET

SHELVES

SINGLE

STOREFRONT

SQUARE FEET

SECTION

SCREEN

SCHEDULE

ROTATED

ROOM

REVERSED

REMOVE

REINFORCING

REFLECTED

REFRIGERATOR

RADIUS

RADIUS

POWER

PAPER WASTE RECEPTACLE

PAPER TOWEL DISPENSER

PRESSURE-TREATED

PROJECTION

PREFINISHED

PRE-ENGINEERED

PAIR

PANEL

PLASTIC

POCKET

PLYWOOD

PERIMETER

OUTSIDE

OWNER-PROVIDED/CONTRACTOR-INSTALLED

ON CENTER

OVERALL

NOT TO SCALE

NET SQUARE FEET

NOT IN CONTRACT

METAL

MOISTURE-RESISTANT

MINIMUM

MICROWAVE

MEZZANINE

MECHANICAL

MAXIMUM

MATERIAL

LAYER

LOUVER

LENGTH

LAMINATE

JOINT

JOIST

INTERIOR

INSULATION

INSTALL

ISOLATION JOINT

HOT WATER HEATER

HEATING, VENTILATING AND AIR CONDITIONING

HEIGHT

HORIZONTAL

HORIZONTAL

HOLLOW METAL

HANDICAPPED (EQUIVALENT TO A.D.A.)

GYPSUM WALL BOARD

GYPSUM

GROSS SQUARE FEET

GALVANIZED

FIELD VERIFY

FUTURE

FOOTING

FOUNDATION

FEMININE NAPKIN VENDOR

FEMININE NAPKIN DISPOSAL

FLOOR

FLOOR

FINISHED

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

EXTERIOR

EXPANSION

ELECTRIC WATER COOLER

EACH WAY

EQUIPMENT

EQUAL

ENLARGED

ELEVATION

ELECTRICAL

EXPANSION JOINT

EXTERIOR INSULATION AND FINISH SYSTEM

EACH

DOOR

DIAMETER

DETAIL

DOUBLE

CUSTODIAN

CONTROL

CENTER

COLD-ROLLED

CORRIDOR

CONTINUOUS

CONCRETE

COLUMN

CONCRETE MASONRY UNIT

CEILING

CENTERLINE

CONTROL JOINT

CLEAR FLOOR SPACE

CERAMIC

CLOSED-CIRCUIT TV

CABINET

BEARING

BEAM

BUILDING

BOARD

ABUSE-RESISTANT

ANGLE

ALUMINUM

ALIGN

AIR HANDLING UNIT

AIR CONDITIONER CONDENSING UNIT

ABOVE FINISHED FLOOR

ADJUSTABLE

AMERICANS WITH DISABILITIES ACT

ACOUSTICAL

AIR CONDITIONING

POUND

WIN

WID

WH

W/D

W/

VEST

VERT

VER

VAR

UNO

TYP

TV

TPH

T.O.S.

T.O.BM.

TEMP

TELE

TECH

T & B

SYN

SUSP

STRUCT

STOR

STL

SS

SQ.FT

SPKR

SPEC

S.O.G.

SIM

SHTG

SHT

SH

SGL

SF

SF

SECT

SCR

SCHED

ROT

RM

REV

REM

REINF

REFL

REF

RAD

R

PWR

PWC

PTD

PT

PROJ

PREFIN

PRE-ENG

PR

PNL

PLAS

PKT

PLYWD

PERIM

OUTS

OP/CI

OC

OA

N.T.S.

NSF

NIC

MTL

M-R

MIN

MICR

MEZZ

MECH

MAX

MATL

LYR

LVR

LEN

LAM

JT

JST

INT

INSUL

INST

IJ

HWH

HVAC

HT

HORIZ

HOR

HM

HC

GWB

GYP

GSF

GALV

FV

FUT

FTG

FOUND

FNV

FND

FLR

FL

FIN

FEC

FE

EXT

EXP

EWC

EW

EQ

EQ

ENL

ELEV

ELECT

EJ

EIFS

EA

DR

DIA

DET

DBL

CUST

CTRL

CTR

CR

CORR

CONT

CONC

COL

CMU

CLG

CL

CJ

CFS

CER

CCTV

CAB

BRG

BM

BLDG

BD

A-R

ANG

ALUM

ALI

AHU

ACCU

AFF

ADJ

ADA

ACOUST

A/C

#

AFS ABOVE FINISHED SLAB

ASF ABOVE SECOND FLOOR

NORTH ARROW

JOB NORTH

TRUE NORTH

LSP1 LIFE SAFETY PLAN

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS

THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF STEPHEN McCULLAR REGISTERED ARCHITECT. ANY USE OR REPRODUCTION WITHOUT EXPRESSED WRITTEN PERMISSION OF THIS COMPANY IS PROHIBITED. ALL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED.

SEAL

161700

5/24/17

DWS

SCM

A0

NW BUILDING

MASTERS PIT

MAINTENANCE

BUILDING

CLAY COUNTY

FLORIDA

A/C

A/CWH

2x6 STUDS

2x6 STUDS

2x6 STUDS

74'-8"

4'-0"

3'-4"

M.O. 10'-8"

3'-4"

M.O. 39'-4"

3'-4"

M.O. 5'-4"

3'-4"

M.O. 2'-0"

33'-4"

5'-4"

3'-4"

M.O

.7'-4"

3'-4"

M.O

.5'-4"

3'-4"

M.O

.5'-4"

33'-4"

5'-4"

3'-4"

M.O

.7'-4"

3'-4"

M.O

.5'-4"

3'-4"

M.O

.5'-4"

10'-0"

74'-8"

26'-0" 22'-8" 26'-0"

1'-4" 1'-4" 1'-4"9'-4" 9'-4"

1'-4

"8'-0"

3'-8"

2'-6"

4"

3'-1"

7'-3"

8'-0"

6'-10

3 4"

4"

3'-4"

M.O.5'-4"

3'-4"

M.O.

3'-4"

M.O.

6'-4"

M.O.

3'-4"

M.O.

3'-4"

M.O.8'-0" 10'-0" 5'-0" 6'-8" 10'-0" 6'-8"

2'-3"

9'-9"

1'-8

"

4"

11'-11

"5'-13 4

"6'-6"

7'-10

"

4"

4"

4"

4'-6" 3'-4" 5'-4" 6'-5" 6'-8"9'-6

14" 4"5'-3

12"

7'-4"24'-4"4"

2'-1"4'-4"

5'-0"2'-4"

6 SH.

6 S

H.

6 S

H.

6'-7"

6'-4"

2'-0"

FLOOR PLAN1/4"= 1'-0" SQ. FT.2,489

COND.

UNIT

COND.

UNIT

100

COVERED ENTRY

102

BREAK

101

RECEPT.

112

BUSINESS

113

CORR.

115

OFFICE

114

OFFICE

110

ELEC./

DATA

111

MECH.

107

CORR.

105

CUSTODIAL

106

MEN H.C.

108

WOMEN H.C.

109

MEN H.C.

104

WOMEN H.C.

103

OPEN OFFICE

A

A

A

A

A

A

AAAA B

A A103

A

114

C

114

B110

109

108

111

103

B

104

105

106

101

102

114

A

115

2

1

14

12

13

10

119

4

3 5

8

7

6

16

15

16

15

50x3

4 CONC.

STOOP

50x3

4 CONC.

STOOP

8"

EHD

EHD

REVREV

17

FEC

DOWNSPOUT W/

CONC. SPLASH

BLOCK (TYP.)

TELE/DATA

BACK BD.

ELEC. PNL.

NOTES:

1. INTERIOR STUD WALLS SHALL

BE 2x4 WOOD STUD FRAMING

AT 16" O.C.

2. ALL INTERIOR WALLS SHALL

HAVE SOUND BATTS INSUL.

UNLESS NOTED OTHERWISE

(MATCH STUD THICKNESS).

1

A2

1

A1

A

A2

A

A2

2'-10

"1'-8

"2

'-6

"

7'-0

"

SPACER

SPACER

SPACER

SPACER

B27 B24 B24 B27HCSB36

1 BREAK102

SPACER

W3630

SPACER

2'-10

"1'-8

"2

'-6

"

7'-0

"

B33 B36 B36

W3630W3330

REF

N.I.C.

2 BREAK102

4

4'-0

"

3'-0"

3 WOMEN H.C.104

4 WOMEN H.C.104

3'-0"

2'-10

"

6"

CLEAR

1'-6" FACE OF

WALL

FINISH

GRAB BAR

TYPE-1

NOTE:

FLUSH CONTROLS

TO OPEN SIDE OF

WATER CLOSET5

2'-9

"

PROTECTIVE

ENCLOSURE

TRUEBRO "LAV

SHIELD"

3'-6

"

2'-0"x3'-0"

TILT MIRROR

3'-3

"

LIGHT FIXTURE

(SEE ELECT.)

(7'-6" A.F.F.)

3

SD

2'-4"

3'-6"

2'-10

"

1'-7

"

TPH8"

1'-0"

GRAB BAR

TYPE-2

4

5 WOMEN H.C.104

3'-6"

2'-10

"

1'-7

"

TPH8"

1'-0"

GRAB BAR

TYPE-2

7

NOTE:

FLUSH CONTROLS

TO OPEN SIDE OF

WATER CLOSET

6 MEN H.C.106

2'-10

"

CLEAR

1'-6"FACE OF

WALL

FINISH

GRAB BAR

TYPE-1

3'-0"6"

2'-9

"

PROTECTIVE

ENCLOSURE

TRUEBRO "LAV

SHIELD"

3'-3

"

2'-0"x3'-0"

TILT MIRROR

SD

3'-6

"

LIGHT FIXTURE

(SEE ELECT.)

(7'-6" A.F.F.)

HC HC HC

7 MEN H.C.106

6

8 MEN H.C.106

4'-0

"

1'-10"

EHD EHD

ELECT WATER COOLER UNIT

(INSTALL PER MANUF SPECS

FOR ADA REQUIREMENTS)

9 RECEPTION101

10 RECEPTION101

OPEN TO

BUSINESSSOLID SURFACE

COUNTER TOP

11 RECEPTION101

3'-6"

3'-6"

OPEN TO

BUSINESS

2'-6"

3'-6"

6"8"

SPACER B18

FILE

KNEE

SPACE

HEAVY DUTY

MTL. SUPPORT

BRACKE (TYP.)

12 BUSINESS112

OPEN TO

RECEPTION

3'-6"

6"8"

B18

FILE

KNEE

SPACE

2'-6"

2'-0"

2'-0"

2'-0"

13 BUSINESS112

OPEN TO

RECEPTION

3'-6"

6"8"

2'-0"

4" R. AT

CORNERS4" 4" R. AT

CORNERS4"

B18

FILE

4" R. AT

CORNER

4"

KNEE

SPACE

14 BUSINESS112

15 WOMEN H.C.108 109

REV

3'-6"

2'-10

"

1'-7

"

TPH8"

1'-0"

GRAB BAR

TYPE-2

16

16 WOMEN H.C.108 109

REV

NOTE:

FLUSH CONTROLS

TO OPEN SIDE OF

WATER CLOSET

2'-10

"

CLEAR

1'-6"FACE OF

WALL

FINISH

3'-7"

GRAB BAR

TYPE-1

3'-0"6"

15

2'-9"

PROTECTIVE

ENCLOSURE TRUEBRO

"LAV SHIELD"

3'-3"

2'-0"x3'-0"

TILT MIRROR

SD

3'-6"

LIGHT FIXTURE

(SEE ELECT.)

(7'-6" A.F.F.)

4'-2"

MAX.

SEE PLAN FOR

LOCATIONS

17 FEC

NOTE:

PROVIDE 3" DIA.

GROMMETS (AMOUNT

AND LOCATION

SELECTED BY OWNER)

NOTE:

PROVIDE 3" DIA.

GROMMETS (AMOUNT

AND LOCATION

SELECTED BY OWNER)

2'-0"

12

6

1WALL SECTION3/4"= 1'-0"

30 YEAR ARCHITECTURAL SHINGLES

ON #30 FELT UNDERLAYMENT ON

58" CDX PLYWD. ON PREFAB

TRUSSES AT 2'-0" O.C.

9" BATTS

INSUL.(2) P.T. 2x8 PLATE CONT.

(FOR ANCHORAGE SEE

PLANS BY OTHERS)

PREFIN. MTL.

DRIP

6" PREFIN.

ALUM. GUTTER

MTL. SUPPORT

STRAPS AT 32" O.C.

54"x5

12" FIBER CEMENT

FASCIA BOARD (SMOOTH)

FIBER CEMENT SOFFIT

PANELS (SMOOTH) VENTED

10 MIL VAPOR

BARRIER

INSUL BAFFEL

ELEV.

10'-3"

A.F.F.

CONC. FOOTING

(FOR SIZE AND

REINFORCMENT

SEE PLANS BY

OTHERS)

NOTE:

SEE EXTERIOR

ELEVATIONS FOR

GUTTER

LOCATIONS

FIBER CEMENT PANEL

(PAINTED) W/ 18"x1"

SCREEN MOULD.

(ALIGN W/ PANEL

JOINTS)

P.T. 1x4 TRIM

(PAINTED)

CONC. BEAM (FOR

REINFORCMENT SEE

PLANS BY OTHERS)

4" CONC. SLAB

(FOR

REINFORCMENT

SEE PLANS BY

OTHERS)

FIN. FL.

EASE EDGE

8" CMU COLUMN

(FOR REINF. SEE

PLANS BY OTHERS)

ALTERNATE COURSES

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS


SEAL

161700

5/24/17

DWS

SCM

A1

NEW BUILDING

MASTERS PIT

MAINTENANCE

BUILDING

CLAY COUNTY

FLORIDA

FRONT ELEVATION1/4"= 1'-0"

12

5

8" CMU (PAINTED)

FIBERGLASS

SHINGLES

PREFIN. ALUM. DOWNSPOUT W/

STRAPS AT 36" O.C. MAX. (TYP.)

PREFIN. ALUM.

GUTTER

CONC. SPLASH BLOCK (TYP.)

12

5

LEFT ELEVATION1/4"= 1'-0" RIGHT ELEVATION REVERSED

8" CMU (PAINTED)

FIBERGLASS

SHINGLES

PREFIN. ALUM.

GUTTER

PREFIN. ALUM.

GUTTER

PREFIN. ALUM.

DOWNSPOUT W/

STRAPS AT 36"

O.C. MAX. (TYP.)

CONC. SPLASH

BLOCK (TYP.)

PREFIN. ALUM.

DOWNSPOUT W/

STRAPS AT 36"

O.C. MAX. (TYP.)

CONC. SPLASH

BLOCK (TYP.)

10'-3"

33'-4"

12

5

2'-0" 2'-0"

ABUILDING SECTION1/4"= 1'-0"

PREFAB TRUSSES

(SEE STRUCT. BY

OTHERS)

9'-0"

REAR ELEVATION1/4"= 1'-0"

12

5

PREFIN. ALUM. DOWNSPOUT W/

STRAPS AT 36" O.C. MAX. (TYP.)

CONC. SPLASH BLOCK (TYP.)

FIBERGLASS

SHINGLES

8" CMU (PAINTED)

PREFIN. ALUM.

GUTTER

8'-0" OFF-RIDGE

VENTS (PAINT TO

MATCH ROOFING)

2'-0"

12

6


30 YEAR ARCHITECTURAL SHINGLES

OVER 30 # FELT UNDERLAYMENT

ON 58" CDX PLYWD. ON PREFAB

TRUSSES AT 2'-0" O.C.

58" GYP. BD.

9" BATTS

INSUL.(2) P.T. 2x8 PLATE CONT.

(FOR ANCHORAGE SEE

PLANS BY OTHERS)

PREFIN. MTL.

DRIP

6" PREFIN.

ALUM. GUTTER

MTL. SUPPORT

STRAPS AT 32" O.C.

54"x5

12" FIBER CEMENT

FASCIA BOARD (SMOOTH)

FIBER CEMENT SOFFIT

PANELS (SMOOTH) VENTED

8" CMU (PAINTED)

(FOR REINF. SEE

PLANS BY OTHERS)

4" CONC. SLAB

(FOR

REINFORCMENT

SEE PLANS BY

OTHERS)

10 MIL VAPOR

BARRIER

INSUL BAFFEL

ELEV.

10'-3"

A.F.F.

CONC. FOOTING

(FOR SIZE AND

REINFORCMENT

SEE PLANS BY

OTHERS)

58" GYP. BD.

2x4 STUDS AT

16" O.C.

4" BATTS INSUL.

SCHEDULED BASE

ANCHOR TO SLAB

P.T. 2x4 PLATE

CONT.

LAY-IN ACOUST.

CLG. (SEE

REFLECTED CEILING

PLAN FOR HEIGHT)

NOTE:

SEE EXTERIOR

ELEVATIONS FOR

GUTTER

LOCATIONS

58" GYP. BD.

WOOD STUDS

AT 16" O.C.

(SEE PLANS

FOR SIZES)

ANCHOR TO

SLAB

SCHEDULED

BASE


P.T. 2x6 PLATE

CONT.

58" GYP. BD.

LAY-IN ACOUST.

CLG. (SEE

REFLECTED CEILING

PLAN FOR HEIGHT)

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS


SEAL

161700

5/24/17

DWS

SCM

A2

NEW BUILDING

MASTERS PIT

MAINTENANCE

BUILDING

CLAY COUNTY

FLORIDA

REFLECTED CEILING PLAN1/4"= 1'-0"

102

BREAK

9'-0"

LAY-IN

101

RECEPT.

9'-0"

LAY-IN

112

BUSINESS

9'-0"

LAY-IN

113

CORRIDOR

9'-0"

LAY-IN

115

OFFICE

9'-0"

LAY-IN

114

OFFICE

9'-0"

LAY-IN

110

ELEC./

DATA

9'-0"

LAY-IN

111

MECH.

10'-0"

SMTH. GYP.

105

CUSTODIAL

9'-0"

LAY-IN

106

MEN H.C.

9'-0"

SMTH. GYP.

108

WOMEN H.C.

9'-0"

SMTH. GYP.

109

MEN H.C.

9'-0"

SMTH. GYP.

104

WOMEN H.C.

9'-0"

SMTH. GYP.

103

OPEN

OFFICE

9'-0"

LAY-IN

100

COVERED

ENTRY

VARIES

FIBER-CEMENT

SMTH. GYP.

SOFFIT AT

8'-0" A.F.F.

SMTH. GYP.

SOFFIT AT

8'-0" A.F.F.

FIBER-CEMENT

SOFFIT (TYP.)

SM

TH. G

YP. CLG

.

AT 9

'-0"

A.F

.F.

SM

TH. G

YP. CLG

.

AT 8

'-0"

A.F

.F.

107

CORRIDOR

9'-0"

LAY-IN

2'-0"

2'-0

"

13'-2"

2'-0"

2'-0

"

PREFIN.

ALUM.

GUTTER

PREFIN. ALUM.

GUTTER

DOORNOTES

FRAMESIZENO

DOOR SCHEDULE WINDOW SCHEDULE

NOTESFINISHWALLSBASEFLOOR

FINISH SCHEDULE

1. FOR CEILING MATERIAL AND

HEIGHTS SEE REFLECTED CLG PLAN.

2. FOR DROPPED SOFFIT HEIGHTS AND

FINISHES SEE REFLECTED CLG PLAN.

X101 (2) 30

70

13

4 HM STEEL PAINT 1 STEEL PAINT 1

TYPE 2

CLOSER

WHERE

SPECIFIED

DOOR TYPES

FIN. FL.

7'-4

"

TYPE A

CLOSER

WHERE

SPECIFIED

14" TEMP.

GLASS

INSERTS

TYPE 1 TYPE 3

X102 30

70

13

4 HM STEEL PAINT 2 SC BIRCH PAINT 2

X103A 30

70

13


X103B 50

68

13

8 INT WOOD PAINT 3 BF BIRCH PAINT 4

X104 30

70

13


X105 30

70

13


X106 30

70

13


X108 30

70

13


X109 30

70

13


X110 30

70

13


X111 30

70

13


X114A 30

70

13


X114B 50

68

13

8 INT WOOD PAINT 3 BF BIRCH PAINT 4

X114C 30

70

13


X115 30

70

13


WINDOW TYPES

FIN. FL.

7'-4

"

TYPE B

XA 34

48

A ALUM WHITE INSUL.

XB 34

40

B ALUM WHITE INSUL.

100 COVERED PORCH

101 RECEPTION

102 BREAK

103 OPEN OFFICE

104 WOMEN H.C.

105 CUSTODIAL

106 MEN H.C.

107 CORRIDOR

108 WOMEN H.C.

109 MEN H.C.

110 ELECRICAL/DATA

111 MECHANICAL

112 BUSINESS

113 CORRIDOR

114 OFFICE

115 OFFICE

TYPE 4

CLOSER

WHERE

SPECIFIED

CO

NC

RETE

CERAM

IC T

ILE

CARPET

VET

NO

NE

4"

VIN

YL

CERAM

IC T

ILE

GYP. BD

.

CM

U

PAIN

T

EPO

XY P

AIN

T

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS


SEAL

161700

5/24/17

DWS

SCM

A3

NEW BUILDING

MASTERS PIT

MAINTENANCE

BUILDING

CLAY COUNTY

FLORIDA

ELECTRICAL PLAN1/4"= 1'-0"

MR MR

GFI GFI

REF

MICRO.

CIRCUIT

HAND

DRYER

HAND

DRYER

GFI

WP

WH

TO

TIMER

TO

TIMER

TO

TIMER

AHU

AHU

EWC

100

COVERED ENTRY

102

BREAK

101

RECEPT.

112

BUSINESS

115

OFFICE

114

OFFICE

110

ELEC./

DATA

111

MECH.

105

CUSTODIAL

106

MEN H.C.

108

WOMEN H.C.

109

MEN H.C.

104

WOMEN H.C.

103

OPEN OFFICE

ELECTRICAL WATER COOLER

WATER HEATERWH

EWC

AIR COOLING CONDENSER UNIT

AIR HANDLING UNIT

TELEPHONE BACKBOARD

DISCONNECT SWITCH

SPEAKER OUTLET

EXHAUST FAN

SMOKE DETECTOR

ELECTRICAL PANEL

ACCU

AHU

GFI GROUND FAULT CIRCUIT INTERRUPT RECEPTACLE

MR MOISTURE RESISTANT

MOTOR

ELECTRICAL LEGEND

SURFACE-MTD. OR LAY-IN W/DIFFUSER FLUOR. FIXTURE

TV OUTLET

SWITCHED RECEPTACLE (TOP ONLY)

DATA OUTLET

EMERGENCY BATTERY LIGHT

SPECIAL RECEPTACLE 220

DUPLEX FLOOR OR CEILING RECEPTACLE

DUPLEX WALL RECEPTACLE (18" HT. TO CTR. U.N.O.)

THREE POLE SWITCH

EXPOSED TUBE FLUOR. FIXTURE

SINGLE POLE SWITCH

EXTERIOR FLOODLIGHT FIXTURE

RECESSED CAN LIGHT

INCANDESCENT FIXTURE (CEILING-MOUNTED)

EXIT LIGHT

WEATHERPROOF

TIME SWITCH

THERMOSTAT

CHIMES

WP

DIMMER SWITCH

TWO POLE SWITCH

DIM

T

R

WALL-MOUNTED FIXTURE

DATA/TELEPHONE OUTLET

TELEPHONE OUTLET

NURSE CALL

INTERCOM

ELECTRIC STRIKE

N

IC

ES

DR DOOR RELEASE

N NURSE CALL LIGHT

JUNCTION BOX OR DIRECT CONNECTION

QUAD OR DOUBLE-DUPLEX RECEPTACLE

PILOT SWITCH WITH PILOT LIGHT INDICATOR

TV

J

M

R RECESSED CAN LIGHT W/ EYEBALL

COMBINATION:

EMERGENCY EXIT SIGN/EXIT LIGHT

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS


SEAL

161700

5/24/17

DWS

SCM

A4

NEW BUILDING

MASTERS PIT

MAINTENANCE

BUILDING

CLAY COUNTY

FLORIDA

LIFE SAFETY PLAN1/4"= 1'-0"

100

COVERED ENTRY

102

BREAK101

RECEPT.

112

BUSINESS

113

CORR.

115

OFFICE

114

OFFICE110

ELEC./

DATA

111

MECH.

107

CORR.

105

CUSTODIAL

106

MEN H.C.

108

WOMEN H.C.

109

MEN H.C.

104

WOMEN H.C.

103

OPEN OFFICE

SELF-ILLUMINATED EMERGENCY

EXIT SIGNS AS LOCATED

LIFE SAFETY DESIGN FEATURES

FIRE ALARM PROVIDED

FIRE EXTINGUISHERS AT 75' MAX SPACING

1.

2.

4.

INTERIOR

WOOD STUDS W/ 58" GYP BD

WALL MATERIAL

EXTERIOR

CMU WALLS

FE FIRE EXTINGUISHER

ARROWS REPRESENT CHEVRONS

SHADING REPRESENTS LIT FACE

DISTANCE

LONGEST EXIT

SYMBOL LEGEND

EMERGENCY EXIT SIGN

EMERGENCY LIGHT

COMBINATION:

EMERGENCY EXIT SIGN/EXIT LIGHT

AUTOMATIC WET PIPE FIRE PROTECTION 3.

FE

LONGEST EXIT

DISTANCE 56'

DATE

CHECKED BY

DATE

DRAWN BY

FILENAME

JOB NO.

NO

REVISIONS


SEAL

161700

5/24/17

DWS

SCM

LSP1

NEW BUILDING

MASTERS PIT

MAINTENANCE

BUILDING

CLAY COUNTY

FLORIDA

RUSSEL RD...PROTECTIVE BARRIERS: During construction provide protective enclosure Fencing and Barricades as required to prevent unauthorized persons from having access to site. CONCRETE:

Documents

RUSSEL RD...PROTECTIVE BARRIERS: During construction provide protective enclosure Fencing and Barricades as required to prevent unauthorized persons from having access to site. CONCRETE: