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
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
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
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
1WALL SECTION3/4"= 1'-0"
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
2WALL SECTION3/4"= 1'-0"
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
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
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
4 HM STEEL PAINT 4 STEEL PAINT 3
X103B 50
68
13
8 INT WOOD PAINT 3 BF BIRCH PAINT 4
X104 30
70
13
4 HM STEEL PAINT 2 SC BIRCH PAINT 5
X105 30
70
13
4 HM STEEL PAINT 2 SC BIRCH PAINT 6
X106 30
70
13
4 HM STEEL PAINT 2 SC BIRCH PAINT 5
X108 30
70
13
4 HM STEEL PAINT 2 SC BIRCH PAINT 5
X109 30
70
13
4 HM STEEL PAINT 2 SC BIRCH PAINT 5
X110 30
70
13
4 HM STEEL PAINT 2 SC BIRCH PAINT 6
X111 30
70
13
4 HM STEEL PAINT 2 SC BIRCH PAINT 6
X114A 30
70
13
4 HM STEEL PAINT 2 SC BIRCH PAINT 7
X114B 50
68
13
8 INT WOOD PAINT 3 BF BIRCH PAINT 4
X114C 30
70
13
4 HM STEEL PAINT 4 STEEL PAINT 3
X115 30
70
13
4 HM STEEL PAINT 2 SC BIRCH PAINT 7
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
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
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
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
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
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
LSP1
NEW BUILDING
MASTERS PIT
MAINTENANCE
BUILDING
CLAY COUNTY
FLORIDA