HomeMy WebLinkAboutBuilding PlansTHESE DOCUMENTS HAVE BEEN PREPARED ACCORDING TO THE FOLLOWING REQUIREMENTS—
FLORIDA BUILDING CODE 7th EDITION 2020
OCCUPANCY WAREHOUSE STORAGE
TYPE IIIA CONSTRUCTION ALTERATION LEVEL 2
GENERAL NOTES-
- CONTRACTOR AND SUB CONTRACTORS SHALL VISIT SITE AND VERIFY ALL
CONDITIONS BEFORE PROCEEDING NTH ANY COMMENCEMENT OF WORK OR
ANY MATERIAL ORDERING. NOTIFY THIS ARCHITECT AND ENGINEERS OF ANY
ERRORS, OMISSIONS OR CHANGES BEFORE COMMENCEMENT OF PROJECT.
— CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES BEFORE ANY
EXCAVATION HAS COMMENCED AND TO VERIFY EXISTING SERVICE LINES AND
POSSIBLE HAZARDS,
— COORDINATE ELECTRICAL SERVICE, TELEPHONE, TELEVISION (CABLE), COMPUTER
SYSTEM REQUIREMENTS AND LOCATIONS AND AVAILABILITY WITH SERVICE PROVIDERS.
— BATHROOM, RESTROOM FLOORS, BASE TUB AND SHOWER ENCLOSURES SHALL
BE IMPERVIOUS MATERIAL ( CERAMIC TILE) UNLESS SPECIFIED OTHERWISE.
PROVIDE CERAMIC TILE BASE AND WAINSCOT FINISH Min. 5ft AFF (WALLS)
INTERIOR PARTITIONS (NON —BEARING) SHALL BE 1/2" GYPSUM WALLBOARD ON
EACH SIDE OF 2"x 4" WOOD STUDS or 25 go METAL"C" SHAPED STUDS
SPACED 24" ON CENTER, UNLESS OTHERWISE SPECIFIED..
— ALL WOOD IN CONTACT WITH CONCRETE SHALL BE TREATED OR OTHERWISE
PROTECTED WITH TYPE: 30 FELT MEMBRANE BARRIER.
— WOOD GRADE FOR STUDS AND TOP PLATES SHALL BE SOUTHERN PINE — STANDARD
GRADE. BASE PLATES SHALL BE No. 2 SOUTHERN PINE TREATED SURFACE DRY
USED AT MAX. 19% MOISTURE CONTENT.
— STRUCTURAL GRADE LUMBER SHALL BE MIN. Fb = 1,200 PSI UNLESS OTHERWISE SPECIFIED.
— NAILS FOR —
STUD TO STUD PLATE — (2) 16d
STUD TO SOLE PLATE / TOE NAIL- (2) 8d
DOUBLE TOP PLATE— (2) ted NAIL 0 12"o.c.
— TOP PLATES IN BEARING WALLS SHALL BE DOUBLED AND LAPPED AT INTERSECTION
OF WALLS AND PARTITIONS.
JOINTS SHALL BE LAPPED NOT LESS THAN (4) FEET
— CORNER OF STUD WALLS SHALL BE FRAMED SOLID BY NOT LESS THAN 3 STUDS WITH
16d NAILS 0 12" o.c.. CORNER STUD SECURED TO (3). MEMBER STUDS 2 16d NAILS 0 6"o.c..
—TOP PLATES IN NON —BEARING PARTITIONS SHALL BE SINGLE
— SOLE PLATES IN NON —BEARING PARTITIONS SECURE TO CONCRETE SLAB WITH
TAPCON FASTENER 1/4"x 1-1/2" EMBED or
HILTI POWDER ACTUATED FASTENER PIN DN 72 P08 x 0.145 SHANK Diu.
SPACE FASTENERS AT 32"o.c..
— CEILING FURRING STRIPS SHALL BE SOUTHERN .PINE 1"x 3" WOOD SECURED TO WOOD
JOISTS, TRUSSES SPACED 16"o.c. WITH (2) 8d NAILS COMMON.
— WALL FURRING AND CONTINOUS FIRE STOP FOR CONCRETE, MASONRY WALLS SHALL BE
1"x 2" TREATED PINE SPACED 24"o.c. HORIZONTAL AND MAX. 8ft HIGH VERTICAL
PROVIDE FIRE STOP ABOVE 8ft.
SECURE TO CONCRETE WITH CUT NAILS OR "T' NAILS SPACED 0 16"o.c.
— WHERE VERTICAL PIPES POSITIONS NECESSITATE THE CUTTING OF PLATES, A METAL TIE
1"x 1/8' SHALL BE PLACED EACH SIDE OF WOOD PLATE ACROSS THE OPENING 6" PAST
AND NAILED WITH (2) 16d ad 8d COMMON NAILS AT EACH END.
— HEADERS OR LINTELS OVER STUD WALL OPENINGS SHALL BEAR NOT LESS THAN (3) 2x
JACK STUDS or HANGER SECURED TO NOT LESS THAN (3) KING STUDS.
— WALLBOARD SHALL BE ASTM C36-85 REGULAR 1/2" / ASTM C36-85 TYPE "X" FIRE RATED /
ASTM C117 (MOISTURE RESIISTANT) UNLESS SPECIFIED OTHERWISE
— JOINT TREATMENT SHALL BE COMPOUND AND TAPE (READY MIX) ASTM C475-88
CORNER BEAD ASTM C1047-85
PANEL ADHESIVE SHALL BE STA—STUCK SS-200, ASTM C-557-73
— PROVIDE MIN. 1/2" AIR GAP BETWEEN FLOOR AND WALLBOARD BOTTOM
— ATTACHMENTS FOR WALLBOARD TO SUPPORTS SHALL BE —
METAL STUDS— TYPE W 1-1/4' DRYWALL SCREWS SPACED 0 12"o.c.
WOOD STUDS & FURRING— NAILS GWB-54 ANNUAL RING 1/4" HEAD, .098 Dio SHANK
ATTACHMENT SPACING J CEILING— 7' o.c. / WALLS— 8" o.c.
SCREW STUD TRACK— .0179" BASE STEEL x 3-5/8" MADE
STUDS— "C" SHAPED SCREW STUDS, ASTM C645 x .0179" BASE STEEL
SCREWS— TYPES-12 LOW PROFILE (2) SCREWS PER ATTACHMENT (METAL to METAL)
HILT] SHOT THROUGH BASE TRACK TO CONCRETE— PIN DN 19 POB x .145" Dia. SHANK
CEILING METAL TRACK TO. WOOD FURRING—. TYPE —W SCREW x 1-1/4" SPACED.0 24"o.c.
METAL FURRING— ASTM C645 / 7/8" x .179" BASE STEEL
ROOM FINISH SCHEDULE
AREA
FLOOR
BASE
WALLS
CEILING
CEILING
HEIGHT
REMARKS
RESTROOMS
TILE
.TILE
PAINT *
PAINT *
8'-0"
WAINSCOT 5ft
HIGH AFF TILE
STORAGE
CONCRETE
L
PAINT
PAINT
8'-0.
VESTIBULE
CONCRETE
TILE
8'-0"
NOTES —
ALL DOORS SHALL BE PAINTED WITH SEMI —GLOSS ENAMEL
**EGG SHELL LATEX PAINT
O SCHEDULE / DOOR
MARK
SIZE
TYPE
DOOR
MATERIAL
FRAME
THRESHOLD
REMARKS
A
3'-O' x 7'-0
FLUSH
HOLLOW
WOOD
NONE
LEVER HANDLES
METAL
SELF CLOSER
B
S-O" x 7'-0
FLUSH
HOLLOW
WOOD
NONE
LEVER HANDLES
METAL
NOTE-.
UNLESS OTHERWISE INDICATED ALL DOORS AND FRAMES SHALL BE PAINT GRADE AND FINISHED WITH APPROPRIATE TYPE PANT
FOR INTERIOR AND EXTERIOR APPLICATION- ENAMEL PAINT
PAINT COLORS SHALL BE OWNER SELECTED
DOOR HARDWARE SHALL BE OWNER SELECTED
FASTENERS
to TOP PLATE
3/4"PLYWOOD SHEATHING
SIMJOIST
N STRONG
2x6 WOOD JOISTS
SPACED 24" O.C. x.
N
(4) 8d x 1-1/2" NAILS
(4) 8d
.
EACH LEG
EXTERIOR WALL
H3
24 WOOD JOISTS
H3
2
"X"
1J2" TYPE
GYPSUM WALLBOARD
9
2-2x4 WOOD TOP PLATE
DRYWALL CEILING
2x4 WOOD STUDS
ON FURRING SPACED AT 16" O.C.
SPACED AT 16" O.C.
PROVIDE
1/2" SPACE BETWEEN
DRYWALL AND SLAB
Typical
2x4 WOOD STUDS
SPACED AT 16" O.C.
oQ'
F4'
\OQ-OJci'
,hQ'10
2x4 4ft ABOVE SLAB
2�Q4-
to
JO FLOORS, BASE and WAINSCOT 5ft HIGH
BE. MPERVIOUS MATERIAL— TILE 111
BASE 24 W00 TREATED BASE PLATE
J3 1" EMBED TAPCON SCREW
SPACED ON CENTER
CONCRETE SLAB U d I
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CONCRETE SLAB `..• Grade
FOUNDATION a . •' < . '..
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SECTION S-1
INTERIOR PARTITION
AREA of WORK
EXISTING ELECTRIC
SERVICE
METER/ DISC
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—
— — — — — — — — — JB
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EXISTING ELECTRIC
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EXISTING RESTROOM
L�-�=J1
AREA of WORK
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Warehouse
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AREA of WORK Sink
7 — — — — — — — — — — — — — — — — — — — — — — — — 7 NEW we
SCOPE OF WORK ALTERATION LEVEL 2 INTERIOR _
1
PARTITIONS
- INTERIOR DRYWALL PARTITIONS ENCLOSURES forI
RESTROOM
RESTROOMS, VESTIBULE and STORAGE AREA
1 -INTERIOR DOORS and FINISHES
Lav
-ELECTRIC, PLUMBING and EXHAUST FANS I
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STORAGE
Existing
Office
— — — — — — — — — —
---- ----- EXIT I EXIT
EXISTING
METAL BUILDING,
EXTERIOR WALL
62'-4"
Existina
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METAL 6
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RECEIVED
FEB 2 3 202f
REVIEWED FOIE Permitting Department
CODE COMPLIANCE St. LUcle Counirf
ST. LUCIE COUNTY
SOCC
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PROJECT No.
Sc 3/16"= 1'-0"
S H E E T
A-1
of 2
ELECTRIC NOTES.
ALL ELECTRIC WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL
ELECTRIC CODE.
— MOUNT ALL SWITCHES 42" A.F.F. ANDALL RECEPTACLES 18" A.F.F.
MOUNT WALL HUNG FIXTURES NOT LOWER THAN 80" A.F.E. TO BOTTOM OF FIXTURE.
— OWNER / CONTRACTOR SHALL SELECT LIGHT FIXTURES TYPE AND SUBMIT TO
ARCHITECT FOR APPROVAL FOR LOCATION USAGE.
— ALL EXTERIOR RECEPTACLES ( WEATHER PROOF) FOR GENERAL PURPOSE AND
BATHROOM / RESTROOM SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER.
— SMOKE DETECTORS SHALL BE 110 Volt WITH BATTERY BACK UP TYPE, INTERCONNECTED
HARDWIRED TO NON SWITCHABLE INDIVIDUAL CIRCUIT. LOCATE ON OR NEAR CEILING
IN THE IMMEDIATE VICINITY OUTSIDE AND INSIDE BEDROOMS AT DOORWAY AND AT
STAIRWAY LANDINGS. LOCATE NO CLOSER THAN 3 Feet TO A/C DIFFUSER GRILL.
— THE ELECTRICAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CHANGES TO
EQUIPMENT LOADS DIFFERENT THAN SCHEDULE PANEL LOADS.
— GROUNDING ELECTRODES SHALL BE COPPER THW IN ON CONTINOUS LENGTH OR SPLICES
IN BUSBARS SHALL BE PERMITTED AND SHALL BE ENCLOSED IN CONDUIT ENCLOSURE
SECURELY FASTENED TO THE SURFACE ON WHICH IT IS CARRIED TO EXPOSED CONNECTIONS
FOR GROUNDING. METHODS FOR SECURING GROUND SHALL. BE PERMANENT. PROVIDE
GROUNDING ELECTRODES FROM ALL SERVICE EQUIPMENT ORSEPERATLEY DERIVED
SYSTEM TO WATER PIPE OR STRUCTURAL METAL BUILDING MEMBER AND FROM THAT POINT
TO ONE OF THE ELECTRODES SHOWN FOR GROUNDING.
— BONDING SHALL BE PROVIDED WHERE NECESSARY TO ASSURE ELECTRICAL CONTINUITY
AND THE CAPACITY TO CONDUCT SAFELY ANF FAULT CURRENT LIKELY TO BE IMPOSED.
.ALL NON —CURRENT CARRYING METAL PARTS OF SERVICE EQUIPMENT SHALL BE EFFECTIVELY
BONDED TOGETHER.
AN ACCESSIBLE MEANS EXTERNAL TO ENCLOSURES FOR CONNECTING INTER —SYSTEM BONDING
AND GROUNDING CONDUCTORS SHALL BE PROVIDED AT THE SERVICE BY EITHER EXPOSED
METALLIC SERVICE RACEWAYS, EXPOSED GROUNDING ELECTRODES CONDUCTOR OR
APPROVED MEANS FOR THE EXTERNAL CONNECTION OF A BONDING, OR GROUNDING CONDUCTOR
TO THE SERVICE RACEWAY OR. EQUIPMENT.
METHODS OF BONDING SHALL BE BY SCREWS, CLIPS, THREADED COUPLING AND CONNECTORS,
BONDING JUMPERS OR OTHER DEVICES SUCH AS BONDING TYPE LOCKNUTS
AND BUSHINGS.
— TESTING— ALL WIRING SHALL BE FREE FROM SHORT CIRCUITS AND GROUNDS AND SHALL BE
TESTED FOR THESE DEFECTS PRIOR TO BEING CONNECTED TO THE CIRCUITS.
— GROUNDING CONDUCTOR MATERIAL TYPE AND SIZE AS PER PANEL SCHEDULE AND RISER.
PROTECTION OF CONDUCTORS SHALL BE BY CONDUIT, BOXES AND COVERS STUD PLATES AND SLEEVES,
RACEWAY ETC.TO INSURE ADEQUATE PROTECTION OF CONDUCTORS AGAINST DAMAGE.
— SEPARATE GROUNDING SYSTEM SHALL BE INSTALLED AND PROPERLY BONDED AS PER CODE
AND USAGE REQUIREMENTS.
— ROMEX TYPE WIRING ( 2CONDUCTOR WITH. GROUND) COPPER MAY BE USED FOR LOCATIONS
IN PLACE OF CONDUIT, ( UNLESS OTHERWISE SPECIFIED )
" ARC —FAULT CIRCUIT INTERRUPTER) BREAKERS, N.E.C. Art 210-12
PROVIDE ALL 120—VOLTS, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING
OUTLETS INSTALLED IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES,
DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS
OR AREAS SPECIFIED IN N.E.C. 2008 ARTICLE 210.12 TO BE PROTECTED BY A LISTED
ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF
THE BRANCH CIRCUIT. TO COMPLY WITH ARTICLE N.E.C. 2008 ARTICLE 406.11 PROVIDE ALL RECEPTACLE OUTLETS, 125— VOLTS,
15 AND 20 AMPERE INSTALLED IN DWELLING UNITS AREAS SPECIFIED IN N.E.C. 2008 ARTICLE
210.52 TO BE LISTED TAMPER RESISTANT RECEPTACLES.
PROVIDE CARBON MONOXIDE TYPE SMOKE DETECTOR WITHIN 10 Feet OF THE BEDROOM AREA. F.B.C. 907.2.10
ELECTRIC LEGEND
RECEPTACLE 110 Volt SINGLE
DUPLEX
FOUR PLEX
® RECEPTACLE 240 Volt SINGLE
AFCI ARC FAULT CIRCUIT INTERRUPTER
GFCI GROUND FAULT CIRCUIT INTERRUPTER
WP WEATHER PROOF
JUNCTION BOX
d JUNCTION BOX FUSED
(Yl LIGHT FIXTURE WALL MOUNT (wri
CEILING MOUNT (cm)
RECESSED SPOT HIGH HAT (hh)
RECESSED SPOT HIGH HAT LOW VOLTAGE (Iv)
v} SWITCH SINGLE
THREE WAY
ELECTRICAL PANEL (x)
ELECTRICAL( ETER /DISCONNECT
of EXHAUST FAN CEILING BROAN MODEL 679.
70 CFM (INTERMITTENTLY)
4" Dia. METAL EXH. DUCT to EXTERIOR
24 go
C-1 CIRCUIT NUMBER
Q� EMERGENCY LIGHT LED WALL MOUNT 80" AFF
EL—RW, 120v, 3w
0-0
(x) F—EX—ITJ EXISTING. (x)
AREA of WORK
PROVIDE FOR THE FOLLOWING NEW CIRCUITS ON EXISTING PANEL "B" 200A
C-1 LIGHTING 3 # 12 in 1/2"m-20A CB'
C-2 RECEPTACLES GFCI 3 # 12 in 1/2"EP-20A CB
„
EXISTINGELECTRIC
SERVICE
METER/ DISC
M M
0 0
EXIT
JB
PANEL "A"
PANEL '' B"
EXISTING ELECTRIC
AREA of WORK
I—
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GFCI ,� C-1
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C-,3E�ENL�U`ATS 3 # 12 in 1 2 QP-20A CB
Q�
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GFCI
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Cm,
St.
C-1 ,
Existing
Office
7,-8„
PLUMBING NOTES— Grab bar
PLUMBING CONTRACTOR, SHALL VERIFY SEPTIC TANK, SEWER AND WATER SERVICE LINES
AND ELEVATIONS TO INSURE PROPER FLOW AND ADEQUATE REQUIREMENTS FOR THE
DRYWALL
INTENDED PROJECT. NOTIFY THIS ARCHITECT OF ANY CHANGES TO FLOOR ELEVATIONS I30"X 48"
PRIOR TO COMMENCEMENT OF WORK OR MATERIAL ORDERING. Access GRAEBAR S,S.
ALL WASTE WATER PIPING UNDER THE SLAB SHALL BE SCH 40 PVC WITH A MINIMUM -1/2"BAR
SLOPE OF 1/8"/ FT AND BE PROPERLY SUPPORTED IN CLEAN SAND FILL. I-)/42" ,I
ALL SANITARY AND DOMESTIC WATER PIPING SHALL BE PROPERLY SUPPORTED ON TOILET RM. o
WALLS AND CEILINGS.
- THE PLUMBER' SHALL INSTALL ALL FIXTURES WITH REQUIRED CLEARANCES 00
— ALL DOMESTIC WATER LINES SHALL BE INSULATED Door
— ALL PLUMBING FIXTURES SHALL HAVE INDIVIDUAL SHUT—OFF VALVES WITH BACK FLOW Mirr
PREVENTORS, DOMESTIC HOT AND COLD WATER LINES. yF I Lav
— ALL DOMESTIC WATER LINES SHALL BE COPPER, TYPE "L" FOR BELOW GRADE AND
TYPE "M" FOR ABOVE GRADE INSTALLATION. LINES IN AND BELOW SLAB SHALL HAVE
MINIMUM 1/32" PLASTIC SLEEVE. HOT WATER LINES SHALL BE INSULATED,
— PLUMBING CONTRACTOR SHALL VERIFY ALL EQUIPMENT AND FIXTURE LOCATIONS, HEIGHTS
AND INSTALL AS PER MANUFACTURER SPECIFICATIONS. RESTROOM PLAN
PROVIDE ALL NECESSARY BACKING IN PARTITIONS WALLS FOR INSTALLATION.
— FIXTURE AND HARDWARE TYPE SHALL BE OWNER / CONTRACTOR SELECTED UNLESS UNISEX
OTHERWISE INDICATED.
— TOILETS SHALL BE WATER SAVING TYPE, 1.6 GPF
— SHOWER HEADS SHALL BE 2.5 GPM ® 60 PSIG FLOWING PRESSURE
— LAVATORY SHALL BE 2.0 GPM ® 60 PSIG FLOWING PRESSURE I(VTR
— WATER FIXTURE SUPPLY LINE = 3/4" / FIXTURES = 1/2" ( UNLESS OTHERWISE SPECIFIED) 3"
CONNECT WATER LINES FOR NEW FIXTURES TO
EXISTING DOMESTIC WATER LINES IN BUILDING
— TUB AND SHOWER VALVES SHALL HAVE IN —LINE STOPS AND SHOWERS SHALL HAVE
ANTI —SCALD VALVE OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING TYPE.
— HORIZONTAL PIPING— PVC SUPPORTS NOT GREATER THAN 4 Feet APART
— COPPER PIPING SUPPORTED AT 8 Feet INTERVALS CONNECT TO
— EXTEND ROOF VENT MINIMUM 6" ABOVE FINISH ROOF AND PROPERLY FLASH WITH EXISTING SANITARY LINE
INTEGRAL PART OF ROOFING SYSTEM. � 3"
1-1/2' TO DRAINFIELD
RESTROOM FLOORS, BASE and WAINSCOT 5ft HIGH LAV �—I
SHALL BE IMPERVIOUS MATERIAL -TILE 1-1/2" CO3^
SINK CO 3„
TABLE 704.1 FBC 1-1/ "
WC WC LAV 2
SLOPE of HORIZONTAL DRAINAGE
PIPE
SIZE
Inches
MINIMUM SLOPE Inch per foot
2-1 2
or Less
1 4
3to6
1 8
8 or Larger
1/16
FIXTURE TYPE
FIXTURE UNITS TRAP SIZE
WATER CLOSET
M 3
LAVATORY
1
SINK
2
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CERAMIC TILE
WAINSCOT 5 ft MIGH
COVE EASE
REvIEWED FUR
CODE COMPLIANCE
BOCC
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S H E E T
A — 2
of: 2.