HomeMy WebLinkAboutCOCA_FT.PierceHOSANNA BUILDING CONTRACTORS278 SEMORAN COMMERCE PLACEAPOPKA 32703407.482.8332C1
COCA-COLA
Ft. Pierce
ADA Restroom Renovation
BUILDING CODE REFERENCE FLORIDA BUILDING CODE- 2O17 6th Edition
INFORMATION ON DRAWINGS SECTION 1606.1.7 FBC SECTION 1606
1.BASIC WIND SPEED FLORIDA 170 MPH- 3 SECOND GUST
2.WIND IMPORTANCE FACTOR 11 BUSINESS OCCUPANCY
3.WIND EXPOSURE FLORIDA WIND EXPOSURE B
4.INTERNAL PRESSURE COEFFICIENT BUILDING SIMPLE DIAPHRAGM
MEETING THE 7 SHAPE CRITERIA
5.COMPONENTS & CLADDING INTERNAL PRESSURE COEFFICIENT= 0.18
DESIGN WIND PRESSURE 32 PSF FOR COMPONENTS CLADDING
DESIGN WIND PRESSURE FOR OPENINGS: +29.4 PSF / -34.7 PSF FOR 36"
WIDTH OPENING
STREET ADDRESS 3939 ST LUCIE BLV. FORT PIERCE, FL 34946
PARCEL NUMBER 1432-222-0001-000-9
PARCEL ZONING INDUSTRIAL
JURISDICTION: CITY of FORT PIERCE, ST LUCIE COUNTRY, FLORIDA
PROJECT DESCRIPTION: INTERIOR DEMOLITION of EXISTING, NEW TENANT
IMPROVEMENTS
BUILDING OCCUPANCY GROUP 41 MANUFACTURING
PARCEL DESCRIPTION COCA-COLA PLAT 162-21 B PARCEL A
ADOPTED CODES FLORIDA BUILDING CODE- 2017 6th Edition
CODE INFORMATION
BUILDING: FLORIDA BUILDING CODE- 2017, EXISTING BUILDING
FIRE: FLORIDA PREVENTION CODE- 2017
PLUMBING: FLORIDA BUILDING CODE, PLUMBING- 2017
MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL- 2017
ELECTRICAL: NATIONAL ELECTRIC CODE, 2014
ENERGY : FBC 2017 ENERGY EFFICIENCY FOR BLDG CONSTRUCTION
ACCESSIBILITY : 2017 FLORIDA ACCESSIBILITY CODE FOR BLDG CONSTRUCTION
NORTH
F1 - Recessed Doors and Gates. Maneuvering clearances for forward
approach shall be provided when any obstruction within 18 inches (455 mm)
of the latch side of a doorway projects more than 8 inches (205 mm)
beyond the face of the door, measured perpendicular to the face of the
door or gate. ( 3068 solid core birch door)
F2 - ADA ground and floor surfaces along accessible routes must be stable,
firm and slip-resistant
F3 - One piece plated stainless steel WashBar includes touch-free soap,
water and hand dryer - ADA COMPLY
Specification: Verge with washbar - LVQ-Series ( LVQD1)
F4 -Waterless Urinals shall be the stall-type or the wall-hung type with the
rim 17 inches (430 mm) maximum above the finish floor or ground. Urinals shall
be 13 1/2 inches (345 mm) deep minimum measured from the outer face of
the urinal rim to the back of the fixture.
F5 -The sink high forward reach shall be 48 inches (1220 mm) maximum
where the reach depth is 20 inches (510 mm) maximum. Where the reach depth
exceeds 20 inches (510 mm), the high forward reach shall be 44 inches (1120
mm) maximum and the reach depth shall be 25 inches (635 mm) maximum.
F6 -The water closet shall be positioned with a wall or partition to the rear
and to one side. The centerline of the water closet shall be 16 inches (405
mm) minimum to 18
F7 -The side wall grab bar shall be 42 inches (1065 mm) long minimum,
located 12 inches (305 mm) maximum from the rear wall and extending 54 inches
(1370 mm) minimum from the rear wall.
F8 -Rab Bars. Grab bars for water closets shall comply with 609. Grab bars shall
be provided on the side wall closest to the water closet and on the rear wall.
F9 -Pictograms shall have a field height of 6 inches (150 mm) minimum.
Characters and braille shall not be located in the pictogram field.
F10 -ADA mirror on each sink
F3.1 - One piece plated stainless steel WashBar includes touch-free soap,
water and hand dryer - ADA COMPLY
Specification: Verge with washbar - LVQ-Series ( LVQD2)
E1 -ELECTRICAL OUTLETS FOR THE SINK SYSTEM
FINISH PLAN KEY NOTES
ELECTRICAL PLAN KEY NOTES
EXISTING BUILDING SITE PLAN Gregory D. Gainer, P.E.FL PE 708855387 Alhambra Way SouthSt. Peterburg, FL 33712COCA-COLA FT. PIERCE3939 ST LUCIE BLV. FORT PIERCE, FL 34946DATE:
09/25/2020
SHEET LEGEND
CODES, SCOPE OF WORK, SHEET LEGEND, VICINITY MAP
A1
C1
A2
S1
EXISTING FLOOR PLAN
PROPOSED FLOOR PLAN
ELECTRICAL PLAN
FLOR PLAN
SITE PLAN
E1
S2
(1) This item has been
electronically signed and
sealed by Gregory Gainer,
P.E. using a digital signature
and date. (2) Printed copies
of this document are not
considered signed and sealed
and the signature must be
verified on any electronic
copies.
Digitally signed by
Gregory D. Gainer, P.E.
Reason: Sealed for
Structural Only
Location: Saint
Petersburg, Florida
Date: 2020.09.25
16:46:19 -04'00'
EXISTING
SHOWER
ROOM
CLOSET
UNISEX
RESTROOM
MEN'S
RESTROOM
Gregory D. Gainer, P.E.FL PE 708855387 Alhambra Way SouthSt. Peterburg, FL 33712HOSANNA BUILDING CONTRACTORS278 SEMORAN COMMERCE PLACEAPOPKA 32703407.482.8332A1COCA-COLA FT. PIERCE3939 ST LUCIE BLV. FORT PIERCE, FL 349461/4" = 1'-0"
EXISTING FLOOR PLAN1
DATE:
09/25/2020
CLOSET
E- LIGHTUNISEX
7'-214"F9
F1
NEW DOORE- LIGHT
DRYWALL
PARTITION
F4F7
NEW EXHAUST FAN
FLOOR
DRAIN TO
REPAIR
UNISEX
RESTROOM
E- LIGHT
6'-214"MEN'S
RESTROOM
R-13 BATT INSULATION.
5/8" GYP. BD. TP X TWO SIDES W/ 1
1/2" LONG SELF DRILLING SCREWS @
4" O.C. EDGES AND 12" O.C. FIELD.
JOINT COMPOUND TO BE VINYL,
DRY OR PRE MIXED APPLIED IN
TWO COATS TO JOINTS AND
SCREWS. PAPER TAPE TO BE 2"
WIDE EMBEDDED IN FIRST LAYER
OF COMPOUND OVER ALL JOINTS.
ATTACH BOTTOM TRAC TO SLAB
WITH 'HILTI' OR EQ. 7/32"Ø POWER
DRIVEN ANCHORS @ 16" O.C. ( W/
17/32" EMBED. FASTEN TRAC TO
VERTICAL STUD W/ SHEET METAL
SCREWS @ 24" OC EACH SIDE.
EXISTING CONC. SLAB
18 GA. MTL. STUDS @16" OC MAX
ACOUSTICAL CEILING
TILE
(SEE RCP)
BASE
ROOFING
TOP TRAC JOINED TO GRID WITH #8
PAN HEAD ZIP SCREWS 12' OC
Gregory D. Gainer, P.E.FL PE 708855387 Alhambra Way SouthSt. Peterburg, FL 33712HOSANNA BUILDING CONTRACTORS278 SEMORAN COMMERCE PLACEAPOPKA 32703407.482.8332A2COCA-COLA FT. PIERCE3939 ST LUCIE BLV. FORT PIERCE, FL 349461/4" = 1'-0"
PROPOSED FLOOR PLAN1
DATE:
09/25/2020
1/2" = 1'
NON RATED WALL2
CLOSET
E- LIGHTUNISEX
F9
F1
NEW DOORE- LIGHT
DRYWALL
PARTITION
F7
UNISEX
RESTROOM
LVQD1
LVQD2
E01
E- LIGHT
MEN'S
RESTROOMF4
Gregory D. Gainer, P.E.FL PE 708855387 Alhambra Way SouthSt. Peterburg, FL 33712HOSANNA BUILDING CONTRACTORS278 SEMORAN COMMERCE PLACEAPOPKA 32703407.482.8332E1COCA-COLA FT. PIERCE3939 ST LUCIE BLV. FORT PIERCE, FL 349461/4" = 1'-0"
ELECTRICAL PLAN1
DATE:
09/25/2020