ATTACHMENT “A-1” PLANS
ATTACHMENT “A-1”
PLANS
OPENOFFICE
OFFICE125
STORAGE127
STORAGE128
OFFICE126
OFFICE130
OFFICE129
LUNCH RM131
LOB
BY
CO
RR
IDO
RSTORAGE
146
LAB145
LAB144
STORAGE147
OFFICE142
TEST LAB139
MULTI PURPOSE LAB133
STORAGE134
LAB135
LAB136
LAB137
LAB138
LOBBY01
RECEPTION103
TRAINING104
STORAGE121
STORAGE113
OFFICE123
OFFICE122
OFFICE111
OFFICE112
OFFICE107
OFFICE106
OFFICE108
OFFICE105
SHOWER117
WOMENS
MENS
JAN.
SHEET TITLE :
PROJECT TITLE :
COMMISSION # :
REVISIONS :
FILE NAME :
REV # DATE DESCRIPTION
OFFICE INFORMATIONDRAWN BY :
CHECKED BY :
ISSUE DATE :
RSL
12/12/2013
1347
FDOT - MATERIALS LABSHOWER RENOVATION14200 W STATE ROAD 84, DAVIE
ID#: 5040 03 01 0150 MILAGE: 2412 USE: 87
-
- -
CONSULTANTS :
475 N.E. Stillwater CovePort Saint Lucie, Fl.
34983
ROBERT S. LEWIS REG # : AR91402
PH : 1.772.408.6963FAX : 1.772.408.6658
EMAIL: [email protected]
12 -
12 -
2013
INIT
IAL
PLA
NFO
R R
EVIE
WPR
IOR
TO
PUB
LIC
ATI
ON
ARCHITECTURE
DA
TE:
A0.1
TITLE PAGE
-
RSL
C:\PROJ\1200\1201
OWNER:
FLORIDA DEPARTMENT OF TRANSPORTATION
MATERIALS LAB DISTRICT 4
ADDRESS:
14200 WEST STATE ROAD 84
DAVIE, FL. 33325-5300
PROPERTY
INFORMATION:
MAILING ADDRESS: 3400 W COMMERCIAL BLVD. FT.
LAUDERDALE, FL 33309.
ID: 5040 03 01 0150
USE: 87
CONSTRUCTION TYPE
TYPE I: BUILDING ELEMENTS ARE NON COMBUSTIBLE
TYPE II: EXTERIOR WALLS NON COMBUSTIBLE | INTERIOR - ANY
TYPE III: EXTERIOR WALLS NON COMBUSTIBLE | INTERIOR - ANY
TYPE IV: HEAVY TIMBER
TYPE V: EXTERIOR & INTERIOR ANY MATERIAL PERMITTED BY CODE
A-PROTECTED B-UNPROTECTED SPRINKLED UNSPRINKLED
CHAPT. 6
SCOPE:
THIS IS AN EXISTING BUILDING.
THE CURRENT SHOWER IS ACCESSIBLE ONLY THROUGH THE MENS REST ROOM.
ACCESS TO THE SHOWER ROOM IS BEING RELOCATED, THE SHOWER ROOM IS
BEING REMODELED, A NEW ACCESSIBLE RESTROOM IS BEING ADDED TO THE
MENS ROOM.
MECHANICAL - RELOCATION OF EXISTING SUPPLY AND EXHAUST FANS
PLUMBING - RELOCATION OF FIXTURES
ELECTRIC - RELOCATION OF LIGHTING
BUILDING / PROJECT DATA
BUILDING AREA: EXISTING
PROJECT AREA:
TOTAL AFTER CONSTRUCTION:
19, 218 SF
230 SF
NO CHANGE TO BUILDING AREA
REQUIRED NUMBER OF EXITS
OCCUPANCY SEPARATION
TABLE 508.4, 709.1, LS. TABLE 6.1.14.4.1
OCCUPANT LOAD
2 FROM ALL AREAS
2 HR
194 PEOPLE
FIRE RATING REQUIREMENTS
PRIMARY STRUCTURAL FRAME
BEARING WALLS: EXTERIOR:
INTERIOR:
NONBEARING WALLS
& PARTITIONS EXTERIOR:
INTERIOR:
FLOOR CONSTRUCTION:
& SECONDARY MEMBERS
ROOF CONSTRUCTION:
& SECONDARY MEMBERS
FINISHES
INTERIOR WALL/ CEILING
FLOOR
EXIT ACCESS
EXITS
OTHER SPACES
FBC 601, FBC 803.9,
L.S. 10.2.2
1
1
1
0
0
1
1
A,B, OR C
I OR II
A,B, OR C
A OR B
A,B, OR C
OCCUPANCY CALCULATION
PROJECT/BUILDING AREA
SQ/FT :OCCUPANT
GROSS U.N.O.
BUSINESS 100
INDUSTRIAL 100
TOTAL OCCUPANTS
19218 SQ/FT
11,008 SQ/FT 111
8, 210 SQ/FT 82.1
194 PEOPLE
LS 7.3.1.2
FBC 1004.1.1
FIXTURE CALCULATIONFBC -P 403.1
TOILET CALCULATIONS ARE BASED ON THE FLOOR AREA OF THIS PROJECT
PL: 403.3 THE OCCUPANT LOAD SHALL BE COMPOSED 50 PERCENT OF EACH SEX.
OCCUPANTS FEMALE: 97 MALE:97
CLASSIFICATION: INDUSTRIAL
MALESFEMALES
REQUIRED PROVIDED
FEMALES MALES
LAVATORIES: 1:40-80 1:80-BALANCE
WATER CLOSETS: 1:100
URINALS:
DRINKING FOUNTAINS: 1:100
HAND WASH:
MOP SINK:
SHOWER:
SHEET INDEX
A0.1 - TITLE PAGE
A2.0 - DEMOLITION PLANS, FLOOR PLAN & REFLECTED CEILING PLAN
A4.0 - ENLARGED RESTROOM PLAN, & MOUNTING HEIGHT REQUIREMENTS
M-1 HVAC GENERAL NOTES, SYMBOLS & SCHEDULES
M-2 MECHANICAL HVAC PLAN
M-3 MECHANICAL HVAC DETAILS
P-1 PLUMBING LEGEND, NOTES, SCHEDULES & DETAILS
P-2 PLUMBING PLAN
P-3 PLUMBING WASTE-VENT & WATER RISER
E-1 ELECTRICAL LEGEND, SPECIFICATIONS & ABBREVIATIONS
E-2 ELECT. POWER/LIGHTING SYSTEMS DEMO/NEW WORK PLAN
GN1 - GENERAL NOTES
GN2 - GENERAL NOTES
GN3 - GENERAL NOTES
GN4 - GENERAL NOTES
C1 - COMMENTS & RESPONSES
CURRENT CODES
1
A0.1
SCALE: APROX 1" = 100'
AERIAL
BUILDING 2010 FLORIDA BUILDING CODE
RESIDENTIAL 2010 FLORIDA RESIDENTIAL CODE
EXISTING 2010 FLORIDA EXISTING BUILDING CODE
ACCESSIBILITY 2010 FLORIDA ACCESSIBILITY CODE
ENERGY 2010 FLORIDA ENERGY CONSERVATION CODE
PLUMBING 2010 FLORIDA PLUMBING CODE
MECHANICAL 2010 FLORIDA MECHANICAL CODE
FUEL GAS 2010 FLORIDA FUEL GAS CODE
ELECTRICAL 2008 NATIONAL ELECTRIC CODE
FIRE 2010 FLORIDA FIRE PREVENTION CODE
2009 NFPA 101 LIFE SAFETY CODE
STRUCTURAL ASCE STANDARD 7-10
FIRE ALARM FIRE ALARM AND SIGNALING CODE NFPA 72 - 2010
BUILDING CLASSIFICATION:
A1 - FIXED SEATING
A2 - FOOD AND/OR DRINKS
A3 - WORSHIP, RECREATION
A4 - INDOOR SPORTS
A5 - STADIUMS BLEACHERS
B - BUSINESS
E - EDUCATIONAL
F1 - FACTORY (MODERATE HAZARD)
F2 - FACTORY ( LOW HAZARD)
F3 - FACTORY ( SPECIAL PURPOSE
H - HIGH HAZARD
NEW STRUCTURE/ OCCUPANCY
I1 - INSTITUTIONAL HOUSING 16+
I2 - INSTITUTIONAL MEDICAL CARE
I3 - INSTITUTIONAL JAILS
M - MERCANTILE
R1 - RESIDENTIAL ( TRANSIENT )
R2 - RESIDENTIAL ( 2+ DWELLINGS)
R3 - RESIDENTIAL ( PERMANENT )
R4 - RESIDENTIAL CARE >16 PERSONS
S1 - STORAGE ( MODERATE HAZARD )
S2 - STORAGE ( LOW HAZARD )
U - UTILITY / MISCELLANEOUS
D - DAYCARE
EXISTING STRUCTURE/ OCCUPANCY
CHAPT. 3
2
A0.1
SCALE: 1" = 10'-0"
KEY PLAN
LOCATION OF WORK ENTRANCE
1
A2.0
2
A2.0
3
A2.0
D:\B
uild
in
gId
eas\1300\1347-FD
OT-FP
E\05-SD
\X
-b
ase.d
wg
, 12/12/2013 8:38:00 A
M, R
ob
ert S. Lew
is P
.A
. A
R91402, 475 N
E StillW
ater C
v. P
ort St. Lu
cie. , 561 441 8126, w
ww
.b
iarch
.co
m
ITB-DOT-14/15-4013TB "ATTACHMENT "A-1" - PLANS
STORAGE
SHOWER117
WOMENS
MENS
JAN.
29'-5"
7'-0"22'-0"
12
'-2
"
6'-1
1"
4'-10
"
20
'-5
"
4'-10
"5
"1
5'-2
"
12
'-3
"2
'-1
1"
7'-0"
5'-10"16'-5"
3'-4
"1
'-0
"
WOMENS
MENS
JAN.
3'-0"x7'-0"
HOLLOW CORE
METAL
1"2'-10 1/2"
EQ.
5'-8
"
7'-9
"7
"6
'-1
0"
7'-0"
PROVIDE PIPE WRAP AT
EXISTING SINKS
PROVIDE PIPE WRAP AT
EXISTING SINKS
2'-10 1/2"
EQ.
5'-0
"5
"1
'-5
"
5"2'-1"
WOMENS
MENS
JAN.
EX EX
EX EX
CEILINGS
@ 9'-0" A.F.F.
(1) FIRE
SPRINKLER TO
BE
RELOCATED.
(1) FIRE
SPRINKLER TO
BE ADDED.
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
NEW
CONSTRUCTION#
TYPES
RATING
FIRE
NE
W W
ALLS
A
ATTACHED TO STEEL STUDS AND FLOOR AND CEILING WITH1" LONG, TYPE S SELF-TAPPING STEEL SCREWS SPACED 8" O.C.ALONG EDGES OF BOARD AND 12" O.C. IN THE FIELD OF THEBOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ONOPPOSITE SIDES OF THE ASSEMBLY.18 GA FULL HEIGHT WALLS, 20 GA PARTIAL HEIGHT WALLS
NR
WITHIN NON RATED WALLS 12" GYPSUM IS AN APPROVEDSUBSITUTE.NOTE: NON RATED WALLS WITHIN EXISTING FACILITIES MAYNOT EXTEND THE FULL HEIGHT TO THE DECK ABOVE. MATCHEXISTING WALL CONDITIONS.
B
1/2" MOISTURE RESISTANT IN ALL WET AREAS
1/2" GYPSUM EACH SIDE - (2) LAYERS
2" X 4" METAL STUDS AT 16" C/C
EXISTING - NON-BEARING
NOTE:
1/2" MOISTURE RESISTANT BOARD TO BE USED IN LIEU OF
5
8
" GYPSUM BOARD ON THE INTERIOR OF ALL BATHROOM WALLS.
1/2" CEMENTICIOUS BOARD USED WHEN EXPOSED DIRECTLY TO WATER
IMPERVIOUS SURFACES TO BE USED IN RESTROOM TO 5'-0" A.F.F. - CONFIRM WITH OWNER VINYL WAINSCOT TO 5'-0" A.F.F.
PANIC HARDWARE TO BE USED ON ALL EGRESS DOORS
SEE A2.0 FOR EXISTING WALL TYPES. SEE A2.0 FOR NEW WALL TYPES
SHOWER FINISHES MATCH EXISTING. THE FOLLOWING FINISHES ARE PROVIDED FOR REFERENCE.
FLOOR CERAMIC TILE 6X6 FLOOR DAL-TILE: 'NATURAL HUES #11, BLUSH
BASE CERAMIC TILE 4X4 WALL DAL-TILE: 'NATURAL HUES #11, BLUSH. USE COVE BASE STRAIGHT TOP 3-1/2"x3-3/4" (Q3446) & SURFACE BULLNOSE RUNNERS 3-3/4" x 3-3/4" (Q1445).
WALLS CERAMIC TILE 4X4 DAL-TILE: 'NATURAL HUES' 11, ALMOND , 6'-0" A.F.F. IN SHOWER. 5'-0" AF.F. IN ELSEWHERE. PAINT ABOVE TILE - SHERWIN WILLIAMS #SSW1074 (INTERIOR
GLOSS) ORSTRICH FEATHERS.
PLASTER CEILING PAINT- SHERWIN WILLIAMS #SSW1074 (INTERIOR GLOSS) ORSTRICH FEATHERS.
@ 48" C/C MAX.
MTL. STUD LATERAL BRACING
EXISTING ROOF STRUCTURE
'HILTI' PINS @ 24" O.C.
BOTTOM MTL RUNNER
CONCRETE SLAB
STRUCTUREFLOOR
WET AREAS.
ATTACHED TO
8'-0" UP.FIRE-STOP @
MR BOARD IN(BOTH SIDES)
ROOF TRUSSESUNDERSIDE OFATTACHED TO TOP MTL RUNNER
5/8" G.W.B.
PARTITIONMETAL STUD
FLOOR
SEE NOTES FOR BASEAND WALL FINISH
PARTITIONMETAL STUD
NOTE :
REMARKS
EXISTING
SELF CLOSING 4" BALL
BEARING HINGES
NOTE:EXISTING WALLS ARE NOTED AND LISTED FOR REFERENCE ONLY. DISTRUCTIVE MEANS WERE NOT USED TO EXAMINE EXISTING WALL TYPES.
NOTE:HARDWARE MATCH EXISTING.3 EA HINGE BB1279 4.5x4.5 26D (HAGER)1 EA PULL 105.70C 32D (ROCKWOOD)1 EA PUSH 70C 332D ( ROCKWOOD)1 EA KICK PLATE 8X2 LDW 32D (ROCKWOOD)1 EA STOP 4411 26 D (ROCKWOOD)3 EA SILENCER (ROCKWOOD)
ATTACHED TO STEEL STUDS AND FLOOR AND CEILING WITH1" LONG, TYPE S SELF-TAPPING STEEL SCREWS SPACED 8" O.C.ALONG EDGES OF BOARD AND 12" O.C. IN THE FIELD OF THEBOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ONOPPOSITE SIDES OF THE ASSEMBLY.18 GA FULL HEIGHT WALLS, 20 GA PARTIAL HEIGHT WALLS
WITHIN NON RATED WALLS 12" GYPSUM IS AN APPROVEDSUBSITUTE.NOTE: NON RATED WALLS WITHIN EXISTING FACILITIES MAYNOT EXTEND THE FULL HEIGHT TO THE DECK ABOVE. MATCHEXISTING WALL CONDITIONS.
2" X 6" METAL STUDS AT 16" C/C
EXISTING - NON-BEARING
CEMENTITIOUS BOARD BEHIND ALL TILE
1/2" MOISTURE RESISTANT IN ALL WET AREAS
1/2" GYPSUM EACH SIDE - (2) LAYERS
CEMENTITIOUS BOARD BEHIND ALL TILE
NR
CERAMIC TILE WALL W/ COVE BASE
3
16
" THIN-SET MORTAR
1
2
" CEMENTITIOUS BACKER BOARD
CERAMIC TILE FLOOR ON THINSET MORTAR
SHOWER DRAIN
2" MORTAR SETTING BED
SEE 2/A4 FOR CONCRETE SLAB REPAIRS
WATER PROOFING MEMBRANE
4"
6"
4"
6"
(1) #5 REBAR CONT. AT PERIMETER
SLOPE NOT TO
EXCEED 2%
SHEET TITLE :
PROJECT TITLE :
COMMISSION # :
REVISIONS :
FILE NAME :
REV # DATE DESCRIPTION
OFFICE INFORMATIONDRAWN BY :
CHECKED BY :
ISSUE DATE :
RSL
12/12/2013
1347
FDOT - MATERIALS LABSHOWER RENOVATION14200 W STATE ROAD 84, DAVIE
ID#: 5040 03 01 0150 MILAGE: 2412 USE: 87
-
- -
CONSULTANTS :
475 N.E. Stillwater CovePort Saint Lucie, Fl.
34983
ROBERT S. LEWIS REG # : AR91402
PH : 1.772.408.6963FAX : 1.772.408.6658
EMAIL: [email protected]
12 -
12 -
2013
INIT
IAL
PLA
NFO
R R
EVIE
WPR
IOR
TO
PUB
LIC
ATI
ON
ARCHITECTURE
DA
TE:
A-2.0
DEMOLITION PLAN &
FLOOR PLAN
-
RSL
C:\PROJ\0300\A1
1
A2.0
SCALE : 1/4" = 1'-0"
DEMOLITION PLAN
2
A2.0
SCALE : 1/4" = 1'-0"
FLOOR PLAN
3
A2.0
SCALE : 1/4" = 1'-0"
REFLECTED CEILING PLAN
5
A4.0
EXISTING LOCATIONS OF
SPRINKLER HEADS TO BE RELOCATED
TO NEW CEILING HEIGHTS U.N.O.
NOTE:
SEE MECHANICAL, AND ELECTRICAL PLANS
FOR FIXTURE TYPES, NOTES, AND
SPECIFICATIONS. ARCHITECTURAL
REFLECTED CEILING PLAN IS FOR
COORDINATION OF LOCATIONS ONLY.
FIRE DEPARTMENT INSPECTION NOTES SPRINKLER COVERAGE
EVEN THOUGH THERE HAS BEEN PRIOR PLAN APPROVAL,
SPRINKLER COVER/HEAD TEMPERATURE WILL BE EVALUATED AT
TIME OF CO THROUGHOUT THIS SPACE, ALL THIS SYSTEM MUST
COMPLY WITH NFPA 13, 13R, OR 13D.
ANY WORK DONE ON THIS SYSTEM WILL REQUIRE A PERMIT
FROM A LICENSED FIRE SPRINKLER CONTRACTOR AND
APPROVED SHOP DRAWINGS ON SITE AT THE TIME OF THE FINAL
INSPECTION. EXISTING COVERAGE IS NOT EXEMPT. THE SYSTEM
MUST BE EXACTLY AS ON THE INSTALLERS PLAN OR THE
INSPECTION WILL FAIL.
A
A
4
A2.0
SCALE : 1" = 1'-0"
SHOWER PAN DET.
NOTE: THRESHOLDS / CHANGES IN LEVEL SHALL NOT
EXCEED
1
4
" IN HEIGHT. CHANGES BETWEEN
1
4
" AND
1
2
" SHALL
BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2
D:\B
uild
in
gId
eas\1300\1347-FD
OT-FP
E\05-SD
\X
-b
ase.d
wg
, 12/12/2013 8:38:02 A
M, R
ob
ert S. Lew
is P
.A
. A
R91402, 475 N
E StillW
ater C
v. P
ort St. Lu
cie. , 561 441 8126, w
ww
.b
iarch
.co
m
ITB-DOT-14/15-4013TB "ATTACHMENT "A-1" - PLANS
6"
MAX.
9"
MIN
.
8"
MIN.
2'-3" M
IN
.
2'-5" M
IN
.
2'-10" M
AX
1'-5" MIN.
40"
1'-8
"
11
"1
'-0
"
FULL WIDTH
OF COOLERS
6"
1'-0
"1
1"
11
"
3'-0
"
6"
18"
38
" m
in
48
" m
ax
18"
33
" - 3
6"
33
" - 3
6"
23" max
15
"m
ax
16"max
1-1
/2
"m
ax
1-1/2"max
36"
36
"
48
" m
in
36" min
30
" m
in
36
" m
in
60" min
27" max
38
" m
in
48
" m
ax
27" max
33
" - 3
6"
33
" - 3
6"
8"
60"x60" CLEAR FLOOR SPACE
30x42 CLEAR
FLOOR SPACE
30x42 CLEAR
FLOOR SPACE
60" TURNING RADIUS
60" TURNING RADIUS
30x42 CLEAR
FLOOR SPACE
36x60 CLEAR
FLOOR SPACE
UNISEX HANDICAP
SHOWER SIGNAGE
MENS HANDICAP
SIGNAGE
MENS HANDICAP
SIGNAGE
MENS HANDICAP
SIGNAGE
SLOPE TO
DRAIN NOT
TO EXCEED
2% / 1:48
5'-0
" TO
FIN
ISH
ED F
LOO
R5'
-0"
TOFI
NIS
HED
FLO
OR
BRAILLE
BRAILLEALL CAPS, RAISED 1/32" MIN.
ALL CAPS, RAISED 1/32" MIN.
SHEET TITLE :
PROJECT TITLE :
COMMISSION # :
REVISIONS :
FILE NAME :
REV # DATE DESCRIPTION
OFFICE INFORMATIONDRAWN BY :
CHECKED BY :
ISSUE DATE :
RSL
12/12/2013
1347
FDOT - MATERIALS LABSHOWER RENOVATION14200 W STATE ROAD 84, DAVIE
ID#: 5040 03 01 0150 MILAGE: 2412 USE: 87
-
- -
CONSULTANTS :
475 N.E. Stillwater CovePort Saint Lucie, Fl.
34983
ROBERT S. LEWIS REG # : AR91402
PH : 1.772.408.6963FAX : 1.772.408.6658
EMAIL: [email protected]
12 -
12 -
2013
INIT
IAL
PLA
NFO
R R
EVIE
WPR
IOR
TO
PUB
LIC
ATI
ON
ARCHITECTURE
DA
TE:
A-4.0
ENLARGED
FLOOR PLANS
-
RSL
C:\PROJ\0300\A1
5
A4
SCALE : 1" = 1'-0"
LAV MOUNTING
SCALE : NTS
FIXTURE MOUNTING HEIGHTS
4
A4.0
5
A4.0
SCALE : 1/2" = 1'-0"
FLOOR PLAN
1
A4
3
A4
SCALE : 1" = 1'-0"
BLOCKING
SCALE NTS
SLAB REPLACEMENT
2
A4
D:\B
uild
in
gId
eas\1300\1347-FD
OT-FP
E\05-SD
\X
-b
ase.d
wg
, 12/12/2013 8:38:05 A
M, R
ob
ert S. Lew
is P
.A
. A
R91402, 475 N
E StillW
ater C
v. P
ort St. Lu
cie. , 561 441 8126, w
ww
.b
iarch
.co
m
ITB-DOT-14/15-4013TB "ATTACHMENT "A-1" - PLANS
ITB-DOT-14/15-4013TB "ATTACHMENT "A-1" - PLANS
SHOWER117
WOMENS
MENS
JAN.
WOMENS
MENS
JAN.
PROVIDE PIPE WRAP AT
EXISTING SINKS
PROVIDE PIPE WRAP AT
EXISTING SINKS
ITB-DOT-14/15-4013TB "ATTACHMENT "A-1" - PLANS
30 TO 60 B19 TO 30 A/BUP TO 18 AINCHES
DUCT DIMENSIONS HANGER
TYPE
DUCT SCHEDULE
ITB-DOT-14/15-4013TB "ATTACHMENT "A-1" - PLANS
X
CD
HWR
ITB-DOT-14/15-4013TB "ATTACHMENT "A-1" - PLANS
SHOWER117
WOMENS
MENS
JAN.
WOMENS
MENS
JAN.
PROVIDE PIPE WRAP AT
EXISTING SINKS
PROVIDE PIPE WRAP AT
EXISTING SINKS
ITB-DOT-14/15-4013TB "ATTACHMENT "A-1" - PLANS
X
X
X
X
X
X
X
X X X X X X X
X
X
X
X
X
X
X
X
X
ITB-DOT-14/15-4013TB "ATTACHMENT "A-1" - PLANS