attachment “a-1” plans - florida...2009 nfpa 101 life safety code structural asce standard 7-10...

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

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TITLE PAGE

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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

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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


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 :



CHECKED BY :

ISSUE DATE :

RSL

12/12/2013

1347


ID#: 5040 03 01 0150 MILAGE: 2412 USE: 87

-

- -

CONSULTANTS :


34983


PH : 1.772.408.6963FAX : 1.772.408.6658


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

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R91402, 475 N

E StillW

ater C

v. P

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cie. , 561 441 8126, w

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.co

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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 :



CHECKED BY :

ISSUE DATE :

RSL

12/12/2013

1347


ID#: 5040 03 01 0150 MILAGE: 2412 USE: 87

-

- -

CONSULTANTS :


34983


PH : 1.772.408.6963FAX : 1.772.408.6658


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

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eas\1300\1347-FD

OT-FP

E\05-SD

\X

-b

ase.d

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, 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


SHOWER117

WOMENS

MENS

JAN.

WOMENS

MENS

JAN.


EXISTING SINKS


EXISTING SINKS


30 TO 60 B19 TO 30 A/BUP TO 18 AINCHES

DUCT DIMENSIONS HANGER

TYPE

DUCT SCHEDULE


X

CD

HWR


SHOWER117

WOMENS

MENS

JAN.

WOMENS

MENS

JAN.


EXISTING SINKS


EXISTING SINKS


X

X

X

X

X

X

X

X X X X X X X

X

X

X

X

X

X

X

X

X


attachment “a-1” plans - florida...2009 nfpa 101 life safety code structural asce standard 7-10...

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