HomeMy WebLinkAboutBUILDING SITE PLANSExisting 8" CBS Wail
" Electrical A �— - �j C
Panel 2AIOBIZ
fire ext.
I -
\ Toilet .
Room
3068
r--761
i
22.5" x 36 ----j
'attic access
l l
Tenant Space
j9'-0" Ceiling j
z ' VCT Flooring
1.262 Square Feet
Ca _
ro
x � I
p 1
F---"---i F--:---i
1 1
®Typ. A.C.
Supply
F----A --- i I---FA---i
31,_9::
Return
Grille
Drinking
Fountain
with Cup
Holder 3
So
x
O
Two Hour Rated (V449) Wall Assembl
Baselayer'5/8" Type X Gypsum Board applied
vertically to each side of 3 1/2 steel studs 24"o.c.
with 1 1/8" Type S drywall screws 8"o.c. at vertical
joints and wall perimeter and 12"o.c. at intermediate
studs. °Second Layer 5/8" Type X Gypsum Board
applied vertically to one side with 1 5/8" Type S
drywall screws 12 o.c., Finish Layer 5/8" Type X
Gypsum Board applied vertically to one side with
2 1/4" Type S drywall screws 8' o.c. at vertical joints
and wall perimeter and 12"o.c. at intermediate studs.
Joints Staggered 24"o.c: on each layer and,side.
Ving1 or Casein, dry or premixed joint compound
applied in two coats to Joints and screw heads of
outer layers. Paper tape, nom. 2" wide, embedded
in the first layer of compound over all joints of
outer panels.
x
W
Existing 25ga Flc - z
and Ceiling Rum
with 3 5/8' 25ga.
studs 24"o.c.
3W `) EXI -
I
Existing D.WJ
Ceiling
Remove a section of
the existing d.w. cing.
as needed to install
the new drywall to the
roof deck
Add Two Layers of
5/8" Type X Gypsum
to the existing wall /
assembly. By adding J
the new layers of d.w.
The total assembly will
be Two Hour Rated as
per Design No. V449
Penetrations through new
Type X Gypsum to be
caulked with 3M Firestopping
Caulk. Application to folllow
manufacturers direction.
Existing Conc.
Foundation -\
Existing Plywood
Roof Deck
Bottom of
Roof Deck
Existing Wood
Roof Trusses
24"o.c.
91-01,
Existing One Hour
Tenant Seperation
Wall (Design No. U465)
One layer of 5/8" Type
X gypsum on each side
of 3 5/8" metal studs
--- 0.00'
Existing 8" CBS Wall
m I o0
Retrofit Tenant Seperation Wall
Two Hour Rated (Design No. V449)
Level & Covered
Conrete Sidewalk — Wall Key
Mop Sink Service Basin
Existing Tenant Space HVAC NOTES Mfg: Elfin Existing Building
Scale: 1/4" = F-O" HVAC system already exists Model: EB-54
and is to be unchanged. Size: 24" x 24 x:6"
New Interior Frame Walls
Install 16" S.S. Splash Guards (Non Load Bearing)
FINISH CLASSIFICATION and Map sink Faucet
Unsprinklem
GENERAL REQUIREMENTS
mm, 8 i BACK REQ. Occupancy Group: 40 All work,to be as per the current edition of the Florida Building Code
_. Exit Passage: A and meet or exceed all applicable local requirements.
Fl"M r Corridors: A General contractor is responsible for all labor, materials, utilities, testing,
SIDES __ ROOmS' C waste removal, storage, securing of site, accomodation, transport/freight,
and all other cost related to the completion of this project., unless explicitly
CNR 510 identified here..
REAR �_ INTERIOR WALL FRAMING Owner is responsible for all municipal related charges such as impact
ZNG. Non Load Bearing walls to be 2 x 4 studs 24' o.c. fees, and water connection, except building permit fees, which are to be
TECH, Spruce, Pine, Fir (SPF) #2 Grade Lumber or Better. included in the construction bid.
or Metal Studs (25 Gauge). Crimper may be used General contractor to check 0 drawings for errors and ommissions and
in lieu of screws. bring them to the attention of the architect prior to starting any work, or
ordering any materials of the respective division of work. If such errors
and omrmssions are not reported in writingto the architect, any resulting
GENERAL CONCRETE NOTES: damages or costs shall be born entirely by the general contractor.
In the event that the existing concrete slab needs to be cut Architect is not responsible for the contractors method or means of
ensure the following: Concrete shall have a minimum compressive construction.
compressive strength of not less than 3000 p.s,i. over compacted,
and termite treated soil. General contractor is to keep the site in a clean and safe state through
out the course of construction On buildin turnover eneral contractor to
DOOR SCHEDULE
Size
Door
Frame
Fire
Rating
Notes
profile
Face
Core
Finish
Material
Threshold
Finish
36" x 80" x 1 3/8"
Six Panel
Masonite
Hollow
Painted
Wood
N.A.
Painted
N.A.
Swing Door
24" x 80" x 1 3/8"
Six Panel
Masonite
Hollow
Painted
Wood
N.A.
Painted
N.A.
Bifold Door
All toilet room doors to have privacy sets, Male / Female Graphic & Braile Lables
All doors to be Medium Duty
Thresholds not to exceed 1/2" max. heigth
All handsets to be lever type,brushed chrome finish
clean all surfaces so as to be free of dust, grease, stains, scuffs, etc.
Unless otherwise noted, the installation of specified hardware shall
conform to the manufacturers instructions and standard practice.
All drawings are not considered complete until the plans have been reviewed
by the building department and the building permit has been issued.
All wood in contact with masonry shall be pressure treated or approved
seperating material.
All dimensions shall be verified in field by the contractor. If there are
any discrepancies the Architect or Engineer shall be notified before
proceeding.
Existing One Hour
Rated Wall
(UL: U465)
New Two Layers
of 5/8" Type X
Gypsum Board
(New Two Hour
Rating UL: V449)
'17�"
_ New Floor Plan
Scale: 1/4 I' 0"
Existing
Electric
Panel
N
r,
Existing Tenant Space
9'-0" Ceiling
,
31'-6"
0n
G
i
w
Existing Toilet Rm.
Relocate Plumbing
Fixtures as Shown00
V
l�
H H �
Z M
F.E 1_ E-a w
Cut In New
li I I -2068 Service
I I I I `l Door for A.H. Z, +�
06800
ng LJ_ _1J______t____
New Location Q
`�, .� �� of the Existing
—(17, Return Air Grille
a) Z
New I Raise Existing A.H. /1
Mop Plateform so to H
I Sink Raise Return Air r-�l w
Grill Above New
Mop Sink
Frame in Existing
New I Return Air Grille
I Toilet Room Z
168 `. ; > V* o
Exist. Drink
Fountain with Q
Cup Holder Verify Location of
Drinking Fountain
with Required Floor
Clearence
1 1 /2"
Existing One Hour CZ U
n n
Rated Wall C7,
N
(UL: U465)
FLI x o 00
New Two Layers r„ t U
of 5/8" Type X o
Gypsum Board �+ z
(New Two Hour Q W
Rating UL: V449) Cn
Cn
-- 1
ti
Scope of Work
Add an addition accessable toilet room,
remodel existing toilet room to meet the
current accessability requirements, and
update the existing tenant Seperation walls
from one hour rating to two hour rating
Project Data
Building Data
Project Name: Martial Arts Studio
Occupancy Type: Group A-3
Street Address: Drawdy Professional Center
Construction Type: IIIB
City: Ft. Pierce
County: St. Lucie
Number of Stories: One
State: Florida
Number of Seats: N.A.
Project Area: 1262 s.f. (Existing)
Building Code
Alterations - Level 2
2010 Florida Building Code: Building '
Fire Protection Requirement
2010 Florida Building Code: Existing Building
2010 Florida Building Code•: Plumbing
! 2010 Florida Building Code: Mechanical
Required
Provided
! 2010 Florida Building Code: Accessibility
Party & Fire Walls: 2
2
2010 Fire Prevention Code: NFPA 101
Structural Frame' including columns: 0
0
Girders & Trusses: 0
0
Florida Building Code Data
Exterior Bearing Walls: 2
2
r
Interior Bearing Walls: 0
N.A.
Use Group: Assembly Group A-3
Floor Construction: 0
0
Type of Construction: IRB Unprotected
Roof Construction: 0
0
Occupant Load:
Exercise Rooms without Equipment: ` 1262 s.f. / 15 = 84 Occupants
Life Safety System
Required
Provided
Emergency Lighting: Yes
Egress Width: .2" per person x 84 16.8"
9611
Exit Signs: Yes
Panic Hardware: No
Length of Dead End Corridor: 20.0'
4.5'
Fire Suppression: No
Maximum Distance to Exit: 200.0'
42.5'
Fire Alarm: No
Minimum Number of Exits: 2
2
Fire Extinguisers: Min. 2A10BC
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.^5,6ANNED
BY
St Lucie County
date revision
drawn
s.l.
checked
s.l.
date
10/26/12
scale
as noted
job number
12042
sheet
A-1
T-1" Rxistinir
Floor Clearances
Toilet Room Doors to have Lever
Handle and Privacy Lock
Lavatory or Sink Controls to be
Lever Types
Doors shall have signs indicating
ADA Accessable Restroom
Grab Bars to be 1 1/4" to 1 1/27,
dia. and 1 1/2" from walls
A.D.A. Toilet Doom
r
sulate all
T under
UcpL„
Lavatory Clearances
(E)
3/4'!
Existing
Sanitary
Main
-- L)--
Offset existing
Water Closet
drain to new
Water Closet
Location
/7—--- (E) --
------------
\_Existing
1 3" VTR
p�
Cap off drain
lines at existing
lavatory
473'
t�
3" VT
i
i
Exist. Drink
Fountain with ®i
Cup Holder
011
ii
it
Plumbing Plan
Scale: 1/4" = 1'-0"
3/4"
(E)
WC
3/4,
(E)
2" supply
to meter
Cap off drain
lines at existing
lavatory -\
Plumbing contractor to
provide a water hammer
and shut off valve at each
fixture
Existing
Sanitary
PLUMBING NOTES:
Plumber to consult with contractor and equipment ordered
for rough in dimensions.
Verify all dimensions with the floor plan. The floor plan
dimensions dictates all other dimensions on other sheets.
Do not scale drawings, if any conflicts arise, contact the
Architect or Engineer for clarification prior, to construction
All sanitary lines 2" or less shall have a slope of 1/4" per
foot minimum.
All sanitary lines above 2" shall have a slope of 1 /8" per
foot minimum.
1/2"
Lav
3/4"
WC 1
1/2" 3/4"
100
Lav 3/4 3/4" Mop
Sink
Water Supply
n.t.s.
(E)
3" VTR
ew 1 1/2"
ent
Lav
WC
New Lay. 3"
Location
1� "
33
(E)
WC
Sanitary Riser
n.t.s.
Electrical Notes
1. All loads to be checked by a Florida Licensed Electrician
2. All work to meet the Florida Electrical Code & requirements of F.P.L.
3. Calculations and panels below are for sizing conduit and overall
building load requirements only
4. See exterior elevations for illuminated tenant sign locations. Ensure
to provide power, weather proof junction box, and switch box for each
5. All conductors to be copper; all insulation to be THHN. Conduit as
follows: PVC below ground, Rigid from underground to service box
for exterior lights on building; AC, MC, or EMT conduit elsewhere.
6. Ensure min. 36" clear between equipent and disconnects, Typical.
7. Protective ratings shall comply with NEC 110-9 & NEC 110-10
y S. Ensure panels have main disconnect at meter pack per NEC 230-70-A-1
9. Clearance between boxes and cutouts in wall shall not exceed 1/8".
Description: Electrical Schedule 100 MLC
ectrcacedule
I.T.E. Load Center 1 PH 3W 120/240V
Circuit
Description
Volts
Load KW
Breaker
Wire
Cond.
Trip
Pole
T.B.D.
New Toilet Room
120
1.2 KW
I 20 A
I I P
1 2 412
1 1/2"
New Additional Load 1.2 KW
First 10 KW at 100% 10.00 KW
Total Calculated New Load 1.2 KW
1,200 W = 5 Additional Amps
240
Existing Panel Load: 42.80 Amps
Total Calculated Panel Load: 47.80 Amps (100 Amp Panel Existing)
Electrical contractor to verify all equipment loads prior to
start of construction. Electrical contractor to recalculate
elvetrical schedule if loads are to be modified
ELECTRICAL LEDGEND
\ll�
RECESSED LIGHT WITH LENS @ EXTERIOR & WET LOCATIONS
T
SURFACE MOUNTED LIGHT FIXTURE
SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
UNDER CABINET FLUORESCENT FIXTURE ( INCH LIGHTS )
RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
CEILING FAN O CEILING MOTION
SENSOR
EXHAUST FAN OUTLET PX9
DOOR CHIMES
THERMOSTAT
SMOKE DETECTOR
=cr
DUPLEX OUTLET - SWITCHED
-}a TELEVISION
DUPLEX OUTLET
220 V OUTLET TELEPHONE
-VY
SWITCH O PUSH BUTTON
-W ..
THREE WAY SWITCH EMERG. FLOOD LIGHT
sw
W/ BATTERY BACKUP
D
DIMMER SWITCH EXI ILLUM. EXIT LIGHT W/
BATTERY BACKUP
NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46" A.F.F.
ALL 120V
SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING
OUTLETS
THAT ARE NOT GFCI MUST BE AFCI.
TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE
PHASE 15
& 20 AMP BRANCH CIRCUITS
0C
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x CD � Z
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0
drawn
checked
s.l.
date
1026/12
scale
as noted
job number
12042
Sheer
A-2
Water Closet Clearances
L
Existing 8" CBS Wall 11 Z -
Electrical 3t '
Panel 2A 1 OB (
fire ext.
9 )l
i
I22.5"x36" i
attic access
Tenant Space
I 9'-0" Ceiling I
VCT Flooring I
1.262 Square Feet t
m / /
t
l 1
1 I
/ � O
Toilet\
Room
Z Typ. A.C.
1 ' Supply
F--- 4-'---i t-- �:---1
31'-9„
3W EXI
Existing 8" CBS Wall CD
m cn
Level & Covered
i onrete Sidewalk
Existing Tenant Spice
Scale: 1/4" = F-0"
FILE COPY
�ECEOWEL
DEC 1 0 2012
Return
Grille
® z
Drinking
Fountain e
with Cup
Holder
a
x
O
Two Hour Rated (V449) Wall Assembl
Base layer 5/8" Type X Gypsum Board applied
vertically to each side of 3 1/2" steel studs 24"o.c.
with 1 1/8" Type S drywall screws 8"o.c. at vertical
joints and wall perimeter and 12"o.c. at intermediate
studs. Second Layer 5/8" Type X Gyppsum Board
applied vertically to one side with 1 Type S
drywall screws 12"o.c., Finish Layer 5/8" Type X
Gypsum Board applied vertically to one side with
2 1/4" Type S drywall screws 8' o.c. at vertical joints
and wall perimeter and 12"o.c. at intermediate studs.
Joints Staggered 24"o.c. on each layer and side.
Vinyl or Casein,.dry or premixed joint compound
applied in two coats to joints and screw heads of
outer layers. Paper tape, nom. 2" wide, embedded
in the first layer of compound over all joints of
outer panels.
w
Existing 25ga Floor z
and Ceiling Runners
with 3 5/8" 25ga.
studs 24"o.c.
1xisting Plywood
f Deck
— _ — Bottom of
Roof Deck
Existing Wood
Roof Trusses
24"o.c.
— - — --$- 9'-0"
Provide Panic &Fire Exit �
Hardware as per 1008.1.10 .� �
F.B.C.
W�
Existing JF.EElectric
Panel
I
Existing u-N,__l�_.
`4 New
FILL COPY m iSio
Sink��
Hill��
Existing D.W�
Ceiling
r
Remove a section of
the existing d.w. cing.
as needed to install
Existing One Hour
the new drywall to the
Tenant Seperation
roof deck
Wall (Design No. U465)
One layer of 5/8" Type
X gypsum on each side
of 3 5/8" metal studs
Existing One Hour
Rated Wall
(UL: U465)
Add Two Layers of
5/8" Type X Gypsum
to the existing wall
New Two Layers
assembly. By adding
of 5/8" Type X
the new layers of d.w.
Gypsum Board
The total assembly will
(New Two Hour
be Two Hour Rated as
Rating UL: V449)
per Design No. V449
lo
Penetrations through new
Type X Gypsum to be
caulked with 3M Firestopping
Caulk. Application to follllow
manufacturers direction.
Existing Conc.
Foundation
--- 0.00'
Retrofit Tenant Seperation Wall
Two Hour Rated (Design No. V449)
Wall Key
HVAC NOTES
Mop Sink Service Basin
HVAC system already exists
Existing Building
and is to be unchanged.
Mfg: Elfin
Model: EB-54
Size: 24" x 24"
x 6"
I New Interior Frame Walls
FINISH CLASSIFICATION
Install 16" S.S. Splash Guards (Non Load Bearing)
and Mop Sink Faucet
Unsprinklered
Occupancy Group: A-3
GENERAL REQUIREMENTS
Exit Passage: A
All work to be as per the current edition of the Florida Building Code
Corridors: A
and meet or exceed all applicable local requirements.
ROomS: C
General contractor is responsible for all labor, materials, utilities, testing,
waste removal, storage, securing of site, accomodation, transport/freight,
and all other cost related to the completion of this project., unless explicitly
identified here.
INTERIOR WALL FRAMING -
Owner is responsible for all municipal related charges such as impact
Non Load Bearing walls to be 2 x 4 studs 24"o.c.
g
fees, and water connection, except building permit fees, which are to be
included in the construction bid.
Spruce, Pine, Fir (SPF) #2 Grade Lumber or Better.
or Metal Studs (25 Gauge). Crimper may be used
General contractor to check all drawings for errors and omrnissions and
in lieu of screws.
bring them to the attention of the architect prior to starting any work, or
ordering any materials of the respective division of work. If such errors
and ommissions are not reported in writingto the architect, any resulting
GENERAL CONCRETE NOTES:
damages or costs shall be born entirely by the general contractor.
In the event that the existing concrete slab needs to be cut
Architect is not responsible for the contractors method or means of
ensure the following: Concrete shall have a'mihimum compressive
construction.
compressive strength of not less than 3000 p.s.i. over compacted,
and termite treated soil.
General contractor is to keep the site in a clean and safe state through
out the course of construction. On building turnover, general contractor to
clean all surfaces so as to be free of dust grease stains scuffs etc.
DOOR SCHEDULE
Size
Door
Frame
Fire
Rating
g
Notes.
Profile
Face
Core
Finish
Material
Threshold
Finish
36" x 80" x 1 3/8"
Six Panel
Masonite
Hollow
Painted
Wood
N.A.
Painted
N.A. ''
Swing Door
24" x 80" x 1 3/8"
Six Panel
Masonite
Hollow
Painted
Wood
N.A.
Painted
N,A,
Bifold Door
All toilet room doors to have privacy sets, Male / Female Graphic & Braile Lables
All doors to be Medium Duty
Thresholds not to exceed 1/2" max. heigth
All handsets to be lever type,brushed chrome finish
Unless otherwise noted, the installation of specified hardware shall
conform to the manufacturers instructions and standard practice.
All drawings are not considered complete until the plans have been reviewed
by the building department and the building permit has been issued.
All wood in contact with masonry shall be pressure treated or approved
seperating material.
All dimensions shall be verified in field by the contractor. If there are
any discrepancies the Architect or Engineer shall be notified before
proceeding.
Existing Tenant Space'
9'-0" Ceiling
1 1/2" 3 F-6"
tHa
idePanic &Fire Exit
ware asper 1008.1.10C17777,77
New
Toilet Room
Existing Toilet Rm.
Relocate Plumbing
Fixtures as Shown (�
Exist. Drink
L
nk
T-4 1/2
1 1/2"
Existing One Hour
Rated Wall
(UL: U465)r
New Two Layers
of 5/8" Type X
Gypsum Board
(New Two Hour
Rating UL: V449)
1 1/2'
00
00
~
E�
C)
,p
o
Cut In New
��
'4
/-2068 Service
for A.H.
�./
j
Door
00
New Location
O
-.
of the Existing
Return Air Grille
to
a
Q�
Z
Raise Existing A.H.
Plateform so to
Raise Return Air
Grill Above New
W
Mop Sink
Q
N
Frame in Existing
`,,
o
Return Air Grill
rll
ZVerify
Location of
~
Drinking Fountain
F
with Required Floor
LT~
Clearence
.
Q
C�
wr--t
.,
r-t E
,
MIN, SETBACK REO,
U
V-)
Cn"
a
FRONT
SIDES
n/
0
00
d
CNR SIDE
rr--4 U
REAR
py
z
ZNG.
TECH.
� a �
��
Floor Plan W��CONCEALEDFASTENERS ORATTACHENTS oZNew
_ ARE THE RESPONSIBILrry OF THE O
Scale: 1/4" = 1'-0" CNiRACTOROFAECOAD. z
TNUIPLANS AND ALL PROPOSED WORK Scope of Work Q
AAI 106TTOANYCORRECTIONS Add an addition accessable toilet room O
AIQUTAIDBYFIELDINSPECTORSTHAT > �
NNiti II NECESSARY IN OADEA TO remodel existing toilet,room to meet the p w
current accessability requirements, and Z
(2NiYriTHA+MWQAA6ICODA
update the existing tenant seperation walls W�4 Z
from one hour rating to two hour rating O 4
Project Data Building Data REVIEWED FOR COMPLIANCE U
SUBJECT TO FIELD INSPECTION]
Project Name: Martial Arts Studio Occupancy Type: Group A-3 SEE ATTACHED V SION SHE
Street Address: Drawdy Professional Center U
City: Ft. Pierce 'Construction Type: IIIB tY
REVIEWED-
-Number
umber of Stories: One
County: 5t. Lucie
-)ATE:
State: Florida Number of Seats: N.A.
Project Area: 1262 s.f. (Existing) E-
Bullding Code Alterations - Level
2010 Florida Building Code: Building Fire Protection Requirement
2010 Florida Building Code: Existing Building
2010 Florida Building Code: Plumbing Required Provided
2010 Florida Building Code: Accessibility Party &Fire Walls: 2 2 dam eV151D"
2010 Fire Prevention Code Strut turaf Frame including columns: 0 0 12/2/12 Plan
mReview
2009 Life Safety Code: NFPA 101 Girders & Trusses: 0 0
Exterior Bearing Walls-. 2 2
Florida Buil ing Co e Data Interior Bearing Walls:: 0 N.A.
Use Group: Assembly Group A-3 Floor Construction: 0 0 drawn
Type of Construction: IIIB Unprotected Roof Construction: 0 0 S.I.
checked
s.i.
Occupant Load: date
Life Safety System 0cale
Exercise Rooms without Equipment: 1262 s.f. / 15 = $4 Occupants y y ��� - $� sate
Required Provided Emergency Lighting: :Yes ST. LUCIE COUNTY as noted
2042
Exit signs: Yes PLAN REVIEW jab aumber
Egress Width: .2" per person x 84 16.8" 96" Panic Hardware: No "
Length of Dead End Corridor: 20.0' 4.5' Fire Suppression: No sheet
Maximum Distance to Exit: 200.0' 42.5' Fire Alarm: No A_ 1
Minimum Number of Exits: r DATE 2 2 Fire Extinguisers: Min. 2Al0BC -�—
ELEC:
EDATME-
ATE:
MB:
:
H: '
��
7'-1" FX1Ri'.inff
Ir 1VV1 \J1NU1 µ11V VO
Toilet Room Doors to have Lever
Handle and Privacy Lock
Lavatory or Sink Controls to be
Lever Types
Doors shall have signs indicating
ADA Accessable Restroom
Grab Bars to be 1 1/411 to 1 1/2"
dia. and 1 1/2" from walls
A.D.A. Toilet Room
r
bar at
wall
M
isulate all
Ipcs under
ni:
Water Closet Clearances Lavatory Clearances
(E)
3/4':
Existing
Sanitary
Main
M MENVE
rAl
Offset existing
Water Closet
drain to new
Water Closet
Location
(E)
Existing
3" VTR
I I \ Cap off drain
' I i lines at existing
11
lavatory
Exist. Drink
Fountai❑ I
11
New Drin
Fountain ,
it
Plumbing Plan
Scale: 1/4" = 1'-0"
3/4"
(E)
WC
1/2"
3/4':
PLUMBING NOTES:
Plumber to consult with contractor and_equipment ordered
for rough in dimensions.
Verify all dimensions with the floor plan. The floor plan
dimensions dictates all other dimensions on other sheets.
Do not scale drawings, if any conflicts arise, contact the
Architect or Engineer for clarification prior to construction.
All sanitary lines 2" or less shall have a slope of 1/4" per
foot minimum.
All sanitary linesab(ve 2" shall have a slope of 1/8" per
foot minimum.
3�
�� illr
;two
1/2"
Lav
3/4"
WC
l
3/4"
3/4"
Mop
Sink
w
(E) Water Supply
2" supply n.t.s.
to meter
New
3" VTR
Cap off drain
lines at existing
lavatory 1
Plumbing contractor to
provide a water hammer
and shut off valve at each
fixture
5" 15"
Existing
Sanitary
TT -----
O
a
E _ ti
p O
8' E a
nln.
.V
Spout Hght. & Knee Clearance
Equipment permitted in shaded area
HiLo fountain required as shown
(E)
3" VTR
ew 1 1/2"
ent
Lav
I
I
I WC
I
New Lay. 3"
Location
I
3" 3"
�(E)
WC
Mop1
3" 2" Sink
Sanitary Riser
n.t.s.
Existing F.E
Electric
Panel g11 E
1�
O/Relocate Elect.
Ftxtures As
Shown
Ell,
gll I
tE \ Existing Tenant Space
\
\ All existing electrical fixtures
\ to remain, only fixtures that
E V ' need to be relocated, removed,
\ or added are shown on this
\ drawing
Extend Existing \
Receptical Boxes
Flush with New \
Drywall (Typ.) \
\
\
\
E \
\
\
\
\
New Electrical Plan
New 1 1/2" Scale: 1/4" = F-0"
`Vent -
�IElectrical Notes = UE.-
I
1. All loads to be checked by a Florida Licensed Electrician
I
I
I 2. All work to meet the 2008 National Electrical Code.
I
I
I 3. Calculations and panels below are for sizing conduit and overall
I
Lav building load requirements only
4. All conductors to be copper; all insulation to be THHN. Conduit as
follows: PVC below ground, Rigid from underground to service box
2" for exterior lights on building; AC, MC, or EMT conduit elsewhere.
5. Ensure min. 36" clear between equipent and disconnects, Typical.
6. Protective ratings shall comply with NEC 110-9 & NEC 110-10
7. Ensure panels have main disconnect at meter pack per NEC 230-70-A-1
8. Clearance between boxes and cutouts in wall shall not exceed 1/8".
Description: Electrical Schedule 100 MLC
ecrcacedule
I.T.E. Load Center I PH 3W 120/240V
Circuit
Description
I
Volts
Load KW
Breaker
Wire
Cond.
Trip
Pole
T.B.D.
Nevv Toilet Room
120
1.2 KW
20 A
I 1 P
2 #12
1 1/2"
New Additional Load 1.2 KW
First 10 KW at 100% 10.00 KW
Total Calculated New Load 1.2 KW
1,200 W = 5 Additional Amps
240
Existing Panel Load: 42.80 Amps
Total Calculated Panel Load: 47.80 Amps (100 Amp Panel Existing)
Electrical contractor to verify all equipment loads prior to
start of construction. Electrical contractor to recalculate
electrical schedule if loads are to be modified
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY U NECESSARY IN ORDER TO
pI11iINM'IdtN11m r�A�,
Cap Off
Existing
Receptical
ELECTRICAL LEDGEND
RECESSED LIGHT WITH LENS @ EXTERIOR & WET LOCATIONS
�.}
SURFACE MOUNTED LIGHT FIXTURE
--- `TT,---i
SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
UNDER CABINET FLUORESCENT FIXTURE ( INCH LIGHTS)
N—ej
RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
CEILING FAN O CEILING MOTION
SENSOR
O
EXHAUST FAN OUTLET ®
DOOR CHIMES
bTHERMOSTAT
S® SMOKE DETECTOR
$
DUPLEX OUTLET - SWITCHED
—1" TELEVISION
�
DUPLEX OUTLET
220 V OUTLET TELEPHONE
-6T
SWITCH PUSH BUTTON
Kfr
THREE WAY SWITCH EMERG. FLOOD LIGHT
3W
W/ BATTERY BACKUP
-b7
DIMMER SWITCH
ILLUM. EXIT LIGHT W/
EXl BATTERY BACKUP
NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46" A.F.F.
ALL 120V
SINGLE PI4ASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING
OUTLETS
THAT ARF NOT GFCI MUST BE AFCI.
TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE
PHASE 15
& 20 AMP 13RANCII CIRCUITS
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0"
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Un
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oc
dam revision'
12/2/12 Plan Review
Comments
drawn
s.l.
checked
s.l.
dam
IO/26/12
seal,
as noted
jab .umber
12042
sheet
A-2