HomeMy WebLinkAboutBuilding PlansPANIC HARDWARE DEVICE NOT REQL IRED 1
1 AT THIS DOOR PER NFPA 13.2.2.2.3 BECAUSE
INSTALL PANIC HARDWARE OCCUPANT LOAD EXITING AT THIS LOCATION
DEVICE ON EXISTING DOOR IS LESS THAN 100
9
FE
9
FE
(STINGe45(360) O EXISTING EQUIPMENT T
FREEZER ROOM
EXISTING
EXISTING 6(180) STORAGE
STORAGE 9
O
EXISTING EXISTING
m EXISTING MEWS
MEN'S COOLER RR
RR EXISTING W �`
C KITCHEN
a EXISTING EXISTING
- CORRIDOR 2,416 S.F. = 12 OCC. o _ CORRIDOF
w
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200 S.FJ000. J 1
1
1 z
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¢ fb-
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¢ 0 EXISTING
EXISTING r WOMEN'S
WOMEN'S -------- - -- RR
RR O
EXISTING N
9 COOLERLn
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139(360) $14" A.F.F.
T.O.PLATFORN
NEW FE
PLATFORM
IL
NEW
PLATFORM
NEW
ACCESSIBLE
PLATFORM
E---139(180)
DOOR HAS EXISTING
PANIC HARDWARE DEVICE.
1
o ——
I I 1 I IJ
o IJ o
REMODELED
BAR AREA
9 9
39(180) 38(180)
EXISTING
EXISTING
DINING ROOM
LOBBY
1,154 S.F. - 77 OCC.
15 S.FJ000.
FE J
z Q
INSTALL PANIC HARDWARE ? Z
DEVICE ON EXISTING DOOR < 139(360) o
EXISTING
VESTIBULE t�
X
❑❑ n 1 ❑ ❑ w
02 LIFE SAFETY PLAN
SCALE: 118" =1'-0"
41" A.F.F
TO PLATFORM
33" A.F.F.
T.O. PLATFORM
-O23" A.F.F.
-T.O.PLATFORM
�1 ° A.F.F.
T�O. PLATFORM
N
a
FE O FE EXISTING
EXIST. ELECT. PANELS EXISTING EQUIPMENT
FREEZER ROOM
0 0
- - - � LINE OF MEZZANINE ABOVE - - - --
EXISTING
EXISTING COOLER
KITCHEN
L7
� EXIST. STAIR TO Leo• o
STORAGE MEZZANINE
r--------------- - - - - --
EXISTING
WALL, TYP.
t
1
'll
—
11
11
COOLER
EXISTING / /
SERVING AIEA
BUILDING CODE INFORMATION
BASED ON FLORIDA BUILDING CODE 2010
BUILDING TYPE:
TYPE IS CONSTRUCTION, SPRINKLERED
TENANT AREA:10,382 SF
OCCUPANCY: GROUP A-2, ASSEMBLY
OCCUPANT LOAD:
ASSEMBLY: 6,259 SF115 SF PER OCC = 417
KITCHEN: 2,416 SF/200 SF PER OCC =12
TOTAL = 429 OCCUPANTS
LEVEL OF ALTERATION (PER EXISTING BUILDING CODE):LEVEL 2
EXIT REQUIREMENTS:
Dead end limit -maximum condition 20 Feet
Travel distance to exit -maximum condition 250 Feet
SPECIFIC NOTES
1. EVERYTHING IS EXISTING UNLESS NOTED OTHERWISE. SCOPE OF
WORK INCLUDES BAR AREA REMODEL, CONSTRUCTION
OF PLATFORMS, RE -PAINTING AND NEW TILE FLOORING.
2. EXISTING ROOF STRUCTURE CONSISTS OF METAL DECK
OVER STRUCTURAL STEEL JOISTS.
3. EXISTING MEZZANINE SHALL BE USED FOR STORAGE ONLY.
AND SHALL NOT EXCEED AN OCCUPANT LOAD OF 5 PEOPLE
AT ANY GIVEN TIME.
4. ALL MECHANICAL SYSTEMS ARE EXISTING TO REMAIN.
5, FIRE SPINKLER SYSTEM IS EXISTING TO REMAIN,
GENERAL' NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL LOCAL AND
APPLICABLE CODES & FBC 2010.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND
REGULATIONS OF THE BUILDING STANDARDS AND LOCAL JURISDICTIONS.
3. ALL FINISH MATERIALS, HARDWARE, ETC. SHALL MATCH THE BUILDING
STANDARDS UNLESS NOTED OTHERWISE, IF THE CONTRACTOR HAS DIF-
FICULTY MATCHING BUILDING STANDARDS HE/SHE SHALL OBTAIN THE ARCHI-
TECTS APPROVAL PRIOR TO SUBSTITUTING ANY ITEMS.
4. PROPER CARE AND PROTECTION SHALL BE PROVIDED FOR ALL
AREAS ADJACENT TO CONSTRUCTION AND ANY DAMAGE THAT MAY
OCCUR TO THESE AREAS AS A RESULT OF THIS CONSTRUCTION
SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR TO THE
ORIGINAL CONDITION.
5. ANY WORK THAT MUST BE PERFORMED IN OTHER SPACES IN
RELATION TO THIS CONSTRUCTION SHALL BE PERFORMED IN A
MANNER 50 AS NOT TO DISRUPT THE OCCUPANT, ALL WALLS, SLABS,
CEILINGS, ETC. DISTURBED IN OTHER SPACES SHALL BE RESTORED TO
ORIGINAL CONDITION ONCE WORK IS COMPLETE.
6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL REVIEW THE
CONTRACT DOCUMENTS AND VERIFY ALL EXISTING CONDITIONS AND
THEIR COMPATIBILITY WITH THE NEW CONSTRUCTION, THE
CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES.
7. EXISTING FIRE RATINGS SHALL BE MAINTAINED AT SLAB PENETRATIONS
RATED WALLS, RATED CEILING ASSEMBLIES AND FIRE COMPARTMENT
ZONES.
S. EXISTING FIRE RATINGS SHALL BE MAINTAINED AT SLAB PENETRATIONS
RATED WALLS, RATED CEILING ASSEMBLIES AND FIRE COMPARTMENT
ZONES.
LIFE SAFETY NOTES
t OCCUPANCY TYPE SHALL BE ASSEMBLY GROUP "A-2".
0
2. FIRE STOPPING AND DRAFT STOPPING SHALL BE PROVIDED AT ANY
NEW STAIRS CONCEALED SPACE IN WHICH EXPOSED MATERIAL HAS A FLAME -
SPREAD RATING LESS THAN CLASS -A.
RATED ASSEMBLIES
3, FIRE RATED WALL ASSEMBLIES SHALL EXTEND FULLY FROM THE
FLOOR TO THE STRUCTURE & DECK ABOVE, ALL PENETRATIONS OF
RATED ASSEMBLIES SHALL BE PROTECTED PER NFPA 101, BY FIRE
DAMPERS, SLEEVES OR FIRE CAULKING BY A U.L. APPROVED METHOD. -
EXISTING 4. PROVIDE UL RATED SYSTEM AT ALL PIPE, DUCTWORK, STRUCTURAL STEEL
DINING AREA AND METAL JOIST PENETRATION OF FIRE -RATED WALLS.
5. BUILDING EXIT DOORS REQUIRED BY CODE SHALL HAVE PANIC DEVICES
AND SWING IN THE DIRECTION OF EGRESS,
TYP. PLATFORM FR6WNG: < REQUIREMENTS
%" PLYWOOD ON 2X4WOOD STUD o 6. ALL CORRIDORS AND NORMALLY OCCUPIED ROOMS
WALLS @ 16" O.C. W1 STUD SPACING SHALL BE EQUIPPED WITH EMERGENCY LIGHTING.
@ 24" O.C. MAX (SEE DETAIL 10IA-2
FOR ADDTL INFO) EXIST. STEEL COLUMN, TYP. 7. FIRE EXTINGUISHERS SHALL BE PLACED AT INTERVAL NOT
EXCEEDING A TRAVEL DISTANCE OF 75'.
i L/8.PROVIDE A VOICE EVACUATION FIRE ALARM SYSTEM ASUIRED BY THE FLORIDA FIRE PREVENTION CODE &
A 101 UNDER SEPARATE PERMIT.
01 & 021A-2
LIFE SAFETY SYMBOLS LEGEND
I � I
o I o EXISTING TWO HOUR FIRE RATED WALL, ALL
REMODELED ( OPENINGS AND MECHANICAL PENETRATIONS
Fp BAR AREA I SHALL BE PROTECTED TO MAINTAIN THE
INTEGRITY OF THE FIRE RATING FOR THE WALL.
031A-2 - - - - 1 - - P PRIMARY MEANS OF EGRESS
NEW RAMP 6'.4' - - 274'
e EMERGENCY EXIT LIGHT
FE o
N WALL HUNG FIR
E EXTINGUISHER
FE
THESE PLANS AND ALL PROPOSED WO 4K — OCCUPANT LOAD
ARE SUBJECT TO ANY CORRECTION XXX(XX1
REQUIRED BY FIELD INSPECTORS TH 1 T OPENING EGRESS CAPACITY
F I LE MAY BE NECESSARY IN ORDER TO
EXISTING COMPLY WITH ALL APPLICABLE CODE EXISTING
DINING ROOM LOBBY S'T', LUCIE COL: Y tYltlr, USY-T21C'i-
EMERGENCYLIGHTS REVIEWED FO CON, 2LIANCE
SUBJECT'TO FI LD INS =DONS
SEE ATTAC) S N SAE
01 OVERALL FLOOR PLAN
SCALE: 118" = i' 0'
UYPLAN
NOT TO SCALE
REV #
DATE
10
11-25-2013
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DRAWN BY
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CHECKED BY
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DATE
9-13-2013
SCALE
AS NOTED
JOB #
213005
SHEET#
A.
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o BANK
VACANT <�+
7' HIGHx= FD.I.R.& C.
<°
FD. CONIC, WALL „ p
4„x " S 89'49 00 E 400. Q
C.M. CONC.POLE p�-CONC.POLE w per-CONICPOLE
FI N.I.S.-
0.M391111.43'N: HYD. P. O.H.W. W ED w P.P. r
CONIC 50.44'
P.P. ASPHALT DRIVE & PARKING
N, BUILDING UNDER CONSTRUCTION
7'HIG $
.. CON A
DESCRIPTION:( WARRANTY DEED OFFICIAL RECORDS BOOK 2846, PAGE 775, ST LUCIE COUNTY, FLORIDA) WALL �I 13. 0 3
BEGINNING AT THE SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 22, e( msLAe o a
TOWNSHIP 36 SOUTH, RANGE 40 EAST, RUN SOUTH 27 DEGREES 38' EAST, 210 FEET TO THE NORTH LINE `� V °`P o P�' 10.00 m
OF RIO MAR DRIVE; THENCE RUN SOUTH 62 DEGREES 22' WEST ALONG RIO MAR DRIVE 30 FEET; THENCE P5v m I� D.H.W.
RUN NORTH 27 DEGREES 38' WEST, 225.83 FEET; THENCE RUN NORTH 89 DEGREES 49' WEST, 555.72 FEET o I SET NAIL &
TO THE SOUTHWEST CORNER OF THE HEREIN DESCRIBED PARCEL, SAID SOUTHWEST CORNER BEING LOCATED 8 Q FD. NAIL 164 89'(C.) DISK
NORTH 89 DEGREES 49' WEST OF AND 589.64 FEET DISTANT FROM THE POINT OF BEGINNING; THENCE FROM �& DISK 164.04'(D.)
SAID SOUTHWEST CORNER, RUN NORTH 00 DEGREES 07' EAST, 800.00 FEET; THENCE RUN SOUTH 89 DEGREES 5.99'
49' EAST, 400.00 FEET; THENCE RUN SOUTH 00 DEGREES 07' WEST, 150.00 FEET; THENCE RUN SOUTH 89 S 89'49'00'E-158.90(M.)(C.)I
DEGREES 49' EAST, 164.04 FEET TO THE WESTERLY RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 1; THENCE 20.05• S 04'50'08" W
RUN SOUTHEASTERLY, ALONG SAID RIGHT OF WAY LINE, BEING A CURVE CONCAVE TO THE NORTHEAST TCHAIN LINK
HAVING A RADIUS OF 1952.08 FEET AND AN ARC DISTANT OF 310.62 FEET, THE CHORD OF SAID CURVE FENCE o 27.65'
o ASPHALT DRIVE & PARKING ( SET. NAIL
BEARS SOUTH 12 DEGREES 00' 05" EAST, SAID CHORD BEING 310.29 FEET; THENCE RUN NORTH 89 CO c z $ & DISgEK� 50 0 50 100 150
DEGREES 49' WEST, 101.01 FEET; THENCE RUN SOUTH 00 DEGREES 07' WEST, 229.94 FEET; THENCE o ADIAL BEARIR� -
RUN SOUTH 27 DEGREES 38' EAST, 132.02 FEET TO THE POINT OF BEGINNING. CONIC. TRAFFIC DIVIDER a IN $1'45'24"E
it
TOGETHER WITH THE RIGHTS ESTABLISHED IN THE INSTRUMENTS RECORDED IN O.R. BOOK 312, PAGE 80.00' I 0
1621; O.R. BOOK 312, PAGE 1611 AND O.R. BOOK 744, PAGE 1010, PUBLIC RECORDS OF ST. LUCIE' 2 88' sD ON °D cuesC' Scale 1 ' - 50'
COUNTY, FLORIDA. �B CURBED GRASS
SAID LANDS SITUATE IN UNINCORPORATED ST. LUCIE COUNTY, FLORIDA.
& ISLAND TRAFFIC OLD R/W LINE OF
a DIVIDER U.S. HIGHWAY N0.1
(n oL.P. (TYPICAL) a L. N G
a 7 s o -R,/W LINE PER F.D.O.T. R/W Q=
A MAP SECTION 94010-2500
O ASPHALT PARKING AND DRIVE 24' z w S1QQ �" ( JULY 2001) ,�� 0.
z (PARKING SPACES NOT DELINEATED) �� POLES
ICE w 1 Z
0m \\\VVv\\\ HOUSE
a o
2.81' Sow > O opy
O SB x <z Irn� ��
Q ^ a m - RADIUS 1952.08 (f)
O ELECTRIC a v Z ARC
= 310.62' Z
SURVEYOR'S NOTES: O c NC. 25` EOUIP. c POTABLE (n
d P P. CONIC � WA1ER DISPENSING n 1 C.B.-S 12'00*05"E
1. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY IS _ 570014 O N CHORD DISTANCE - 310.29' �..P
SLAB Z ul PER DEED)
PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY. ( 5J-17 F.A.C. ) IRE ; (/ ` III���
2.) THIS SURVEY AND RESULTANT DRAWING IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL s YD '
SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. ( 5J-17 F.A.C.) 59.92' Y
m 'v
3.) THE BASE OF BEARINGS UTILIZED HEREON IS THE PROPERTY DESCRIPTION PROVIDED, MORE m o \
SPECIFICALLY THE SOUTH BOUNDARY LINE WHICH BEARS NORTH 89 49 00 WEST ALL 7. HIG g coNc. TRAFFIC DIVIDER N
OTHER BEARINGS ARE RELATIVE THERETO. C NC. ELECT. (TYPICAL) 1;It711,1r�1`�fft »,
4. THIS SURVEY WAS COMPLETED WITHOUT THE BENEFIT OF A FULL SEARCH OF THE PUBLIC RECORDS. V ALL W EOUIP. N _
5.02' 30' ` L P \ G
THERE MAY EASEMENTS, RIGHTS OF WAY AND/OR RESTRICTIONS OF RECORD NOT DELINEATED z I=
^pp�N
.ASPHALT ENTRANCE ROAD
ON THIS DRAWING o a �5.02 -2d INGRESS/EGRESS RPp\P 0 2
ELECTRONIC DATA IS TRANSMITTED FOR YOUR CONVENIENCE AND IS THE SOLE PROPERTY OF C.A. o I� ns ''� _ -
5.) ELEC o 12 c' FD. EASEMENT -
MITCHELL AND ASSOCIATES, INC. BY ACCEPTING DELIVERY HEREOF, THE RECIPIENT HEREBY AGREES
`.d 1Qn � Chi
TO INDEMNIFY AND HOLD C.A. MITCHELL AND ASSOCIATES, INC., HARMLESS FROM ANY LIABILITY Qo n> 'v 24 DISK N 9� 9'OO"W 12.53' I
RESULTING FROM THE USE OF THIS DATA. ELECTRONIC DATA IS SUBJECT TO CHANGE AND Z D D Nm� _ FD. NAIL &
COORDINATION OF UPDATES IS THE RESPONSIBILITY OF THE RECIPIENT. INFORMATION CONTAINED 1 89.22'(M.)(C.)
ON THE DIGITAL COPY OF ANY DRAWING IS NEITHER CERTIFIED BY C.A. MITCHELL AND ASSOCIATES, INC., n o A DISK
no� zs 11.4o I 101.01'(D.)
NOR INTENDED TO TAKE THE PLACE OF A CERTIFIED SURVEY, DRAWINGS OR DOCUMENTS. THE ONLY I� W I 101.75'(C.)
OFFICIAL DEPICTION OF THIS INFORMATION IS THE ORIGINAL GRAPHIC DRAWING_ ON FILE IN OUR OFFICE _ o
OR A VALID SIGNED AND SEALED COPY. UNDER NO CIRCUMSTANCES WILL ANY OTHER GRAPHIC OR 8 01
DIGITAL FORM OF THIS INFORMATION SUPERCEDE IT. m A N
o
N p
6.) THIS SITE IS LOCATED 1N FLOOD ZONE "X", PER F.E.M.A. FLOOD INSURANCE HATE MAP NUMBER ��
18' � a
12111CO280J, EFFECTIVE DATE OF FEBRUARY 16, 2012, ASPHALY DRIVE PARKING i v
7.) THERE ARE SELECTED EXISTING FEATURES LOCATED ON THIS PROPERTY THAT ARE NOT SHOWN ON
THIS SURVEY. THEY INCLUDE SANITARY SEWER MANHOLES, DRAINAGE BASINS, GROUND LEVEL VALVES ��
AND UTILITIES. THERE ARE UNDERGROUND WIRES, DUCTS. PIPES, CULVERTS CONDUIT ETC. WHICH ARE g�
NOT SHOWN ON THIS SURVEY. f
30'
ANCHO 11.5' w 1
71.02' o '
n
„1 I SB CONc w a O a
'SLAB
o s
a t . CONIC j Q dS a _ .... _.. P P. 30 ------
CURBED w 0 Q
ISLAND (9. ¢ • Z y
�,�• PARKING W x O - ...
1 DIVIDERS. w Q ? ; -i
ASPHALT DRIVE --/ (TYPICAL) a N 0]
1 o FD. NAIL &DISK
FR
lit At (1 AVE
C. A. MITCHELL AND ASSOCIATES, INC. °NIPS1I fit`
'PEAR // FIRE HYD. COVERED CONCRETE WALK cn I I �1�����
( CERTIFICATE OF AUTHORIZATION NO. 4276)o. N 23''S' i: 1 i t
ESTABLISHED 1985 �ZE W o 28 g 8 0.42 yfSj h,4ty
1 STORY COMMERCIAL BUILDING Lr r ACT&'
GRASS 74.87 \ •
OD
m
CHA
IN " "
LINK � 3g.e5• 8 Off. Va FD. 4 X4 I
FENCE ASPHALT DRIVE �0 6g I - CONCRETE MONUMENT
49.77• C� LEGEND:
SET pa s'cHAly Nw 72.70' coNc: r FD. = FOUND
LINK au w \ a.E CORNER OF THE N.E. 1/4 OF THE
FENCE J N N N w cuaBlNc N.W. 1/4 OF SECTION 22, TOWNSHIP 36 I.R.& C. = IRON ROD AND CAP
I.R.& C. O.H.W. OD w ASPHALT DRIVE
PP. ANCHOR
ED 4. i.3 w BST \ z SOUTH, RANGE 40 EAST. (P.) PLAT
33.92' POINT OF BEGINNING FOR DESCRIPTION �, = DCALDCULATED
JULY 10, 2013 s'CHAIN LINK 11011RECORDED IN OFFICIAL RECORDS BOOK (C.)
��(M.) MEASURED
I� R&; C N 89 49 00 W 555.72 FENGE SET 2 Lit
2846, PAGE 775, ST. LUCIE COUNTY, FLORID,
r ^ 0. OHW = OVERHEAD WIRES
CLI A. MITCHELLNAIL & 2 ��s a R/W = RIGHT OF WAY
.EGEFED LAND SURVEYOR AND MAPPER \-SOUTHWEST CORNER of DESCRIBED PARCEL DISK �� 711
PP .per C/L =CENTERLINE
N 89'49' W, 589.64' FROM POINT OF BEGINNING c
=-FU*1fA= REGISTRATION N0. 3541 ( SINCE 1982) HOUSE FPL - FLORIDA POWER & LIGHT
VACANT � �cA. ��ss's �� BST =BELL SOUTH TELEPHONE
cs ® 9 O P.P. =POWER POLE
1 2c^ 0s 9P` 00. L.P. = LIGHT POLE
CA = CENTRAL ANGLE
DRAWN BY: C.A.M. APPROVED BY: M.E
DATE: JULY 11, 2013 PRa, NO, 4585
4585 DWG. File name: C: ,EPSA\4585
REVISIONS
F �
°
C.M. _ CONCRETE MONUMENT
ti
SB SETBACK TO PROPERTY LINE
v
CONIC, = CONCRETE
CATV CABLE TELEVISION
N.I.S. = NOT IN SERVICE
as
4'HIGH
CONC WALL
FD. I.R.
SET-
NORTH LINE RICE MAR
DRIVE
NAIL & DISK P.P
S 62'22'00"W
O.H.W.
30.00'
PROJECT _
SHT. NAME
Sm. NO.
C.A. MITCHELL AND ASSOCIATES, INC.
EXISTING SAINT LUCIE
PLAZA SHOPPING CENTER
ONE
a
Sys
LAND SURVEYOR'S AND MAPPERS GEOMATIC CONSULTANTS
BOUNDARY SURVEY KITH
IMPROVEMENT LOCATIONS
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7159 S. US HIGHWAY 1
PORT ST. LUCIE, FL 34952
:ARCHITECT:
stephan daren architect
1445 SW Sandpiper Way
Palm City, Florida 34990
Tel.: 772-260-3951
MEP ENGINEER:
Jones & Conde, LLC
- 4440 PGA Boulevard
Palm Beach Gardens, Florida 33410
Tel.: 561-309-9017
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PL
AN RE
VIEW
NOT TO SCALE
DRAWING INDEX
ARCHITECTURAL
A-1 OVERALL FLOOR PLAN, LIFE SAFETY PLAN & NOTES
A-2 ENLARGED PLANS & DETAILS
ELECTRICAL & PLUMBING
ME-1 ELECTRICAL & PLUMBING PLANS, NOTES & DETAILS
ELEC:
DATE:
PLUM : 3
DATE:
MECH:
DATE:_
i
9 FE e I O 4 FE EXISTING
145(360) EXISTING EQUIPMENT
FREEZER ROOM
EXISTING 6(180)
STORAGE 9
-- - 1 6(360) __- — - — -- —
EXISTING "�
MEWS m EXISTING
m RR a COOLER EXISTING w
KITCHEN a
a EXISTING
— CORRIDOR 2,416 S.F. _ 12 OCC. >
200 S.F.1000. -
I
To o� 0L_
0 EXISTING
RR - - - -�
0 I EXISTING
_LLq9 I COOLER
NEW
139(360)
�E
PLATFORM
EXISTING
DINING AREA
NEW
PLATFORM
w
U
5,105 S.F.
15 STJOCC. - 340 OCC.
U
Q
NEW N
ACCESSIBLE
PLATFORM
Unil
REMODELED
® BAR AREA
m 'it— 139(180)
FE
rQ-9i
e e
39(180) 38(180)
EXISTING EXISTING
DINING ROOM LOBBY
1,154 S.F. = 77 OCC.
15 S.F./OCC.
9
r
_q�14" A.F.F.
T.O. PLATFORM
4
N
41' A.F.F.
T.O. PLATFORM
i M1
�33"A.F.F.
T.O. PLATFORM
23' A.F.F.
T.O. PLATFORM
J
,i.114" A.i .F
V T.O. PLATFORM
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WALL, TYP.
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0
-BUILDING CODE INFORMATION
BASED ON FLORIDA BUILDING CODE 2010
I I
BUILDING TYPE:
FE
EXISTING
TYPE IIB CONSTRUCTION SPRINKLERED
EQUIPMENT
ROOM
TENANT AREA: 10,382SF
.00CUPANCY: GROUP A-2, ASSEMBLY
-
OCCUPANT LOAD:
ASSEMBLY: 6,259 SF115 SF PER OCC = 417
O
KITCHEN: 2,416SF/200 SF PER OCC =12
TOTAL = 429 OCCUPANTS
- -- --
-- -- —
LEVEL OF ALTERATION (PER EXISTING BUILDING CODE): LEVEL 2
EXIT REQUIREMENTS:
EXISTING
Dead end limit -maximum condition 20 Feet
COOLER
Travel distance to exit -maximum condition 250 Feet
SPECIFIC NOTES
1 EVERYTHING IS EXISTING UNLESS NOTED OTHERWISE. SCOPE OF
WORK INCLUDES BAR AREA REMODEL, CONSTRUCTION
OF PLATFORMS, RE -PAINTING AND NEW TILE FLOORING.
0
2. EXISTING ROOF STRUCTURE CONSISTS OF METAL DECK
OVER STRUCTURAL STEEL JOISTS.
-
3. EXISTING MEZZANINE SHALL BE USED FOR STORAGE ONLY.
AND SHALL NOT EXCEED AN OCCUPANT LOAD OF 5 PEOPLE
REV #_i
DATE
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Z w LL0
EXISTING AT ANY GIVEN TIME. W -t
COOLER ,,�( Q M
4. ALL MECHANICAL SYSTEMS ARE EXISTING TO REMAIN. W W > J
LL
5. FIRE SPINKLER SYSTEM IS EXISTING TO REMAIN. ® m � LLI
d
NE � —i � J ~
0 0
NEW STAIRS
EXISTING
DINING AREA
TYP. PLATFORM FRAMING,
%" PLYWOOD ON 2X4 WbOD STUD 0
WALLS @ 16" O.C. W1 STUD SPACING
@ 24" O.C. MAX (SEE DETAIL 101A-2
FOR ADDTL INFO) EXIST. STEEL COLUMN, TYP
LIFE SAFETY NOTES
1, OCCUPANCY TYPE SHALL BE ASSEMBLY GROUP "A-2"
2. FIRE STOPPING AND DRAFT STOPPING SHALL BE PROVIDED ATANY
CONCEALED SPACE IN WHICH EXPOSED MATERIAL HAS A FLAME -
SPREAD RATING LESS THAN CLASS -A.
RATED ASSEMBLIES
3. FIRE RATED WALL ASSEMBLIES SHALL EXTEND FULLY FROM THE
FLOOR TO THE STRUCTURE 6 DECK ABOVE. ALL PENETRATIONS OF
RATED ASSEMBLIES SHALL BE PROTECTED PER NFPA 101, BY FIRE
DAMPERS, SLEEVES OR FIRE CAULKING BY A U.L. APPROVED METHOD.
4. PROVIDE UL RATED SYSTEM AT ALL PIPE, DUCTWORK, STRUCTURAL STEEL
AND METAL JOIST PENETRATION OF FIRE -RATED WALLS.
5. BUILDING EXIT DOORS REQUIRED BY CODE SHALL HAVE PANIC DEVICES
AND SWING IN THE DIRECTION OF EGRESS.
REQUIREMENTS
6. ALL CORRIDORS AND NORMALLY OCCUPIED ROOMS
SHALL BE EQUIPPED WITH EMERGENCY LIGHTING.
7. FIRE EXTINGUISHERS SHALL BE PLACED AT INTERVAL NOT EXCEEDING A
TRAVEL DISTANCE OF 75'. —
LIFE SAFETY SYMBOLS LEGEND
EXISTING TWO HOUR FIRE RATED WALL. ALL
OPENINGS AND MECHANICAL PENETRATIONS
SHALL BE PROTECTED TO MAINTAIN THE
INTEGRITY OF THE FIRE RATING FOR THE WALL.
P
PRIMARY MEANS OF EGRESS
e
EMERGENCY EXIT LIGHT
WALL HUNG FIRE EXTINGUISHER
O
1
OCCUPANTLOAD
XXX(XX)
T
OPENING EGRESS CAPACITY
u
EMERGENCY LIGHTS
FACE COpk
_1
UYNAN ilk
NOT TO SCALE
4
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DRAWN BY
SDC
CHECKED BY
SDC
DATE
9-13-2013
SCALE
AS NOTED
JOB #
213005
SHEET#
A-
I
I
,
o
EXIST. CEILING TO REMAIN
11
2'4" 1' 0"
+
EXIST. WALL TO REMAIN
(3)11" TREADS
1%"DIA, 34" H. HANDRAIL
MODIFY EXISTING WALL TO
ACCOMODATE NEW OPENINGS
NEW BAR TOP
a4„ HARDWOOD
TREAD & RISER
23"AF.F.
T.O. PLATFORM
07
INTERIOR ELEVATION
," PLYWOOD
GLUED & SCREWED
SCALE:1/4" = V-0'
4„
2x4 WD STUD WALL @ 16" O.C.
WI STUD SPACING @ 24" O.C.
"
+
0'_p"
aa:
° °
FIN. FLOOR
EXIST. CEILING TO REMAIN
EXIST. CONC. SLAB
EXIST. WALL TO REMAIN
2X12 WD STRINGER @ ENDS & 16" O.C., MAX
I
11
STAIR SECTION
-
o
CUT DOWN PORTION OF
EXIST. WALL
NEW CAP ON EXIST. WALL
Z4
Eo
TREADS %" DIA, 34" H. HANDRAIL 08 INTERIOR ELEVATION
SCALE:1/4" = V-0"
o
N
"HARDWOOD
DEMOLITIONPLAN KEY NOTES
— — EXISTING TO BE REMOVED
EXISTING TO REMAIN
OREMOVE PORTION OF EXISTING WALL TO ACCOMODATE NEW
PASS -OPENING PER PROPOSED PLAN.
OREMOVE PORTION OF EXISTING WALL
AS SHOWN ON INTERIOR ELEVATIONS
OREMOVE EXISTING CABINET, COUNTERTOP & SHELVING,
REMOVE EXISTING SINK RELOCATE PLUMBING TO
OACCOMODATE NEW KITCHEN LAYOUT AS SHOWN ON
PROPOSED PLAN.
OREMOVE EXISTING FLOOR FINISH & PREP SLAB TO RECEIVE
NEW FINISH.
OREMOVE EXISTING EQUIPMENT AND TERMINATE UTILITIES
AS REQUIRED.
ORELOCATE EXISTING VENT PIPE AS SHOWN ON PROPOSED
PLANS.
1'4- EQ 1'4EQ P-4„
3
EXIST. STEEL COLUMN
EXIST. FLOOR DRAIN
-- 2
1, 4„ EQ V-4" EQ 1'-4„
01 ENLARGED DEMOLITION PLAN
BAR AREA SCALE: 1/4"= V-0"
07
A•2
FURNITURE BY TENANT, TYP.
c t22'-9" NEW COUNTERTOP @ 42" A.F.F.
EQ V-4- EQ 1,-4"
\/
V-6"
4 4 T-O„
OS — EXIST. FLOOR DRAIN EXIST. STEEL COLUMN M p8
A2 Opp 6 FD
U
EN
TREAD & RISER _ . - a - — - - - -
a4„PLYWOOD PLYWOOD DECK
GLUED & SCREWED - WALL BEYOND
ON 2X4 WOOD STUD o a ( 1 ( \ ( 1 ( \ ( ( ( (^ (^ (^
N v 14" A.F.F. WALL @ 16" O.C. o o
T.O. PLATFORM SEE DETAIL 101A-2
4„ ' ( ) �, '- � � a NEW COUNTERTOP @ 42" A.F.F.
Ev SLOPE 1:12'
2x4 WD STUD WALL @ 16" O.C. 14" A.F.F. 1' 4" EQ 1'-4" EQ 1'-4"
W/ STUD SPACING @ 24" O.C. V T.O. LANDING
a- 4am 1-01111 low f22'-y,,
0,0"
° a FIN
N, FLOOR Q
TOP OF PLYWOOD TO ALIGN
PLYWOOD DECK 07
EXIST. CONC. SLAB ON 2X4 WOOD STUD 1 1/2" DIAMETER VERTICAL WI TOP OF FLOOR FINISH A 2
EXIST, CONC. SLAB i SUPPORT, TYP
WALL O DE16lQ.C. 02 ENLARGED PROPOSED PLAN
2X WD BLOCKING @ ENDS & 16" O.C., MSC - EXIST. CONC. FOOTING WALL
@ DETAIL 101A-2)
BAR AREA SCALE: 114"= V-0"
12 AIR SECTION. ST
AIR
E
09 RAMPS CTION
SCALE: 1/4" =1'-0"
EXIST. WALL -1 1/2" DIAMETER
5'-0' t14'•0' ALUMINUM HANDRAIL MAX SLOPE 1: 12 091A-2
q
EXISTING ACOUSTIC LAY -IN CEILING z 14" A.F.F.
LANDING RAMP LENGTH T.O. LANDING
4'4' 1,-0,, EQ EQ EQ EQ 1'-0" - —
3000 PSI CONC. TO MATCH EXISTING
THICKNESS BUT NOT LESS THAN 4". ° PLYWOOD DECK - — -- — WALL BEYOND —EXISTING MTL STUD PARTITION 5'-0 t14'-0" 1 6'
12„ ON 2X4 WOOD STUD o a LANDING
WALL @ 16" O.C. c '
21' 8„ 2„ (SEE DETAIL 10/A-2) N o o
SLOPE 1,12 o NEW MTL STUD TRACK
#3 MIN @ 8" O.C.
N
J,14" A.F.F. �-- '-
(WIDTH TO MATCH EXIST.)
• .e V T.O. LANDING
03 ENLARGED RAMP PLAN
EXIST.CONC.SLAB
THICKENED EDGE WI (2) #5 112" EXPANSION JOINT
% \ NEW 2X WOOD HEADER SCALE:1/4" = V-0"CONC. SLAB CONCRETE SLAB W/ WWF (WIDTH TO MATCH EXIST.)
SX8 THICKENED EDGE
\!l 11/2"DIAMETERVERTICAL
VAPOR BARRIER #3 MIN @ 16" O.C. STAGGERED x TRENCH WIDTH. REMOVE PORTION OF EXISTING WI (1) 45 REMOVE PORTION OF EXIST. WALL 11IA-2
DRILL & EPDXY 4" INTO EDGE OF EXISTING SLAB SLAB TO ACCOMODATE NEW RAMP SUPPORT, TYP. TO ACCOMODATE NEW OPENING.
MID -DEPTH EXIST. CONC. FOOTING GRADED AND (REFINISH OPENING AS REQ'D) 23' A.F.F. OL
TYP. SLAB ON GRADE PATCH COMPACTED EARTH v T.O. PLATFORM �'
AT MECHANICAL/ELECTRICAL TRENCHES �/�BELOW CONC. SLAB 34" H. HANDRAIL, TYP.
09A ALTERNATE RAMP SECTION � NEW GRANITE COUNTERTOP @ 42" A.F.F.
OVER 314" PLYWOOD BACKING 3'-0" 1'-0" 1 " 11" 11" 11"
UP I;,
(REINFORCE EXIST WALL AS REQ'D)
SCALE:1/4' = V-0"
13 TYP. TRENCH DETAIL 4 EQ.
ISERS
SCALE: 3l4" =1'-0"
'/a" PLYWOOD GLUED & SCREWED TO STUD LIVE LOAD =125 PSF NEW 2X WOOD SUPPORT T j WALL WI2%2" LONG WOOD SCREWS@ 12" O.C.(WIDTH TO MATCH EXIST.) 04 ENLARGED RAMP j` �P PT A N
2x4 WOOD STUD WALL @ 16" O.C. W/ STUD SPACING @ 24" O.C. WOOD VENEER jy jJ \CylVl jJ[�j
(FASTEN STUDS TO TOP & BOTTOM PLATE W/ (2)12d NAILS EA SIDE, TYP.) ON EXIST, WALL NEW MTL STUD TRACK SCALE: 1/4" = V-0"
(WIDTH TO MATCH EXIST.)
E;
" " EXISTING MTL STUD PARTITION
14" A.F.F.
g " EXISTING BASE a T 0 PLATFORM
w " " FINISHED FLOORING c
34" H. HANDRAIL, TYP.
. "
v
a o 121A-2
8' LONG 2X4 WD BRACING @ EACH WALL Y4" X 3' LONG TAPCON EXISTING CONC. SLAB
(NAIL TO EACH STUD & TOP & BOTTOM PLATES @ 48' O.C., MAX
W/ 12d NAILS AS SHOWN) {2) EQ
COT. C R
9LA8 RISE EXIST. N S
10 TYP. PLATFORM FRAMING DTL 06 WALL SECTION 05 ENLARGED DAMP PLAN
SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 114" = V-0"
EQUIPMENT SCHEDULE
ITEM#
DESCRIPTION
1
BUILT IN CABINET
2
48" x IQ" ICE BIN
3
3 COMPARTMENT SINK
4
30 x 19" ICE BIN
5
HANO WASH SINK
6
REFRIGERATOR
7
KEG REFRIGERATOR
8
36 x 24" ICE BIN
REV #
DATE
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DRAWN BY
SDC
CHECKED BY
SDC
DATE
9-13-2013
SCALE
AS NOTED
JOB #
213005
SHEET#
A d
AIR ADMITTANCE
VALVE, TYP.
ROUTE NEW T VENT TO EXIST.
2" VENT FROM THE SINK THAT
IS BEING REMOVED. FIELD VERIFY 1" FROM ICE BIN HAND
EXACT LOCATION. SINK
r�
AAV
BAR
SINK NEW 1 Y4"
IN WALL 1" FROM ICE BIN
IN WALL ^ J HUB DRAIN
1" FROM ICE BIN FOR ICE AAV
AAV NEW 2"
IN WALL
HUB DRAIN
EXIST. FOR ICE
" FIUB DRAIN 1"FROM ICE BIN
�� FOR ICE AAV
HUB DRAIN NEW 1 Y2"
EXIST. 1 — FOR ICE IN WALL
V
3" SAN EXIST. \
3" F.D.
NEW T
SAN
SANITARY ISOMETRIC DIAGRAM
NOT TO SCALE
HAND
SINK
i
BAR
SINK / yH&C
Y2'H&C
CONNECT TO EXIST.
V H & C WATER LINES
WATER ISOMETRIC DIAGRAM
NOT TO SCALE
K,
PANELBOARD SCHEDULE 'B' (EXIST)
120/208 VO
TS 3 PHASE 4 WIRE 400 AMP BUS 42 BRANCH POLES X FULL NEUTRAL.
SURFACE MOUNTING
400 AMP MAIN C.B. SHORT CIRCUIT I= 22,000 AMP-SYM-RMS
COND. &
WIRE.
AMPS
LOAD
-
BKR
C
K
T
B
U
S
C
K
TP
BKR
LOAD
AMPS
COND. &
WIRE
A
B
C
P
A
A
A
B
C
1/2' #12
14
WALK IN COOLER - EXIST
2
20
1
2
2
20
HOOD EF - EXIST
9
1/2, #12
14I
1
11
3
4
11
1
9
14
WALK IN COOLER - EXIST
2
20
5
6
2
20
HOOD EF -EXIST
9
14
1
11
7
8
11
1
9
17
WALK IN FREEZER - EXIST
2
20
9
10
2
20
HOOD SF - EXIST
8
17
1
1111
12
11
1
a
1/2' #10
26
DW WITH BOOSTER - EXIS
3
30
13
14
2
20
HOOD SF -EXIST
8
26
15
16
1
1
1
8
?6
17
IS
2
20
GRILL EF - EXIST
6
1/2' #12
10
REF TABLE - EXIST
1
20
19
20
1
1
1
6
10
21
22
2
20
GRILL SF - EXIST
6
10
23
24..
_L
1
1
6
13
REFRIGERATOR - EXIST
25
26
1_
20
REFRIGERATOR - ITEM #7
5
1/2' #12
112, #10
18
ICE MAKER - EXIST
2
30
27
2B
SPACE
18
1
1
_L
29
30
20
ICE CREAM - EXIST
3
30
31
32
20
'I:
33
34
20
35
36
1
20
REFRIGERATOR - ITEM #7
5
1/2' #12
1/2, #12
51
REFRIGERATOR - ITEM #6
1
20
37
38
3
125
EXIST SUB -PANEL 'C'
49
1 1/4' #1
1
4
CASH REG - EXIST
1
1
39
40
47
SPACE
41
a2
39
)K TOTAL AMPS BUS A= 151 BUS H= 149 BUS C= 140 CONNECTED KVA=
3K THE NOTED DIRCUIT IS A NEW CIRCUIT TO THIS PANEL ALL OTHER CIRCUITS ARE SNG TO REMAIN:
XE
Xc
)KW THE TDTAL BUS AMPS ARE BASED ON THE EXISTING AS -BUILT DRAWINGS PLUS THE4NErW LOAD AS SHOWN,
,.
NOTE:
THERE IS NO INCREASE IN SERVICE LOAD AS THE
EQUIPMENT BEING REMOVED FROM THE BAR AREA
EXCEEDS THE LOAD OF THE NEW EQUIPMENT.
EXIST.120/208V, 3PH, EXIST. 800 AMP CONDUIT w J
/ E &FEEDER70REMAIN NOTE:PANEL'B'HASA3P,
/ FROM FPSERVIC r — — — — — — PANEL'C'THAT IS FEEDING
r $ 1
w EXIST.125 ONDUIT
I I & WI REMAIN
[ EXIS � .
EXIST 1
ST
I M\ f IS7
L -/J
i
I 400A I I
I
400A J
i 225A
I CAN
I 800
3
I MCB I
MCB
-{ MCB
I+—
J 800
I PANEL I I
PANEL II
PANEL
L _A. J L
_B, _T . -C— J
I
4 — — J
— — L��—
—
EXIST. 400 AMP CONDUIT
W— —
i
F_
I & WIRE TO REMAIN
Rl�-------
— — —
— — -
"> ''
EXIST. WIREWAY TO REMAIN
Oft'GiND
=1—
TO RE
N
AL CTRICAL RISER DIAGRAM
NOT TO SCALE
T
I
NEW 1Ys" IN WALL
r - = AAV
EXIST
EXIST. 3" SAN ' 2" SAN N
HUD
DRAIN
EXI 7
F.D.
— � NEW 2" SAN
I
HU
i
PLUMBING PL
AN
CONNECT TO EXIST. 2" DRAIN
FROM THE EXIST. SINK THAT
IS BEING REMOVED
NEW 2" IN WALL
NEW 1Y" IN WAIL
AAV _ AAV
— — — — — —
NtW H NEW
BAR D HAND
SINK SINK
N 1Y2' IN WALL
SCALE:1/4" = V-0"
PLUMBING NOTES
ELECTRICAL NOTES:
LALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE
LELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW
WITH APPLICABLE LOCAL CODES, RULES AND ORDINANCES.
ELECTRICAL WORK INDICATERCONSTRUCTION SHALL BE IN ACCORDANCE
WITH DRAWINGS AND APPLICABLE SPECIFICATll7NS,IF A PROBLEM IS
2.PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY
ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT,CONTRACTOR SHALL
FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS.
NOTIFY THE OWNER OR HIS REPRESENTATIVE AS SOON AS POSSIBLE
AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT
3,ALL MATERIALS SHALL BE NEW.
PORTION OF THE WORK UNTIL OWNER HAS DIRECTED CORRECTIVE ACTION.
4,REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR
2,ELECTRICAL CONTRACTOR SHALL VISIT JOB SITE AND FAMILIARIZE
FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR
HIMSELF WITH ALL CON➢ITIONS AFFECTING ELECTRICAL AND TELEPHONE
THE ➢URATION OF THE WORK.
INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF,
5,PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES,
3,ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL
INSPECTIONS AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND
ELECTRIC CODE AND THE FLORIDA BUILDING CODE.
APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING
EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL
4.DO NOT !SCALE THE ELECTRICAL DRAWINGS,REFER TO ARCHITECTURAL
INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES.
PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM
WITH OWNERS REPRESENTATIVE.
6,DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION
OF FIXTURES, PIPING AND EQUIPMENT.
5.MINIMUM WIRE SIZE SHALL BE #12 A,W,G EXCLUDING CONTROL WIRING.
UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER WITH THHN
7,ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID
INSULATION.
INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION, REPORT ANY
DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING
6,DUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST
CONSTRUCTION.
ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL
ENCLOSURES FOR OTHER CLASSIFIED AREAS.
&VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL
EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE
7,CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE
ENGINEER OF ANY ➢ISCREPANCIES.
FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF
ACCEPTANCE.
9,ABOVE GRADE DOMESTIC WATER PIPE SHALL BE TYPE 'L' HARD DRAWN COPPER
WITH CAST BRASS OR WROUGHT COPPER FITTINGS & NO LEAD SOLDER. BELOW
&.CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL
GRADE DOMESTIC WATER PIPE SHALL BE TYPE 'K' COPPER, PIPES PASSING
CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE
THRU THE SLAB, BEAMS, OR BLOCK WALLS SHALL BE PROTECTED FROM
OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY.
CORROSION PER FPC-305.1. PIPES PASSING THRU FOUNDATION WALLS SHALL BE
PROTECTED PER FPC-305,5,
9.ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST
PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE
lOSOIL, WASTE, & VENT PIPING. SHALL BE CAST IRON OR SOLID WALL SCH 40
PVC IF CODE PERMITS.
1O,CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND
1LBELOW GRADE GAS PIPING SHALL BE POLYETHYLENE PLASTIC PIPE INSTALLE➢ PER
TESTING. CONTRACTOR TO OBTAIN PERMIT ANR APPROVED SUBMITTALS
FBC-FUEL GAS SECTIONS 403 & 404, ABOVE GRADE EXPOSED GAS PIPING SHALL BE
PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT,
SCH 40 GALVANIZED PIPE. ABOVE GRADE CONCEALED PIPING SHALL BE SCH 40
GALVANIZED PIPE.
ILTHE ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF
POWER AND TELEPHONE COMPANIES.
12.DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL
IN PIPING AND EQUIPMENT CONNECTIONS.
12.CONTRAGTOR SHALL COORDINATEWITH MECHANICAL DRAWINGS AND
PROVIDE ALL NECESSARY CONTROL WIRING,
131SOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD,
14.PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND
13,ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE
WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE
HACR TYPE CIRCUIT BREAKERS OR FUSED SWITCHES AS INDICATED.
(1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY
ECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL
14.PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES,
CLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE
COVER PLATES, DEVICES FOR ALL OUTLETS AS INDICATED.
INSTALLATION WHICH MAY HAVE BEEN DAMAGED,
.000
15,CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING
13,ALL CONDENSATE DRAIN PIPING SHALL BE SCH 40 PVC.
REQUIRED IOF HIS WORK.
16,TEST DOMESTIC WATER TO HYDROSTATIC PRESSURE OF 100 PSI AND
16,ELECTRICAL CONTRACTOR SHALL LABEL EXTERIOR OF ALL PANELS AND
REMAIN LEAK FREE FOR 24 HOURS.PROVIDE ALL NECESSARY TEST
PROVIDE COMPLETE TYPEWRITTEN DIRECTORIES.
EQUIPMENT, PERFORM TEST IN PRESENCE OF OWNER'S REPRESENTATIVE,
ENTER TEST RESULTS IN GENERAL CONTRACTOR JOB LOG,STERILIZE WATER
17.ALL ELECTRICAL AND TELEPHONE/DATA OUTLETS TO BE 113' AFF
PIPING WITH SOLUTION CONTAINING NOT LESS THAN 50 PARTS PER
UNLESS NOTED OTHERWISE, VERTICALLY MOUNTED.
MILLION OF CHLORINE AND ALLOW TO REMAIN IN SYSTEM FOR A PERIOD OF
EIGHT (24)HOURS. FLUSH SYSTEM AFTER STERILIZATION, ALL COST FOR
1&,ALL LIGHT SWITCHES TO BE AT 48' AFF,
STERILIZATION AND EQUIPMENT SHALL BE PROVIDED BY THE CONTRACTOR.
19,LAY IN LIGHT FIXTURES TO BE SUPPORTED AT ALL FOUR CORNERS AND
17ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS
TO STRUCTURE ABOVE.
AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH AND
GENERAL CONTRACTOR PRIOR TO INSTALLATION.
20.ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE
18, THE DESIGN & INSTALLATION OF THE PLUMBING SYSTEM & ALL APPURTEN-
ELECTRICAL CONTRACTOR, ALL ELECTRICAL WIRING FOR HVAC SYSTEM
ANCES SHALL COMPLY STRICTLY WITH THE APPLICABLE PROVISIONS OF THE
INCLUDING' CONTROLS, THERMOSTATS, POWER, ETC. SHALL BE THE
FLORIDA BUILDING PLUMBING CODE & THE LOCAL AMENDMENTS TO THE FLORIDA
RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.
BUILDING PLUMBING CODE.
21,PANELBOARDS, ALL CURRENT CARRYING BUSES SHALL BE COPPER, ALL
GROUND BUS BARS SHALL BE COPPER PANELBOARD ENCLOSURES SHALL BE
FURNISHED WITHOUT PRE -PUNCHED CONCENTRIC HOLES.AIC RATINGS SHALL
BE AS INDICATED ON PANELBOARD SCHEDULES',
22,DISCONNECT SWITCHES SHALL BE H,P, RATED,HEAVY DUTY, ENCLOSURES
AS REQUIRE➢ BY EXPOSURE.
23.ALL EXPOSED EXTERIOR CONDUITS SHALL BE RIGID METAL. ALL UNDERGROUND
CONDUIT SHALL BE SCH 40 PVC. INTERIOR LIGHTING AND RECEPTACLE CONDUIT
SHALL BE ,EMT,
ELECTRICAL PLAN NOTES
1. THE NOTED CIRCUIT IS AN EXISTING 1P, 20A DEDICATED CIRCUIT THAT IS BEING ABANDONED
AS PART OF THIS PROJECT. THIS CIRCUIT WILL BE RE -USED TO FEED THE NEW REFRIGERATOR.
THE EXISTING OUTLET LOCATION WILL NEED TO BE RELOACTED TO THE NEW LOCATION SHOWN.
THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID & INCLUDE ALL ASSOCIATED COSTS TO
PROVIDE THE NOTED CIRCUITING FOR THE NEW EQUIPMENT SHOWN.
2. IF THERE ARE ANY RECEPTACLES THAT ARE EXISTING & ARE NOT TO BE RE -USED OR RELOCATED,
THEY SHALL BE PROVIDED WITH A BLANK COVER PLATE IF THE WALL IS TO REMAIN. IF THE WALL
IS BEING REMOVED, THE RECEPTACLE SHALL BE REMOVED & THE CONDUIT & WIRING TERMINATED
ABOVE AN ACCESSIBLE CEILING.
CONNECT TO EXISTING BAR AREA
OUTLET CIRCUIT THIS IS BEING
ABANDONED IN DEMO WORK.
0
u1 EXIST. CKT EXIST. CKT
GFI B-36, NOTE 1 B-26, NOTE 1
080
;FLOC GFI GFI
f-di�1■�
EXIST. CKT
B-37. NOTE 1
LEGEND:
EXIST
EXISTING OUTLET TO REMAIN.
PROVIDE OR EXTEND EXISTING CIRCUITING AS SHOWN.
I RELOC
EXISTING OUTLET TO BE RELOCATED TO THE LOCATION SHOWN.
PROVIDE OR EXTEND EXISTING CIRCUITING AS SHOWN.
I NEW
NEW OUTLET TO BE PROVIDED IN LOCATION SHOWN.
RELOC PROVIDE OR EXTEND EXISTING CIRCUITING AS SHOWN.
GFI
— — — — NEW EXIST.— — — _LIV —
CONNECT TO EXISTING BAR AREA
OUTLET CIRCUIT THIS IS BEING
ABANDONED IN DEMO WORK.
,RICAL PLAN
SCALE: 1(4" = V-0"
j JONES & CONDE, LLC
^ 4440 PGA BOULEVARD
J`7p PALM BEACH GARDENS, FL 33410
CERTIFICATE OF AUTHORIZATION #29783
DAVID R JONES, PE #41042
TEL (561)309-9017
EMAIL: david-jones-conde®bellsouth.net
REV #
DATE
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DRAWN BY
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CHECKED BV
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DATE
9-13-2013
SCALE
AS NOTED
JOB #
213005
SHEET#
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