HomeMy WebLinkAbout300 E 3 St Plans GoodwillSIT11JI01 I IO
ARCHITECTS -DESIGNERS +ARTISTS
PERMIT SET:
MAY 18, 2018
Old Pier. Lake NAon, oe
erne we
@)l
S
W I'A0 1
z
Ac
r
W l st
GOODWILL WEST ORLANDO OUTLET
PROJECT DESCRIPTION
THE SCOPE OF WORK IS A LEVEL 2 ALTERATION OF AN EXISTING
MERCANTILE SPACE. ONE PUBLIC UNISEX RESTROOM IS BEING ADDED,
AND ONE STAFF RESTROOM IS BEING CONVERTED TO A JANITOR'S
CLOSET.
PROJECT LOCATION INFORMATION
Veterans ern i t Park
f
Seaford, Fl
>
F€�lr
(ir't nercial `t
Sanford Mu8crit , Fort Me 1 n
Paf-k
W -IOW Tr°' C E
V M
e i
' IryO
tf1
willri
c
ka a'
IF r,
III SE
L �I
Liao Circle Tour's3rd 5t j5
41h$t Centennial Farb E Ath St
IN Sth 81
E 5th
DO
M
1
0
Ob
SANFORD, FLORIDA
ARCH PROJECT NO. 18-200
300 EAST 3rd STREET
SANFORD, FL 32771
PARCEL ID: 25-19-30-5AG-0401-0070
ARCH. PROJECT NO. 18-200
SHEET INDEX DESIGN TEAM:
GENERAL
G0.000 COVER SHEET
G1.101 LIFE SAFETY PLAN
F— ARCHITECTURE
A1.101 FLOOR PLANS
A3.101 SCHEDULES & DETAILS
PLUMBING
PROJECT SITE
P0.001 PLUMBING GENERAL INFORMATION
P1.101 PLUMBING FLOOR PLANS
MECHANICAL
M1.101 MECHANICAL FLOOR PLAN
ELECTRICAL
E0.001 ELECTRICAL GENERAL INFORMATION
E1.101 ELECTRICAL PLANS --& SCHEDULE
S.� NEQRD BUILDING Qll\ ISIUt4
A; 'E.:,"A' T ISSUED SHALL BE CONSTRUED TO SE A
+C!_
i.'
,F TO PROCEED WITH THE WORK AND r,1OT A
At_"T'" ,,R1"fY TO VIOLATE, CANCEL, ALTER OR SET
•: ':1 =
A - NY OF THE PROVISIONS OF THE TECHN!:', !_
COQ ` `AOR SHALL ISSUANCE OF A PERMIT Pn
I' lUILDING OFF!' FROM THERE ;: _.R
RL ;!JIFIP!C. F'. ;;ORFiT_C110P! :?'r ERRORS !N i`
CONS" RUC"riCN 019 V!OLAT'^NS liF "i'i i!c y;C'DF
ARCHITECT
KLPNstudio, LLC
DOUGLAS D. KLEPPIN, AIA, LEED AP BD+C
KELLY A. KLEPPIN, AIA, LEED AP BD+C
976 LAKE BALDW I N LANE SUITE 205
ORLANDO, FL 32814
407.227.2724
MEP/FP ENGINEERING
RTM ENGINEERING CONSULTANTS, INC
925 S. SEMORAN BLVD, SUITE 100
WINTER PARK, FL 32792
407-346-0309
3RD STREET
OFFICE PERMIT # �y� Ole
� SITE PLAN
GOODWILL
SANFORD
Orlando, Florida
Architect:
Civil Engineer:
Structural Engineer:
MEPF Engineer:
Seal/Signature
KELLY A. KLEPPIN, AIA, LEED AP BD+C
LIC. AR 0091914
# DATE DESCRIPTION
o. By Date Revision
3
2
1
KAK 5/18/2018 Permit Set
No. By Date Issued for
G -`1W -
COVER
SHEET
Sheet Title
Job No. 18-100
Date 03.16.2018
Drawn Author
Checked Checker
Scale 1/32" = l'-0"
00000
Sheet No.
Nn` ALL REPRODUCTION AND
INTELLECTUAL
PROPERTY RIGHTS RESERVED
W
0
U,
H
W
t
0
►T3
S
W I'A0 1
z
Ac
r
W l st
GOODWILL WEST ORLANDO OUTLET
PROJECT DESCRIPTION
THE SCOPE OF WORK IS A LEVEL 2 ALTERATION OF AN EXISTING
MERCANTILE SPACE. ONE PUBLIC UNISEX RESTROOM IS BEING ADDED,
AND ONE STAFF RESTROOM IS BEING CONVERTED TO A JANITOR'S
CLOSET.
PROJECT LOCATION INFORMATION
Veterans ern i t Park
f
Seaford, Fl
>
F€�lr
(ir't nercial `t
Sanford Mu8crit , Fort Me 1 n
Paf-k
W -IOW Tr°' C E
V M
e i
' IryO
tf1
willri
c
ka a'
IF r,
III SE
L �I
Liao Circle Tour's3rd 5t j5
41h$t Centennial Farb E Ath St
IN Sth 81
E 5th
DO
M
1
0
Ob
SANFORD, FLORIDA
ARCH PROJECT NO. 18-200
300 EAST 3rd STREET
SANFORD, FL 32771
PARCEL ID: 25-19-30-5AG-0401-0070
ARCH. PROJECT NO. 18-200
SHEET INDEX DESIGN TEAM:
GENERAL
G0.000 COVER SHEET
G1.101 LIFE SAFETY PLAN
F— ARCHITECTURE
A1.101 FLOOR PLANS
A3.101 SCHEDULES & DETAILS
PLUMBING
PROJECT SITE
P0.001 PLUMBING GENERAL INFORMATION
P1.101 PLUMBING FLOOR PLANS
MECHANICAL
M1.101 MECHANICAL FLOOR PLAN
ELECTRICAL
E0.001 ELECTRICAL GENERAL INFORMATION
E1.101 ELECTRICAL PLANS --& SCHEDULE
S.� NEQRD BUILDING Qll\ ISIUt4
A; 'E.:,"A' T ISSUED SHALL BE CONSTRUED TO SE A
+C!_
i.'
,F TO PROCEED WITH THE WORK AND r,1OT A
At_"T'" ,,R1"fY TO VIOLATE, CANCEL, ALTER OR SET
•: ':1 =
A - NY OF THE PROVISIONS OF THE TECHN!:', !_
COQ ` `AOR SHALL ISSUANCE OF A PERMIT Pn
I' lUILDING OFF!' FROM THERE ;: _.R
RL ;!JIFIP!C. F'. ;;ORFiT_C110P! :?'r ERRORS !N i`
CONS" RUC"riCN 019 V!OLAT'^NS liF "i'i i!c y;C'DF
ARCHITECT
KLPNstudio, LLC
DOUGLAS D. KLEPPIN, AIA, LEED AP BD+C
KELLY A. KLEPPIN, AIA, LEED AP BD+C
976 LAKE BALDW I N LANE SUITE 205
ORLANDO, FL 32814
407.227.2724
MEP/FP ENGINEERING
RTM ENGINEERING CONSULTANTS, INC
925 S. SEMORAN BLVD, SUITE 100
WINTER PARK, FL 32792
407-346-0309
3RD STREET
OFFICE PERMIT # �y� Ole
� SITE PLAN
GOODWILL
SANFORD
Orlando, Florida
Architect:
Civil Engineer:
Structural Engineer:
MEPF Engineer:
Seal/Signature
KELLY A. KLEPPIN, AIA, LEED AP BD+C
LIC. AR 0091914
# DATE DESCRIPTION
o. By Date Revision
3
2
1
KAK 5/18/2018 Permit Set
No. By Date Issued for
G -`1W -
COVER
SHEET
Sheet Title
Job No. 18-100
Date 03.16.2018
Drawn Author
Checked Checker
Scale 1/32" = l'-0"
00000
Sheet No.
Nn` ALL REPRODUCTION AND
INTELLECTUAL
PROPERTY RIGHTS RESERVED
W
0
U,
H
W
t
LIST OF
PLICABLE CODES
FLORIDA BUILDING CODE (FBC) 6TH EDITION 2017 - BUILDING
FLORIDA BUILDING CODE 6TH EDITION (2017) - ACCESSIBILITY
FLORIDA BUILDING CODE 6TH EDITION (2017) - ENERGY CONS.
FLORIDA BUILDING CODE 6TH EDITION (2017) - FUEL GAS
FLORIDA BUILDING CODE 6TH EDITION (2017) - MECHANICAL
FLORIDA BUILDING CODE 6TH EDITION (2017) - PLUMBING
FLORIDA FIRE PREVENTION CODE, 6TH EDITION (2017)
NFPA 1 & NFPA 101 LIFE SAFETY
NATIONAL ELECTRICAL CODE 2014
2017 FLORIDA BUILDING CODE TEST PROTOCOL
SANFORD MUNICIPAL CODE
LIFE SAFETY LEGEND
1 -HOUR RATED PARITION � • � •
EXIT ACCESS
(PATH OF TRAVEL)
EXIT DISCHARGE
EXIT SIGN
FE
FIRE EXTINGUISHER - BRACKET Q
(NOTE: SIZE & TYPE OF EXTINGUISHERS TO BE
COORDINATED WITH RECOMMENDATION OF FIRE
MARSHALL)
FIRE DEPT. KEY BOX KEY
(as regd'a)
n LIFE SAFETY L G� END
1'-0"
CODE DATA
OCCUPANCY CLASSIFICATION MIXED OCCUPANCY
GROUP M - MERCANTILE
GROUP S-1 - STORAGE
TYPE OF CONSTRUCTION
OCCUPANCY SEPARATION
FIRE RESISTANCE
FIRE DISTRICT
TYPE II B - UNPROTECTED, NOT SPRINKLERED
(PER FBC 508.4) NO SEPARATION REQUIRED
NON-COMBUSTIBLE
SEMINOLE COUNTY, FLORIDA
EGRESS CALCULATIONS
MAXIMUM ALLOWABLE TRAVEL DISTANCE
= 200'
MAXIMUM PROVIDED TRAVEL DISTANCE
= 220'
MAXIMUM ALLOWABLE COMMON TRAVEL PATH
= 75'
MAXIMUM ALLOWABLE DEAD END CORRIDOR
= 20'
EGRESS WIDTH PER PERSON SERVED: = 0.2"
.2" X 222 OCCUPANTS = 44.4" REQUIRED [68" PROVIDED]
OCCUPANCY LOADS "PER FFPC 6TH ED.
Al
221 OCCUPANTS
PLUMBING FIXTURE TABLE
OCC TYPE
FLR. AREA/
OCCUPANT
FUNCTION AREA [SF]
OCCUPANT (SF)
LOAD
GROUP M [MERCANTILE]
5916
30 GROSS
198
GROUP S-1 [STOCK/SHIPPING]
2239
300 GROSS
8
GROUP B BUSINESS
270
100 GROSS
3
BREAK ROOM
195
15 NET
12
Al
221 OCCUPANTS
PLUMBING FIXTURE TABLE
OCC TYPE
OCCUPANTS
M / F
WC REQD M / F
WC PROVIDED
M / F
LAVS REQD M / F
LAVS
PROVIDED
DRINKING
FOUNTAINS REQD
DRINKING
FOUNTAINS PROV
SERVICE SINKS
PROV
1 - MERCANTILE
w
u_
F — — — T — — — T — — — T — — — T — — — T____1 ----I
— — — — — T — — — T — — — T — — — T — — — — — — — — — — — — — — —
I I I I I I I I I I I I I I I I '
I I I I I I I I I I I I I i I I I I I I
F___T_ ---
I I
b
T
I
T—_—_
I
--T—_—_—_7
I I
o
RIGHTS RESERVED
jJ
1 - MERCANTILE
99/99
1 / 500 =.2 /.2
1 / 750 = .13 /.13
1 / 1000 =.1
w
F-1—
F -I— —17 F -I— —I-1 U) F-1— —17
2 -STORAGE
4/4
1 /100=.12/.12
1 /100=.12/.12
1 /1000=.012
II II II II II II D II II II it II
II II II II II
TOTALS
103/103
1/1
1/1
1/1
1/1
1/1
1
1
w
u_
F — — — T — — — T — — — T — — — T — — — T____1 ----I
— — — — — T — — — T — — — T — — — T — — — — — — — — — — — — — — —
I I I I I I I I I I I I I I I I '
I I I I I I I I I I I I I i I I I I I I
F___T_ ---
I I
b
T
I
T—_—_
I
--T—_—_—_7
I I
o
RIGHTS RESERVED
jJ
d
—17
w
F-1—
F -I— —17 F -I— —I-1 U) F-1— —17
�
II II II II II II D II II II it II
II II II II II
X
II II II II !I II II II II II II
II II II II II
W
o
11 II II II II II II II II II
II II II II II
z
II it II II II II II II II II II
II II II II II
� F --I— —I� I-1— —n r-1— —F-]
I
I I -.9
,.o
II II II II II I II II II II II II II II II
II II II II II
LI_ —IJ JI
L_I— —IJ LI— —IJ
MAX TRAVEL DIST = 138'-4" N
v
'
O O O
O
w
u_
F — — — T — — — T — — — T — — — T — — — T____1 ----I
— — — — — T — — — T — — — T — — — T — — — — — — — — — — — — — — —
I I I I I I I I I I I I I I I I '
I I I I I I I I I I I I I i I I I I I I
F___T_ ---
I I
T
I
T
I
T—_—_
I
--T—_—_—_7
I I
PROPERTY
RIGHTS RESERVED
I I
I
I
I
PROPERTY
RIGHTS RESERVED
5�
0
I
I
I
I
W_X
Z
W
z '
J F -I— —I_� 71— —I_ 71— —I__1 F-1— I_ — _1 F — 1
Q II II II II II II II II II II I I I I
II II II II II II II II II II I I I I
0 II II II II II II II II II II I ,
Z p o zLO
II II II II II II II II II II I
W � II II II II II II II II II II I I I I
oco
CD
II II II II II II II II II II ,
II II II II II II II II II II
U) II II II II II II II II II II I I I I '
— —IJ I_1— —IJ L-1— —1J LI— —IJ LI— —IJ L_ — _J I_ — J
0
M b
in
LL
3 0 W
W L0
Z
O
2
OY
OZ
U�
LU
0
WO
ow
¢aQ
Y W
OZm
N
a
W
W
1
1
1
1
1
O ,
O z
03 1 ¢
NW • O Z C9
U) LLI �o N
W0Q N ' NO o
CE
' 0 W N
o
' M
' FF o
b '
rn
O
J
W
F -
FE
z , V V
Y z
LL LL
LL V LL LL LL LL
m (n U W U)
z O o o' Z o M Z o CV))
z , R R
X � W W
W
~ o
X
W
Y
59
z
(o
c�
°
MIS
J
a
Qo
w
L n
J (p
O M
GOODWILL
SANFORD
Orlando, Florida
Architect:
Civil Engineer:
Structural Engineer:
MEPF Engineer:
Seal/Signature
//-A
KELLY A. KLEPPIN AIA LEED AP BD+
C
LIC. AR 0091914
# DATE REVISION
1 AUG 12018 BLDG DEPT COMMENTS
2 NOV 9 2018 BLDG DEPT COMMENTS
No. By Date Issued for
3
2
1
0 KAK 5/18/2018 Permit Set
LIFE SAFETY PLAN
Sheet Title
Job No. 18-100
Date 03.16.2018
Drawn Author
Checked Checker
Scale As indicated
G 0 1
Sheet No.
c�
ALL RNAND
INTELLECTUAL
PROPERTY
RIGHTS RESERVED
REFRIGERATOR
ENLARGED NEW RESTROOM PLAN
1/2" = 1'-0"
NEW MILLWORK BY OWNER
EXISTING
PROCESSING
AREA o
09
2129 SF
NEW JAN. CLO
07
5/8" GYP. BD. LAYER, EACH SIDE,
ON 3 5/8" METAL STUD. UP TO CEILING.
NEW TRANSITION STRIPS AT DOORS, FROM CONCRETE TO TILE,
NOT TO EXCEED 1/2" HEIGHT, TYP.
NEW CERAMIC TILE FLOOR (AS SELECTED BY OWNER)
NEW FLOOR DRAIN
SEE P1.101
LEVEL 1
1
1/8" = 1'-0"
GENERAL NOTES:
A. DO NOT SCALE DRAWINGS
B. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO
CONSTRUCTION. ANY DISCREPANCIES ARE TO BE
BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY.
C. PARTITIONS ARE DIMENSIONED FROM FACE OF PARTITION
TO FACE OF PARTITION OR GRID LINE OR TO FACE OF
EXISTING WALLS AND COLUMNS EXCEPT WHERE NOTED
OTHERWISE.
D. WHEN TWO DIFFERENT WALL TYPES ARE ADAJACENT, WALL
FINISHES ARE TO ALIGN.
E. ENG./ARCHITECT ARE HELD HARMLESS FOR DEVIATION
FROM CONTRACT DOCUMENTS
F. INCLUDE PLYWOOD BLOCKING AT ALL MILLWORK AND WALL -
MOUNTED ITEM LOCATIONS.
G. NOT USED.
H. REINFORCE PARTITIONS AND BRACE TO STRUCTURE AS
REQUIRED.
I. ALL DOORS TO BE INSTALLED WITH AT LEAST MINIMUM
MANEUVERING CLEARANCES PER ADA REQUIREMENTS.
J. PROVIDE FIRE EXTINGUISHERS AS NOTED ON LIFE SAFETY
PLAN, G1.101. EXISTING FIRE EXTINGUISHERS AND CABINETS
MAY BE RECHARGED, REFURBISHED AND REINSTALLED IN
THE APPROPRIATE LOCATIONS AS DIRECTED BY THE LOCAL
FIRE INSPECTION OFFICIAL IN LIEU OF PURCHASING NEW
EXTINGUISHERS, HOWEVER; IF REQUIRED, THE
CONTRACTOR WILL ALSO PROVIDE AND INSTALL NEW
ADDITIONAL EXTINGUISHERS TO MEET CURRENT CODES.
K. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE
LOCALS CODES & RESTRICTIONS.
L. PATCH & REPAIR ALL EXISTING DAMAGED SURFACES TO
MATCH NEW.
M. FLOOR TO BE CLEANED, SMOOTH, LEVELED, AND PATCHED
AS NEEDED. PREP PER MANUR INSTRUCTIONS WHERE NEW
FLOORING WILL BE INSTALLED.
N. COORDINATE EXACT LOCATIONS IN FIELD FOR
POWER/DATA NEEDED AT ALL OWNER PROVIDED
MILLWORK, SIGNAGE, EQUIPMENT, FURNITURE, ETC.
GENERAL NOTES
1 /8" = 1'-0"
CEILING LEGEND
EXISTING ACOUSTICAL CEILING TILE
SYMBOLS LEGEND
2'x 4' LIGHT FIXTURE
NEW DUPLEX RECEPTACLE
WALL MOUNTED EXIT SIGN
WALL MOUNTED EXIT SIGN
WITH DIRECTIONAL ARROW
®
HVAC SUPPLY AIR GRILLES
HVAC RETURN/EXHAUST
®
AIR GRILLES
EXHAUST FAN
1
I
i
I
I
I
I
REFRIGERATOR
ENLARGED NEW RESTROOM PLAN
1/2" = 1'-0"
NEW MILLWORK BY OWNER
EXISTING
PROCESSING
AREA o
09
2129 SF
NEW JAN. CLO
07
5/8" GYP. BD. LAYER, EACH SIDE,
ON 3 5/8" METAL STUD. UP TO CEILING.
NEW TRANSITION STRIPS AT DOORS, FROM CONCRETE TO TILE,
NOT TO EXCEED 1/2" HEIGHT, TYP.
NEW CERAMIC TILE FLOOR (AS SELECTED BY OWNER)
NEW FLOOR DRAIN
SEE P1.101
LEVEL 1
1
1/8" = 1'-0"
GENERAL NOTES:
A. DO NOT SCALE DRAWINGS
B. ALL DIMENSIONS TO BE FIELD VERIFIED PRIOR TO
CONSTRUCTION. ANY DISCREPANCIES ARE TO BE
BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY.
C. PARTITIONS ARE DIMENSIONED FROM FACE OF PARTITION
TO FACE OF PARTITION OR GRID LINE OR TO FACE OF
EXISTING WALLS AND COLUMNS EXCEPT WHERE NOTED
OTHERWISE.
D. WHEN TWO DIFFERENT WALL TYPES ARE ADAJACENT, WALL
FINISHES ARE TO ALIGN.
E. ENG./ARCHITECT ARE HELD HARMLESS FOR DEVIATION
FROM CONTRACT DOCUMENTS
F. INCLUDE PLYWOOD BLOCKING AT ALL MILLWORK AND WALL -
MOUNTED ITEM LOCATIONS.
G. NOT USED.
H. REINFORCE PARTITIONS AND BRACE TO STRUCTURE AS
REQUIRED.
I. ALL DOORS TO BE INSTALLED WITH AT LEAST MINIMUM
MANEUVERING CLEARANCES PER ADA REQUIREMENTS.
J. PROVIDE FIRE EXTINGUISHERS AS NOTED ON LIFE SAFETY
PLAN, G1.101. EXISTING FIRE EXTINGUISHERS AND CABINETS
MAY BE RECHARGED, REFURBISHED AND REINSTALLED IN
THE APPROPRIATE LOCATIONS AS DIRECTED BY THE LOCAL
FIRE INSPECTION OFFICIAL IN LIEU OF PURCHASING NEW
EXTINGUISHERS, HOWEVER; IF REQUIRED, THE
CONTRACTOR WILL ALSO PROVIDE AND INSTALL NEW
ADDITIONAL EXTINGUISHERS TO MEET CURRENT CODES.
K. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE
LOCALS CODES & RESTRICTIONS.
L. PATCH & REPAIR ALL EXISTING DAMAGED SURFACES TO
MATCH NEW.
M. FLOOR TO BE CLEANED, SMOOTH, LEVELED, AND PATCHED
AS NEEDED. PREP PER MANUR INSTRUCTIONS WHERE NEW
FLOORING WILL BE INSTALLED.
N. COORDINATE EXACT LOCATIONS IN FIELD FOR
POWER/DATA NEEDED AT ALL OWNER PROVIDED
MILLWORK, SIGNAGE, EQUIPMENT, FURNITURE, ETC.
GENERAL NOTES
1 /8" = 1'-0"
CEILING LEGEND
EXISTING ACOUSTICAL CEILING TILE
SYMBOLS LEGEND
2'x 4' LIGHT FIXTURE
NEW DUPLEX RECEPTACLE
REFLECTED CEILING PLAN LEGEND
12" = 1'-0"
GOODWILL
SANFORD
Orlando, Florida
Architect:
Civil Engineer:
Structural Engineer:
MEPF Engineer:
Seal/Signature
KELLY A. KLEP IN, AIA, LEED AP BD+C
LIC. AR 0091914
# DATE REVISION
1 AUG 12018 BLDG DEPT COMMENTS
2 NOV 9 2018 BLDG DEPT COMMENTS
No. By Date Issued for
3
2
1
0 KAK 5/18/2018 Permit Set
FLOOR PLANS
Sheet Title
Job No. 18-100
Date 03.16.2018
Drawn Author
Checked Checker
Scale As indicated
Al
1 01
■
Sheet No.
DEC �p18
ALL REPRODUCTION AND
INTELLECTUAL
PROPERTY RIGHTS RESERVED
WALL MOUNTED EXIT SIGN
WALL MOUNTED EXIT SIGN
WITH DIRECTIONAL ARROW
®
HVAC SUPPLY AIR GRILLES
HVAC RETURN/EXHAUST
®
AIR GRILLES
EXHAUST FAN
REFLECTED CEILING PLAN LEGEND
12" = 1'-0"
GOODWILL
SANFORD
Orlando, Florida
Architect:
Civil Engineer:
Structural Engineer:
MEPF Engineer:
Seal/Signature
KELLY A. KLEP IN, AIA, LEED AP BD+C
LIC. AR 0091914
# DATE REVISION
1 AUG 12018 BLDG DEPT COMMENTS
2 NOV 9 2018 BLDG DEPT COMMENTS
No. By Date Issued for
3
2
1
0 KAK 5/18/2018 Permit Set
FLOOR PLANS
Sheet Title
Job No. 18-100
Date 03.16.2018
Drawn Author
Checked Checker
Scale As indicated
Al
1 01
■
Sheet No.
DEC �p18
ALL REPRODUCTION AND
INTELLECTUAL
PROPERTY RIGHTS RESERVED
TYPICAL MOUNTING HEIGHTS
1/411 = 1'-0"
1'-0" i
16"-18"
RESTROOM ELEVATION
1/2" = 1'-0"
Ic
z
O_
BREAK
ROOM w
U)
❑ PARTITION TYPE A
1" = 1'-0"
1
0'-0"
T -r
®a
_ M
O
(V
COMMERCIAL GRADE CERAMIC TILE AS SELECTED BY OWNER.
FULL HEIGHT ON WET WALL.
STRUCTURE ABOVE
RECONFIGURE EXISTING CEILING
PROVIDE WALL BLOCKING FOR MILLWORK, MIRRORS, FIXTURES ETC.
5/8" GYP. BD. OVER 4" 25 GA. METAL STUD AT 16" O.C.
5/8" TILE BACKER BOARD
COMMERCIAL GRADE CERAMIC TILE AS SELECTED BY OWNER
SOUND BATT INSULATION
TILE BASE
EXISTING CONCRETE FLOORING
RESTROOM
Lo
DOOR SCHEDULE
DOOR DOORS
NUMBER TfP'E SIZE THICKNESS MATERIAL FINISH
FRAME
Civil Engineer:
HARDWARE
SET
MEPF Engineer:
TYPE
MATERIAL
FINISH
LABEL
REMARKS
001 A
3'-0" X B' -R" 13/4
HM
PT
FI
HM
PAINT
-
i
MATCH EXISTING
SCHEDULES &
DETAILS
Sheet Title
Job No. 18-100
Date 03.16.2018
Drawn Author
Checked Checker
Scale As indicated
A301
Sheet No.
SCW D = SOLID CORE WOOD DOOR
HM HOLLOW METAL
FT PAINT
HARDWARE SET €:
I LATCHSET
3 HINGES
3 SILENCERS
1 WALL STOP
1 CLOSE R
1 KICKPLATE
HARDWARE NOTES:
"
COMMERCIAL GRADE DOUR HARDWARE SELECTIONS/FINISHES TO BE COORDINATED BY TENANT/CONTRACTOI:
# DOOR KEYING TO BE COORDINATED WITH TENANI"
ALL HARDWARE TO MEET EGRESS & ADA REQUIREMENTS AS STATED IN II OPERABLE WITH 1 HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.
OPERABLE LATCHES SHALL BE 34"-48" AFF
THRESHOLDS NOT TO EXCEED 1/2" HIGH
SILENCERS & STOPS TYPICAL ON INTERIOR LATCHING DOOR!
INTERIOR ELEVATION
1/2" = 1'-0"
CERAMIC TILE BULLNOSE
COMMERCIAL GRADE WALL TILE, TYP ALL WALLS
TILE HEIGHT TO 5'-3" ON 3 NON WET WALLS
VEL 1
0'-0"
FINISH NOTES:
A. PAINT COLORS TO BE SPECIFIED BY OWNER, GC INSTALLED
B. CERAMIC TILE TO BE SELECTED BY OWNER, GC INSTALLED
C. ALL NEW FINISHES TO BE IN ACCORDANCE WITH NFPA 101
D. WALLS & CEILINGS THROUGHOUT SHALL BE MINIMUM CLASS
A OR B FINISHES PER NFPA 150. ASTM E 84 OR ANSI/UL 723
E. FLOORS TO BE MINIMUM CLASS II PER FBC 804
F. GC TO PROVIDE AND INSTALL PROPER TRANSITIONS &
REDUCERS AT EACH FLOOR MATERIAL CHANGE TO
MAINTAIN LESS THAN 1/2" ELEVATION DIFFERENCE PER ADA
FINISH NOTES
1/8" = 1'-0"
GOODWILL
SANFORD
Orlando, Florida
Architect:
Civil Engineer:
Structural Engineer:
MEPF Engineer:
Seal/Signature
KELLY A. KLEPPIN, AIA, LEED AP BD+C
LIC. AR 0091914
#
DATE
DESCRIPTION
o. By Date Revision
3
2
0 KAK 5/18/2018 Permit Set
o. By Date Issued for
SCHEDULES &
DETAILS
Sheet Title
Job No. 18-100
Date 03.16.2018
Drawn Author
Checked Checker
Scale As indicated
A301
Sheet No.
ALL REPRODUCTION AND
INTELLECTUAL
PROPERTY RIGHTS RESERVED
GALVANIZED STEEL SCH 40
VENT TERMINAL PIPE
CLEAN-OUT /�1 MAY EXTEND ASA L -i LASHING INTO COUPLING
I WASTE OR VENT STACK FLASHING COUPLI F -1 n
II
I I LASHING (BY ROOFER)
WALL
OOFING
PLUGGED TEE W/CLEANOUT WATER TIGHT CAULKING LASHING
ACCESS DOOR --'ROOF SLAB
W/KEY LOCK FLOOR LINE (REFER TO STRUCTURAL -=-ROOF CONSTRUCTION
PLANS) a y ' ' '. (REFER TO ARCHITECTS
1. °: a PLAN FOR ROOF
' CONSTRUCTION TYPE)
CAST B
TILE, 1,
SLOPE
LATICRI
WATERF
MEMBRA
EPDXY
DRAIN I
COLLAR
FLOOR
VENT PIPE SEE
NOTE PLANS FOR SIZE
BALANCE OF PIPING SAME
AS CLEANOUT TO GRADE.
WALL CLEANOUT DETAIL
NOT TO SCALE
NOT TO SCALE
VENT THRU ROOF - FLASHING
NOT TO SCALE
.L THREAD ROD
T (TOP & BOTTOM)
ESHER (TOP & BOTTOM)
EVIS HANGER
SULATI❑N
'E
SULATI❑N PROTECTIVE
EETMETAL SHIELD(GALVANIZED)
JILD LENGTH SHALL BE 15'
NOT TO SCALE
110
GALVANIZED STEEL SCH 40 PIPE
SLEEVE EQUAL TO DEPTH OF ROOF
CONSTRUCTION INCLUDING INSULATION
ESCUTCHEON (WHEN EXPOSED TO VIEW)
BARREL FABRICATED OF HARDDRAWN
TYPE 'K' COPPER
PISTON TO PROVIDE A PERMANENT
MECHANICAL BARRIER BETWEEN
FLUID AND PRE -LOAD AIR CHARGE
BRASS FREE TURNING PISTON ASTM
B-16 WITH 0 -RINGS
\-JOINTS TO BE MADE WITH 95-5
LEAD FREE SOLDER,
B BRASS THREADED ADAPTOR
PPP
SIZE
P.D.I.
SYMBOL
FIXTURE UNIT
RATINGS
A
SIZE
B
SIZE
1/2'
A
1 - 11
5'
1/2'
3/4'
B
12 - 32
5'
3/4'
1'
C
33-60
7'
1'
1-1/4'
D
61-113
7'
1-1/4'
1-1/2'
E
114 - 154
9'
1-1/2'
2'
F
155 - 330
9'
2'
DOWN
DSB
DOWN SPOUT BOOT
(ADA)
PROVIDE MOUNTING RING, BOLTS, STOP
NOTES, 1)SEE WATER RISER DIAGRAMS FOR LOCATIONS
OF SHOCK ABSORBERS,
2)WATER HAMMER ARRESTOR SHALL BE BY
MANUFACTURER APPROVING INSTALLATION
REQUIRING ZERO ACCESS.
WATER SHOCK ARRESTOR DETAIL
NOT TO SCALE
VACUUM RELIEF VALVE EXPANSION TANK
COLD WATER SERVICE
THERMOMETER �-110' HW SUPPLY
SHUT-OFF VALVE (TYP.) i
HOT WATER OUTLET €
TEMP. & PRESSURE
RELIEF VALVE I� !
PIPE 3/4" RELIEF
VALVE
PIPE 1 " PAN DRAIN
TO MOP SINK _\
FINISHED FLOOR
WATER HEATER SUPPORT
BASE, MODEL WATTS
AS -30 OR EQUAL.
ECK VALVE
TANK DRAIN VALVE
ELECTRIC WATER HEATER DETAIL
NOT TO SCALE
CAULK
COLD WATER SUPPLY
LAVATORY - NEAREST
TO FLOOR DRAIN
TRAP PRIMER
ESCUTCHEON PLATE
SECURE TO FLOOR
rl MMM "MAT..
1/2' COPPER TRAP PRIMER PIPE
-IF INSTALLED IN UNHEATED CRAWL
SPACE, ROUTE PIPE ABOVE FLOOR
INSULATION SO THAT IT IS WITHIN
BUILDING ENVELOPE.
FLOOR DRAIN TRAP PRIMER DETAIL
PLUMBING FIXTURE SCHEDULE
PRO.ECT: GOODWILL - SANFORD
BATE: 1917i2�18
NOTES:
1. COORDINATE COLOR OPTIONS WI ARCHITECTURAL SHEETS PRIOR TO ORDERING. PRICE AS STANDARD COLOR OPTIONS.
2, MANUFACTURERS SHOWN ARE THE BASIS FOR DESIGN, OR APPROVED EQUAL.
FIXTURE
AMERICAN SOCIETY OF MECHANICAL ENGINEERS
AST
AUTOMATIC SPRAY TAN UNIT
ASTM
AMERICAN SOCIETY FOR TESTING & MATERIALS
BHP
BRAKE HORSEPOWER
TAG
DESCRIPTION & ACCESSORIES
MANUFACTURER
MODEL NUMBER
WASTE
VENT
CW
HW
WC -1
FLOOR MOUNT HIGH EFFICIENCY, 1 -PIECE (ADA HEIGHT) PRESSURE ASSISTED FLUSHING
AM. STANDARD
CHAMPION
3"
2°
112"
COLD WATER
(FLOOR MOUNT)
ELONGATED WITH OPEN FRONT SEAT. WHITE VITREOUS CHINA FLOOR MOUNTED CARRIER.
DIA
731AA.001
DN
DOWN
DSB
DOWN SPOUT BOOT
(ADA)
PROVIDE MOUNTING RING, BOLTS, STOP
ECO
EXTERIOR CLEAN OUT
F
DEGREES FAHRENHEIT
FBC
FLORIDA BUILDING CODE
LA5/-1
BARRIER FREE - WALL HUNG LAV, VITREOUS CHINA, FRONT
AM. STANDARD
0355.012
2"
2"
GPM
GALLONS PER MINUTE
(ADA)
OVERFLOW, 20x18, PROVIDE ADA STRAINER: TRAP, STOPS, PIPEGUARDS, ESCTECHEON PLATE
HR
HOUR
HW
HOT WATER
IR
INDIRECT RECEPTOR
MAX
MOUNT AT ADA APPROVED MOUNTING HEIGHT. PROVIDE FLOOR MOUNTED CARRIER.
'WATTS
TCA -41.1
MX
MIXING VALVE
NFPA
NATIONAL FIRE PROTECTION ASSOCIATION
NTS
4" CENTER SET, MANUAL WRIST BLADE CHROME FINISH FAUCET 0.5 GPM
AM. STANDARD
5502.175.002
PD
PUMP DISCHARGE
112"
112"
MSK -1
FLOOR MOUNTED IVIOP SINK, PROVIDE TRAP, STRAINER
FLAT
TSB3010
3"
2"
SPC
STANDARD PLUMBING CODE
T & P
PROVIDE MOP HANGING BR.ACKEL HOSE, STAINLESS STEEL BACKSPLASH
TPV
TRAP PRIMER VALVE
TYP
TYPICAL
U/G
UNDERGROUND
W/
PROVIDE SERVICE FAUCET
T&S
B666-BSTR
WFU
WATER FIXTURE UNITS
34'
14"
EWH-1
ELECTRIC WATER HEATER, NOMINAL 6 GAL STOPRAGE CAPACITY, 3.€I KW, 208/1 VOLTAGE.
AOSMITH
EJC -6
314"
314"
1 -ELEMENT, NOMI - SIMULTANEOUS OPERATION, MAX WORKING 150 PSI WITH 314" TAPPING FOR RELIEF VALVE
1111,
EWC-1
WALL MOUNTED, STAINLESS STEEL BI -LEVEL WATER FOUNTAIN.
HALSEY TAYLOR
HAC8FSBL-Q7ADA
1-112"
1-112"
112"
50"F DELTA T 318" ANGLED STOP WITH INSULATED COLD WATER LINES.
PROVIDE P -TRAP HANGER PLATE AND BACKING WITH FLOOR MOUNTED CARRIER
PROVIDE STRAINER, TRAP, STOPS
I -0415
rr
n
112"
V2"
43-1
EXPOSED STAINLESS STEEL WALL HYDRANT ZURN
27310
a4"
ANTI-SIPON, INTEGRAL BACKFLOW PREVENTER, 3/4" HOSE. OPERATING KEY COORDINATE WALL THICKNESS
A�
A
S
FD -1
FLOOR DRAIN (SQUARE M) WATTS
FD10C416
3"
2"
PROVIDED WITH TRAP PRIMER, SQUARE GRATE
FCO
FLOOR CLEAN OUT, POLISHED BRONZE, COORDINATE ZURN
ZB-1400
VARIES
FLOORING MATERIALS WITH FINAL FINISHES
WCO
WALL CLEAN OUT WATTS
CO -590 -RD
VARIES
TPV
ITRAP PRIMER VALVE SIOUX
695
112"
NOTE:
PLUMBING ABBREVIATIONS
A/E
ARCHITECT/ENGINEER
ACW
AUTOMATIC CLOTHES WASHER
ADA
AMERICANS WITH DISABILITIES ACT
ASME
AMERICAN SOCIETY OF MECHANICAL ENGINEERS
AST
AUTOMATIC SPRAY TAN UNIT
ASTM
AMERICAN SOCIETY FOR TESTING & MATERIALS
BHP
BRAKE HORSEPOWER
BTU
BRITISH THERMAL UNIT
BWV
BACKWATER VALVE
C/I
CONTRACTOR INSTALLED
CD
CONDENSATE
CONN
CONNECTION
CONT
CONTINUOUS
CV
CHECK VALVE
CW
COLD WATER
DFU
DRAINAGE FIXTURE UNIT
DIA
DIAMETER
DN
DOWN
DSB
DOWN SPOUT BOOT
DWG
DRAWING
ECO
EXTERIOR CLEAN OUT
F
DEGREES FAHRENHEIT
FBC
FLORIDA BUILDING CODE
FCO
FLOOR CLEAN OUT
FD
FLOOR DRAIN
GAL
GALLONS
GPM
GALLONS PER MINUTE
HB
HOSE BIBB
HR
HOUR
HW
HOT WATER
IR
INDIRECT RECEPTOR
MAX
MAXIMUM
MIN
MINIMUM
MX
MIXING VALVE
NFPA
NATIONAL FIRE PROTECTION ASSOCIATION
NTS
NOT TO SCALE
0/F
OWNER FURNISHED
PD
PUMP DISCHARGE
PDI
PLUMBING DRAINAGE INSTITUTE
PSIG
POUNDS PER SQUARE INCH
RM
ROOM
RCP
RE -CIRCULATING PUMP
SPC
STANDARD PLUMBING CODE
T & P
TEMPERATURE & PRESSURE
TPV
TRAP PRIMER VALVE
TYP
TYPICAL
U/G
UNDERGROUND
W/
WITH
WCO
WALL CLEAN OUT
WFU
WATER FIXTURE UNITS
SYMBOLS
GENERAL NOTES - PLUMBING
1. CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM ALL
WORK IN STRICT ACCORDANCE WITH THE 2014 FLORIDA
BUILDING CODE AND ALL APPLICABLE LOCAL CODES AND
ORDINANCES.
2. CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED
TO MEET ALL CODES AND REGULATIONS ANY POSSIBLE
DISCREPANCIES BETWEEN TYPE AND SIZE OF
CONNECTION SPECIFIED IN PLUMBING FIXTURE SCHEDULE
AND FIXTURES ACTUALLY INSTALLED ON THE SITE.
3. ALL SANITARY PIPING 3" AND LARGER SHALL HAVE A
1/8" PER FOOT. ALL SANITARY PIPING SMALLER THAN
3" SHALL HAVE A SLOPE OF 1/4" PER FOOT UNLESS
OTHERWISE NOTED.
4. VENT PIPING SHOWN ON FLOOR PLANS IS ONLY
INDICATIVE EXCEPT FOR VTR LOCATIONS.
5. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE
ON WHICH THEY ARE LOCATED.
6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER
TRADES.
7. CONTRACTOR SHALL FIELD VERIFY ALL GIVEN
MEASUREMENTS PRIOR TO LAYING AND CONNECTING ALL
PIPING SYSTEMS AND NOTIFY ENGINEER OF ANY
8. INSTALL DISCREPANCIES. HAMMER SHOCK ARRESTORS AT EACH
FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED.
ARRESTORS SHALL BE FACTORY -FABRICATED. INSTALL
ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE
INSTITUTE STANDARD P.D.I. WH -201.
9. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL
TO WATER ARRESTORS AS SPECIFIED.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL
PIPING PENETRATIONS.
11. ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN
AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN
SIZING.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
ALL NECESSARY SUPPORTING DEVICES FOR ALL FIXTURES
INCLUDED IN CONTRACT OR HEREIN SPECIFIED
OTHERWISE.
13. ALL FLOOR DRAINS SHALL BE PROVIDED WITH TRAP
PRIMER AND FITTINGS UNLESS NOTED OTHERWISE.
14. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN
WALLS, OR IN CHASES. PIPING EXPOSED SHALL BE
SLOPED AND PAINTED TO MATCH ARCHITECTURAL
FINISHES. PIPING IN MECHANICAL ROOMS MAY BE
EXPOSED.
15. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS
OF PLUMBING FIXTURES, MOUNTING HEIGHTS, AND
DIMENSIONS.
16. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT
CONNECTIONS OF DISSIMILAR METALS.
17. CONTRACTOR SHALL ROUGH -IN ALL WASTES AND
SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO
MANUFACTURER'S SHOP DRAWINGS AND MAKE FINAL
CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL
VACUUM BREAKERS WHERE REQUIRED BY CODE.
18. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL
BE PLACED ON THE INTERIOR SIDE OF THE WALL, SO
THAT WALL INSULATION CAN BE PLACED ON THE
EXTERIOR SIDE OF THE PIPING.
19. DO NOT PENETRATE WALL FOOTINGS WITH PIPING,
COORDINATE WITH GENERAL CONTRACTOR TO DROP
FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES
WHERE ABSOLUTELY NECESSARY. ALL PIPING
PENETRATING A BEARING WALL OR FOOTING MUST BE
SLEEVED AND LOCATION APPROVED BY STRUCTURAL
ENGINEER.
20. PIPING SHALL ESSENTIALLY BE ROUTED AND LOCATED AS
INDICATED ON THE DRAWINGS: HOWEVER, ACTUAL
PLACEMENT SHALL BE VERIFIED BY CONFIRMING EXACT
LOCATION OF STRUCTURES AND OTHER UTILITIES IN THE
FIELD AND BY CAREFUL LAYOUT PRIOR TO EXECUTION
OF THE WORK. DRAWINGS ARE GENERALLY DIAGRAMMATIC
AND PIPING SHALL BE CONCEALED EXCEPT WHERE
SPECIFICALLY NOTED OTHERWISE.
21. HOT AND COLD WATER SUPPLY PIPES AND DRAIN PIPES
UNDER HANDICAPPED LAVATORIES SHALL BE INSULATED
PER AMERICANS WITH DISABILITIES ACT, WITH FACTORY
PREFABRICATED MICROBIAL PVC RESIN SEAMLESS
INSULATION. BASIS OF DESIGN: ZURN INDUSTRIES, INC.
22. WALL BRACKETS, HANGERS, SUPPORTS, ETC. SHALL BE
PROVIDED WHERE REQUIRED IN ACCORDANCE WITH THE
BEST STANDARD PRACTICE OF THE TRADE AND AS PER
CODE. ADDITIONAL SUPPORTS SHALL BE PROVIDED TO
TRANSMIT LOADS TO THE MAIN STRUCTURE WHERE
REQUIRED. CPUC PIPING SUPPORTS SHALL BE 3'-0" ON
CENTER FOR 1/2" THRU 1" AND 4'-0" ON CENTER FOR
1-1/2- OR LARGER. ALL EXPOSED SUPPORTS SHALL BE
HOT DIPPED GALVANIZED OR FIBERGLASS REINFORCED
"UNISTRUT" TYPE INCLUDING HARDWARE.
23. STORM WATER, SANITARY, VENT AND WASTE PIPING
SHALL BE COLLECTED AND TERMINATED AT A POINT
SHOWN ON THE DRAWINGS. PIPING SHALL BE
SCHEDULE 40 PVC-DWV WITH SOLVENT JOINTS.
PROVIDE ASJ FIBERGLASS INSULATION TO MEET PLENUM
RATING IN ALL CEILING RETURN AIR PLENUMS.
24. BUILDING DOMESTIC WATER PIPING (ABOVE FLOOR)
SHALL BE HARD COPPER TUBING, ASTM B-88 TYPE L &
M, WATER TUBE, DRAWN TEMPER. COPPER PRESSURE
FITTINGS WITH SOLDERED JOINTS. PIPING 2" AND
LARGER SHALL HAVE GROOVED END FITTINGS, KEYED
COUPLINGS AND GROOVED JOINTS. ALL PIPING SHALL
BE WATERTIGHT WHEN FINISHED. INSULATE HOT WATER
LINES WITH 3/4" CELLULAR ELASTOMERIC INSULATION.
25. BALL VALVES 1/4- THROUGH 2" SHALL BE TWO PIECE -
600 WOG, TEFLON SEATS, ANSI 316 STAINLESS STEEL
BALL AND STEM (EXTENSION STEM ON INSULATED HOT
WATER AND TEMPERED HOT WATER), BRONZE BODY WITH
THREADED OR SOLDER END.
GOODWILL SANFORD
Number Sheet Name 100%
PO.001 PLUMBING GENERAL INFORMATION X
P1.101 PLUMBING FLOOR PLANS AND ISOMETRICS X
�-- - -
-�
COLD WATER
-- --
---3
HOT WATER SUPPLY
---- ---
----
HOT WATER RETURN
2--P"'
'
PURIFIED WATER
I. -SS
WASTE OR SANITARY
I. -SS
t,
WASTE OR SANITARY
BELOW GRADE
t----V--------------�
VENT
r -ST
STORM PIPE
Z--- -
-�
SHUT OFF VALVE
2-- -i►--
---�
DIRECTION OF FLOW
2----{�} --
--2
TOP CONNECTION
45OR 90CC DNNENNGEER���TTIEppS
pp
45�RM900DEGREESN.
n
---
-�
CAPPED OUTLET
�- - - �-
--�
DROP IN PIPING
--�--
--�
RISE IN PIPING
2-- - -
-�
VALVE IN RISER
POINT OF DEMOLITION
POD
IS
POINT OF CONNECTION
POC
GENERAL NOTES - PLUMBING
1. CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM ALL
WORK IN STRICT ACCORDANCE WITH THE 2014 FLORIDA
BUILDING CODE AND ALL APPLICABLE LOCAL CODES AND
ORDINANCES.
2. CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED
TO MEET ALL CODES AND REGULATIONS ANY POSSIBLE
DISCREPANCIES BETWEEN TYPE AND SIZE OF
CONNECTION SPECIFIED IN PLUMBING FIXTURE SCHEDULE
AND FIXTURES ACTUALLY INSTALLED ON THE SITE.
3. ALL SANITARY PIPING 3" AND LARGER SHALL HAVE A
1/8" PER FOOT. ALL SANITARY PIPING SMALLER THAN
3" SHALL HAVE A SLOPE OF 1/4" PER FOOT UNLESS
OTHERWISE NOTED.
4. VENT PIPING SHOWN ON FLOOR PLANS IS ONLY
INDICATIVE EXCEPT FOR VTR LOCATIONS.
5. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE
ON WHICH THEY ARE LOCATED.
6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER
TRADES.
7. CONTRACTOR SHALL FIELD VERIFY ALL GIVEN
MEASUREMENTS PRIOR TO LAYING AND CONNECTING ALL
PIPING SYSTEMS AND NOTIFY ENGINEER OF ANY
8. INSTALL DISCREPANCIES. HAMMER SHOCK ARRESTORS AT EACH
FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED.
ARRESTORS SHALL BE FACTORY -FABRICATED. INSTALL
ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE
INSTITUTE STANDARD P.D.I. WH -201.
9. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL
TO WATER ARRESTORS AS SPECIFIED.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL
PIPING PENETRATIONS.
11. ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN
AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN
SIZING.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
ALL NECESSARY SUPPORTING DEVICES FOR ALL FIXTURES
INCLUDED IN CONTRACT OR HEREIN SPECIFIED
OTHERWISE.
13. ALL FLOOR DRAINS SHALL BE PROVIDED WITH TRAP
PRIMER AND FITTINGS UNLESS NOTED OTHERWISE.
14. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN
WALLS, OR IN CHASES. PIPING EXPOSED SHALL BE
SLOPED AND PAINTED TO MATCH ARCHITECTURAL
FINISHES. PIPING IN MECHANICAL ROOMS MAY BE
EXPOSED.
15. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS
OF PLUMBING FIXTURES, MOUNTING HEIGHTS, AND
DIMENSIONS.
16. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT
CONNECTIONS OF DISSIMILAR METALS.
17. CONTRACTOR SHALL ROUGH -IN ALL WASTES AND
SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO
MANUFACTURER'S SHOP DRAWINGS AND MAKE FINAL
CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL
VACUUM BREAKERS WHERE REQUIRED BY CODE.
18. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL
BE PLACED ON THE INTERIOR SIDE OF THE WALL, SO
THAT WALL INSULATION CAN BE PLACED ON THE
EXTERIOR SIDE OF THE PIPING.
19. DO NOT PENETRATE WALL FOOTINGS WITH PIPING,
COORDINATE WITH GENERAL CONTRACTOR TO DROP
FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES
WHERE ABSOLUTELY NECESSARY. ALL PIPING
PENETRATING A BEARING WALL OR FOOTING MUST BE
SLEEVED AND LOCATION APPROVED BY STRUCTURAL
ENGINEER.
20. PIPING SHALL ESSENTIALLY BE ROUTED AND LOCATED AS
INDICATED ON THE DRAWINGS: HOWEVER, ACTUAL
PLACEMENT SHALL BE VERIFIED BY CONFIRMING EXACT
LOCATION OF STRUCTURES AND OTHER UTILITIES IN THE
FIELD AND BY CAREFUL LAYOUT PRIOR TO EXECUTION
OF THE WORK. DRAWINGS ARE GENERALLY DIAGRAMMATIC
AND PIPING SHALL BE CONCEALED EXCEPT WHERE
SPECIFICALLY NOTED OTHERWISE.
21. HOT AND COLD WATER SUPPLY PIPES AND DRAIN PIPES
UNDER HANDICAPPED LAVATORIES SHALL BE INSULATED
PER AMERICANS WITH DISABILITIES ACT, WITH FACTORY
PREFABRICATED MICROBIAL PVC RESIN SEAMLESS
INSULATION. BASIS OF DESIGN: ZURN INDUSTRIES, INC.
22. WALL BRACKETS, HANGERS, SUPPORTS, ETC. SHALL BE
PROVIDED WHERE REQUIRED IN ACCORDANCE WITH THE
BEST STANDARD PRACTICE OF THE TRADE AND AS PER
CODE. ADDITIONAL SUPPORTS SHALL BE PROVIDED TO
TRANSMIT LOADS TO THE MAIN STRUCTURE WHERE
REQUIRED. CPUC PIPING SUPPORTS SHALL BE 3'-0" ON
CENTER FOR 1/2" THRU 1" AND 4'-0" ON CENTER FOR
1-1/2- OR LARGER. ALL EXPOSED SUPPORTS SHALL BE
HOT DIPPED GALVANIZED OR FIBERGLASS REINFORCED
"UNISTRUT" TYPE INCLUDING HARDWARE.
23. STORM WATER, SANITARY, VENT AND WASTE PIPING
SHALL BE COLLECTED AND TERMINATED AT A POINT
SHOWN ON THE DRAWINGS. PIPING SHALL BE
SCHEDULE 40 PVC-DWV WITH SOLVENT JOINTS.
PROVIDE ASJ FIBERGLASS INSULATION TO MEET PLENUM
RATING IN ALL CEILING RETURN AIR PLENUMS.
24. BUILDING DOMESTIC WATER PIPING (ABOVE FLOOR)
SHALL BE HARD COPPER TUBING, ASTM B-88 TYPE L &
M, WATER TUBE, DRAWN TEMPER. COPPER PRESSURE
FITTINGS WITH SOLDERED JOINTS. PIPING 2" AND
LARGER SHALL HAVE GROOVED END FITTINGS, KEYED
COUPLINGS AND GROOVED JOINTS. ALL PIPING SHALL
BE WATERTIGHT WHEN FINISHED. INSULATE HOT WATER
LINES WITH 3/4" CELLULAR ELASTOMERIC INSULATION.
25. BALL VALVES 1/4- THROUGH 2" SHALL BE TWO PIECE -
600 WOG, TEFLON SEATS, ANSI 316 STAINLESS STEEL
BALL AND STEM (EXTENSION STEM ON INSULATED HOT
WATER AND TEMPERED HOT WATER), BRONZE BODY WITH
THREADED OR SOLDER END.
GOODWILL SANFORD
Number Sheet Name 100%
PO.001 PLUMBING GENERAL INFORMATION X
P1.101 PLUMBING FLOOR PLANS AND ISOMETRICS X
EXIST ECO
- EX' IST WC Cou
EXIST 10CW RISER
EXIST HOSE BIBB
EXIST LAV D2
PLUMBING COMBINED DEMOLITION PLA NORTH
1
D 4' 8' 16' 24'
1/899 = 1'-0"
1/20 PDI Al
EWC-1 MID)
3/4' CW TPV
LAv-1
10 CW TPV111
-1 \\ 10 CW
3/4' HW
WC -1
EWC-1
LAV
ST
3" SAN -�
FCO
LAV -1
3/4' CW
3/4' HW
WC -1
\ WC -1
\ 2' V Al
r LAV -1 SK -1
4
\
\\�2w V / \
\
\,i / _>\SKS
- -
A
LAV`.
EXIST
3' SAN
WC -1
FXIST
0
EWH-1
_1/2•CW
1/2 -HW
MSK -1
DOMESTIC WATER ISOMETRIC
0
ECO
EXIST T_- -
Eu
', -
1 . CP
SANITARY ISOMETRIC
N.T.S.
i v v v v v v v v v ;/2w� v
NEW ::`` R R ' DN TO WC
NEW RR
• : > EIMC-1
3/4'CW a a
_.
_- - --
_ LAV -1
LAV -1
WC -1
we -1 1'CW
1 /2 -CW 3/4 -CW
;::
..<
1 /2"HW /
3 4 -HW
DN TO LAV DN TO LAV AND SK
w
1/2"M 1 /2 CW
DN TO WC SK -1 DN TO WC
` � s E: '
ROU A'
�:
:::::::::::::::::::::::::::::::::::::::::::::::::::: - :::�; 1wCW
HW
`STING OFFICE: 3/4
j)PLUMBING NEW DOMESTIC PLAN
0 4' 8' 16' 24'
1/8" = 1'-0"
2
NEW RR
NE„A R`
30
SAN
2' V
... ._.. _. ...__ _ .....
FCO
FD -1 FD -1
wC-1 I WC -1
NORTH
4)
LAV -1 LAV -1 Ll�JV X I `-`i N G
CESS
"PRONG
.�
w. SAN I AREA
•
EXISTING2m V
j -
_.
...........
i...........0 ;
EXISTING OFFICE
I
I 4
I
.:........
POC
EXIST LAV'
MSK -1
5� WC -1
.......................c. ........ ......... ............... EXIST 3"SAN------------------------------
3
-------- - ---------
3
PLUMBING NEW SANITARY PLAN
0 4' 8' 16' 24'
Z==mmmm
1/8" = 1'-0"
::X,,S
STOR
---------------------
NORTH
GENERAL NOTES
1, THE EXISTING CONDITIONS ARE BASED ON
"AS -BUILT" DRAWINGS AND/OR LIMITED
FIELD VERIFICATIONS. THE CONTRACTOR
SHALL ADJUST TO ACTUAL FIELD
CONDITIONS. ANY DISCREPANCIES SHALL BE
IMMEDIATELY REPORTED TO THE ENGINEER
FOR RESOLUTION.
2, CONTRACTOR TO REPAIR BLDG ENVELOPE,
FLOOR, AND/OR ROOF TO EXISTING
CONDITIONS AFTER DEMOLITION.
DEMOLITION NOTES CW
D1 REMOVE AND DISCARD EXISTING
PLUMBING FIXTURES DEMO SANITARY,
VENT, AND DOMESTIC WATER BACK
TO MAIN. CAP, SEAL, AND INSULATE
AS REQUIRED OR PREPARE FOR NEW
CONNECTION.
COD EXIST FIXTURE TO REMAIN.
D3 REMOVE AND DISCARD EXISTING
FIXTURE.PREPARE FOR NEW
CONNECTION. EXTEND EXIST CW LINE
AS NECESSARY AND PROVIDE NEW
ESCUTCHEON PLATE.
KEY NOTES CiD
1� CONNECT NEW 1 "CW TO EXST 1 "
LINE ABOVE CEILING. PROVIDE SHUT
OFF VALVE IN ACCESSIBLE LOCATION.
PROVIDE ELECTRIC WATER HEATER.
INSTALL SHUT OFF VALVES. SEE
DETAIL FOR MORE INFORMATION.
30 PRIOR TO START OF WORK
CONTRACTOR IS TO FIELD VERIFY
WITH CAMERA EXACT LOCATION,FLOW
AND INVENT OF EXACT POINT OF
CONNECTION.
® CONNECT NEW 2' VENT TO EXISTING
2"VTR. CONTRACTOR TO VERIFY EXACT
SIZE AND LOCATION OF POINT OF
CONNECTION PRIOR TO START OF
WORK.
CONNECT NEW WC TO EXIST WATER
AND SAN ITARY.
MECHANICAL NEW ROOF PLAN
0 4' 8' 16' 24'
1/81) = 1'-0„
NORTH
NEW RR
02 I
EF -1
6"0 EA UP TO
RV -1 ON RF
EXISTING BREAK [I
ROOM {
Q � i E1S`�'9N
---_ - ----_� PROCESSING
AREA
EXISTING OFFICE
UEF-1
---� " 0 EA UP TO
I;
IrRV—1ON RF
EXISTING OFFICE
T�_5:]
EXIST. RR NEW JAN. CLO
T OB i — 07 1
, MECHANICAL NEW FLOOR PLAN
0 4' 8' 16' 24'
1/8$p = 1 ' —0"
NORTH
MECHANICAL GENERAL NOTES
1 APPLICABLE CODES: FLORIDA BUILDING CODE 2017 EDITION INCLUDING MECHANICAL, PLUMBING, FUEL GAS. NEC 2014,
SMACNA, ASHRAE, NFPA
2 THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A
COMPLETE SYSTEM IN ACCORDANCE WITH THESE DRAWINGS. THE APPLICABLE BUILDING CODE AND ALL OTHER
APPLICABLE STATE, COUNTY, AND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING PUBLICATIONS;
SMACNA, ASHRAE, NFPA 90A, 90B, 91, AND ANSI B-9.1 MECHANICAL REFRIGERATION.
3 THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS, AND ALL OTHER COSTS INCIDENTAL TO THE
COMPLETION AND TESTING OF THIS WORK.
4 THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WITH ALL OTHER TRADES.
5 THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH "AS -BUILT" DRAWINGS. IF FIELD CHANGES ARE MADE,
CONTRACTOR NEEDING DRAWINGS CHANGES FOR INSPECTION, SHALL SUBMIT CHANGES WITH SUFFICIENT TIME TO MAKE
DRAWINGS CHANGES. THE CONTRACTOR WILL BE BILLED HOURLY FOR CADD CHANGES IF THE CHANGES WERE NOT
PRE -APPROVED BY THE ENGINEER AND OWNER.
6 THE CONTRACTOR SHALL SUBMIT FOR APPROVAL FIVE (5) COPIES OF MANUFACTURER'S DRAWINGS FOR EACH PIECE OF
EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. CONTRACTOR SHALL ALSO SUBMIT OPERATION AND MAINTENANCE
MANUALS FOR ALL EQUIPMENT TO THE OWNER. CONTRACTOR SHALL ALSO SUBMIT WITH MANUFACTURER SUBMITTALS A
NOTICE TO OWNER FOR TRAINING. TRAINING SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL EQUIPMENT AND
CONTROLS WITH NECESSARY TIME TO ENSURE THE OWNER HAS UNDERSTOOD SYSTEM. MINIMUM TRAINING HOURS
SHALL BE SHEDULED AT 4 -HOURS. ALL COSTS AND TIME OF TRAINING SHALL BE INCLUDED IN THE BID.
7 ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED AT
INDUSTRY STANDARD QUALITY LEVEL BY CERTIFIED PROFESSIONALS. ALL EQUIPMENT SHALL BE UL OR ETL LISTED.
8 DUCT SIZES SHOWN ARE INSIDE AIRFLOW DIMENSIONS. WHERE INTERNAL LINERS ARE USED, INSIDE DIAMETER OF DUCT
SHALL COMPENSATE FOR INSULATION THICKNESS.
9 ALL SUPPLY AND RETURN BRANCH TAKE -OFFS TO BE PROVIDED WITH MANUAL VOLUME DAMPERS. ALL ELBOWS AND
TEE'S MUST BE FURNISHED IN TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS AND EXTRACTOR AT ALL FLEX TAKE
OFFS.
10 PROVIDE "CONSTRUCTION" AIR FILTERS IN ALL AIR MOVING EQUIPMENT AND ROUGHED IN AIR DEVICE BOOTS. FOR ALL
ROUGHED IN FLEX RUN -OUTS PULL AND TWIST THE END SECTION OF THE OUTER FOIL FACE ONLY, SPIN SO THE FOIL
CLOSES, SECURE WEATHER TIGHT WITH ZIP TIE TO PREVENT MOISTURE INTRUSION. PROVIDE NEW FILTERS FOR ALL AIR
MOVING EQUIPMENT PRIOR TO START-UP. REPLACE ALL FILTERS PRIOR TO FINAL ACCEPTANCE BY OWNER. SUBMIT A
NOTICE TO THE OWNER OF FILTER QUANTITIES, SIZES AND LOCATIONS OF ALL FILTERS CHANGED.
11 ALL INSULATION SHALL HAVE FIRE/SMOKE RATING LESS THAN 25/50.
12 PROVIDE MINIMUM OF T CLEARANCE IN FRONT OF ALL 120-240 VOLT PANELS AND 4' CLEARANCE IN FRONT OF ANY 480
VOLT PANEL. PROVIDE ADEQUATE SIDE CLEARANCE PER NEC.
13 MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH
ARCHITECTURAL, PLUMBING, ELECTRICAL, AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF
DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A
COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
OWNER.
14 THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING, FABRICATING OR INSTALLATION
OF MATERIALS OR EQUIPMENT.
15 ALL WORK SHALL BE DONE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017EDITION, NFPA, ASHRAE, AND SMACNA
DUCT CONSTRUCTION STANDARDS.
16 ROUTE ALL DUCTWORK, PIPING AND ACCESSORIES IN A MANNER TO AVOID BUILDING COMPONENTS STRUCTURE, AND
LIGHTING. COORIDNATE TRANSITIONS MADE TO MAXIMUM PRESSURE DROPS PER FAN AND PUMP MANUFACTURERS
CURVES.
17 ALL DEBRIS SHALL BE PROPERLY DISPOSED OFF SITE. CLEAN UP SITE DAILY AFTER WORK IS COMPLETE. IF CLEAN UP
PERFORMED BY OWNER'S REPRESENTATIVE AS A RESULT OF SUBCONTRACTOR NOT PERFORMING CLEAN UP
OPERATIONS, OWNER WILL HAVE THE RIGHT TO CHARGE SUBCONTRACTOR FOR CLEAN UP LABOR.
82 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY SUPPORTING DEVICES FOR ALL ACCESSORIES INCLUDED
WITHIN THIS CONTRACT.
FAN SCHEDULE
Orlando, Florida
ABBREVIATIONS
Y
Civil Engineer:
Structural Engineer:
SPECIFICATIONS
t m
AC
AIR CONDITIONING
j F
FAHRENHEIT 1
PRESS
PRESSURE
DRIVE
MAX
SONES
ACH
AD
AIR CHANGES PER HOUR
ACCESS DOOR
SFA
- FACP
FILTER ACCESS
FIRE ALARM CONTROL PA ENL
PVC
RA _
POLYVINYLCHLORIDE _
RETURN AIR
CONTROL
METAL DUCTS
2
AFF
ABOVE FINISHED FLOOR
FCD_
FLOW CONTROL DAMPER j
RD
ROOF DRAIN
A.
INSTALL DUCTS WITH FEWEST POSSIBLE JOINTS.
MOUNT FAN FROM
STRUCTURE ABOVE---
WITH METAL STRAPS &
VIBRATION ISOLATION
B.
C.
D.
UNLESS OTHERWISE INDICATED, INSTALL DUCTS
VERTICALLY AND HORIZONTALLY, AND PARALLEL
AND PERPENDICULAR TO BUILDING LINES.
INSTALL DUCTS CLOSE TO WALLS, OVERHEAD
CONSTRUCTION, COLUMNS, AND OTHER
STRUCTURAL AND PERMANENT ENCLOSURE
ELEMENTS OF BUILDING.
INSTALL DUCTS WITH A CLEARANCE OF 1 INCH
AG_ ABOVE GRADE T -FCU FAN COIL UNIT_ T
REFREFRIGERANT _ _
_
AHU AIR HANDLING UNIT FD FIRE DAMPER
Al ANALOG INPUT FSD FIRE SMOKE DAMPER
RG RETURN GRILLE
RL RAIN LEADER
AO ANALOG OUTPUT FL FLOOR
RIA RUNNING LOAD AMPS
AP ACCESS PANEL I FLA FULL LOAD AMPACITY i
RPM REVOLUTIONS PER MINUTE
— —i — --
APPRO_X APPROXIMATELY FPF FINS PER FOOT _
_ RS REFRIGERANT SENSOR
_ _
BUILDING AUTOMATION SYSE IM FPI _ FINS PER INCH _
RTU ROOFTOP A/C UNIT
_BAS
BDD
BACK DRAFT DAMPER
j FPM
FEET PER MINUTE _
RTU
ROOF TOP UNIT
0A
120/1
(25 MM), PLUS ALLOWANCE FOR INSULATION
BFF
BELOW FINISHED FLOOR
- FPM
FINS PER MINUTE ;
SA
SUPPLY AIR
FLEXIBLE
75
THICKNESS.
BHP
BRAKE HORSE POWER
; FSD
FIRE/SMOKE DAMPER--
SID
SUPPLY DIFFUSER
CONNECTION
E.
ROUTE DUCTS TO AVOID PASSING THROUGH
-
CEILING EXHAUST
F.
TRANSFORMER VAULTS AND ELECTRICAL
EQUIPMENT ROOMS AND ENCLOSURES.
WHERE DUCTS PASS THROUGH NON—FIRE—RATED
INTERIOR PARTITIONS AND EXTERIOR WALLS AND
ARE EXPOSED TO VIEW, COVER THE OPENING
BETWEEN THE PARTITION AND DUCT DUCT
INSULATION WITH SHEET METAL FLANGEGE S OF
SAME METAL THICKNESS AS THE DUCT.
OVERLAP OPENINGS ON FOUR SIDES BY AT
BOD BOTTOM OF DUCT GPH GALLONS_ PER HOUR_
BUT BOTTOM GPM_ GALLONS PER MINUTE
_SD SMOKE DETECTOR SID _ FIRE STAT
_—i
BTU BRITISH THERMAL UNIT H HUMIDITY _—
SEN SENSIBLE —
CAP CAPACITY HC HEATING COIL
SG SUPPLY GRILLE
CC COOLING COIL HP HORSEPOWER
SP STATIC PRESSURE _
CD CONDENSATE DRAIN i HHWR HEATING HOT WATER RETURN
I _STRUCT STRUCTURAL
CFM CUBIC FEET PER MINUTE HHWS HEATING HOT WATER SUPPLY
T SYS_ SYSTEM
_
_ C�tWR. CHILLED? WATER_REEU-R HZ HERTZ__-
_ _ —
�T TEMPERATURE
TSP
I—TYP
TOTAL STATIC PRESSURE
TYPICAL
PROVIDE BDD REGISTER
AND WALL CAP
CHWS
CLG
CHILLED WATER SUPHLY
CEILING
__i IN—H20
! KW
INCHES OF . WATER _�
KILOWATT
G.
LEAST 1-1/2 INCHES (38 MM).
WHERE DUCTS PASS THROUGH FIRE—RATED
INTERIOR PARTITIONS AND EXTERIOR WALLS,
CMU
CONCRETE MASONRY UNIT
1 LAT
LEAVING AIR TEMPERATURE
UC
UNDERCUT
CEILING EXHAUST FAN DETAIL
NOT TO SCALE
H.
I.
J.
INSTALL FIRE DAMPERS.
PROTECT DUCT INTERIORS FROM MOISTURE,
CONSTRUCTION DEBRIS AND DUST, AND OTHER
FOREIGN MATERIALS
SEAL DUCTS FOR DUCT STATIC—PRESSURE,
SEAL CLASSES, AND LEAKAGE CLASSES
»
SPECIFIED IN DUCT SCHEDULE ARTICLE
ACCORDING TO SMACNA'S "HVAC DUCT
CONSTRUCTION STANDARDS — METAL AND
FLEXIBLE."
HANGERS EXPOSED TO VIEW SHALL BE
CONNCONNECTION LAT LATENT
UG UNDERGROUND
CT COOLING TOWER LIDLOUVERED DOOR
UL UNDERWRITERS LABORATORY
------ _
CU CONDENSING UNIT LPC_ LOW PRESSURE CONDENSATE
UON UNLESS OTHERWISE NOTED
-- --
---- -
DB DRY BULB LHS LOW PRESSURE STEAM
-
UV UNIT VENTILATOR
—
-
DDC DIRECT DIGITAL CONTROL 1 LRA LOCKED ROTOR AMPS
VAV VARIABLE AIR VOLUME
DG DOOR GRILLE LVG LEAVING
VD VOLUME DAMPER
—
DI DIGITAL INPUT ___ LWT LEAVING LEAVING WATER TEMPERATURE! E
DN DOWN MAX MAXIMUM
VFDVARIABLE FREQUENCY DRIVE
_ WB WET BULB
_ _
DO OUTPUT MBH 1000xBTU
_DIGITAL _ _ T�
DP DEW POINT I MCA MINIMUM CIRCUIT AMPACITY
_ _
DX
EA
EAT
EA
DIRECT EXPANSION MEZZ
EXHAUST AIR_ MIN
ENTERING AIR TEMPERATURE MISC
EXHAUST AIR j NC
MEZZANINE_
MINIMUM
MISCELLANEOUS _ _—
NORMALLY CLOSED
_
_
K.
THREADED ROD AND ANGLE OR CHANNEL
SUPPORTS.
SUPPORT VERTICAL DUCTS WITH STEEL ANGLES
OR CHANNEL SECURED TO THE SIDES OF THE
L.
M.
DUCT WITH WELDS, BOLTS, SHEET METAL
SCREWS, OR BLIND RIVETS; SUPPORT AT EACH
FLOOR AND AT A MAXIMUM INTERVALS OF 16
FEET (5 M).
CLEAN EXISTING DUCT SYSTEM(S) BEFORE
TESTING, ADJUSTING, AND BALANCING.
SPACING OF SUPPORTS FOR DUCTS SHALL NOT
EXCEED 12 FOR 8—INCH DUCTS OR 20 FEET
FOR LARGER DUCTS.
_
EER ENERGY EFFICIENCY RATIO -7 IC NOT IN CONTRACT
EF EXHAUST FAN NO NORMALLY OPEN
EG EXHAUST GRILLE r NTS NOT TO SCALE
�—
_ EL ELEVATION OA OUTSIDE AIR_ _
I
ELEC ELECTRICAL OAI OUTSIDE AIR INTAKE
____ _ _
ENT ENTERING OAL OUTSIDE AIR LOUVER
EQUIP EQUIPMENT OC ON CENTER
ESP EXTERNAL STATIC PRESSURE PD PRESSURE DROP
ET
EXH
EXIST
EXPANSION TANK
EXHAUST _
EXISTING_
_ 1 PKU
�_ —PH
P� OC
_
PACKAGE UNIT
PHASE
POINT OF CONNECTION
_
i
DUCT
SCHEDULE
A.
EXHAUST DUCTS:
1, DUCTS CONNECTED TO FANS EXHAUSTING
(ASHRAE 62.1, CLASS 1 AND 2) AIR:
a. PRESSURE CLASS: NEGATIVE 1—INCH WG
THIS IS A
ABBREVIATION
A REQUEST
GENERAL LIST OF ABBREVIATIONS
IS USED ON A PROJECT
FOR INFORMATION.
AND MAY
AND IS NOT
NOT BE USED ON A SPECIFIC
REPRESENTED IN THIS LIST,
PROJECT.
CONTRACTOR
IF AN
SHALL SUBMIT
(250 PA), MIN. SMACNA SEAL CLASS: B
IF NEGATIVE PRESSURE, AND A IF
POSITIVE PRESSURE, SMACNA LEAKAGE
rr—---------_�----—_---_— i
CLASS FOR RECTANGULAR: 12.
MECHANICAL NEW ROOF PLAN
0 4' 8' 16' 24'
1/81) = 1'-0„
NORTH
NEW RR
02 I
EF -1
6"0 EA UP TO
RV -1 ON RF
EXISTING BREAK [I
ROOM {
Q � i E1S`�'9N
---_ - ----_� PROCESSING
AREA
EXISTING OFFICE
UEF-1
---� " 0 EA UP TO
I;
IrRV—1ON RF
EXISTING OFFICE
T�_5:]
EXIST. RR NEW JAN. CLO
T OB i — 07 1
, MECHANICAL NEW FLOOR PLAN
0 4' 8' 16' 24'
1/8$p = 1 ' —0"
NORTH
MECHANICAL GENERAL NOTES
1 APPLICABLE CODES: FLORIDA BUILDING CODE 2017 EDITION INCLUDING MECHANICAL, PLUMBING, FUEL GAS. NEC 2014,
SMACNA, ASHRAE, NFPA
2 THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A
COMPLETE SYSTEM IN ACCORDANCE WITH THESE DRAWINGS. THE APPLICABLE BUILDING CODE AND ALL OTHER
APPLICABLE STATE, COUNTY, AND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING PUBLICATIONS;
SMACNA, ASHRAE, NFPA 90A, 90B, 91, AND ANSI B-9.1 MECHANICAL REFRIGERATION.
3 THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS, AND ALL OTHER COSTS INCIDENTAL TO THE
COMPLETION AND TESTING OF THIS WORK.
4 THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WITH ALL OTHER TRADES.
5 THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH "AS -BUILT" DRAWINGS. IF FIELD CHANGES ARE MADE,
CONTRACTOR NEEDING DRAWINGS CHANGES FOR INSPECTION, SHALL SUBMIT CHANGES WITH SUFFICIENT TIME TO MAKE
DRAWINGS CHANGES. THE CONTRACTOR WILL BE BILLED HOURLY FOR CADD CHANGES IF THE CHANGES WERE NOT
PRE -APPROVED BY THE ENGINEER AND OWNER.
6 THE CONTRACTOR SHALL SUBMIT FOR APPROVAL FIVE (5) COPIES OF MANUFACTURER'S DRAWINGS FOR EACH PIECE OF
EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. CONTRACTOR SHALL ALSO SUBMIT OPERATION AND MAINTENANCE
MANUALS FOR ALL EQUIPMENT TO THE OWNER. CONTRACTOR SHALL ALSO SUBMIT WITH MANUFACTURER SUBMITTALS A
NOTICE TO OWNER FOR TRAINING. TRAINING SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL EQUIPMENT AND
CONTROLS WITH NECESSARY TIME TO ENSURE THE OWNER HAS UNDERSTOOD SYSTEM. MINIMUM TRAINING HOURS
SHALL BE SHEDULED AT 4 -HOURS. ALL COSTS AND TIME OF TRAINING SHALL BE INCLUDED IN THE BID.
7 ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED AT
INDUSTRY STANDARD QUALITY LEVEL BY CERTIFIED PROFESSIONALS. ALL EQUIPMENT SHALL BE UL OR ETL LISTED.
8 DUCT SIZES SHOWN ARE INSIDE AIRFLOW DIMENSIONS. WHERE INTERNAL LINERS ARE USED, INSIDE DIAMETER OF DUCT
SHALL COMPENSATE FOR INSULATION THICKNESS.
9 ALL SUPPLY AND RETURN BRANCH TAKE -OFFS TO BE PROVIDED WITH MANUAL VOLUME DAMPERS. ALL ELBOWS AND
TEE'S MUST BE FURNISHED IN TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS AND EXTRACTOR AT ALL FLEX TAKE
OFFS.
10 PROVIDE "CONSTRUCTION" AIR FILTERS IN ALL AIR MOVING EQUIPMENT AND ROUGHED IN AIR DEVICE BOOTS. FOR ALL
ROUGHED IN FLEX RUN -OUTS PULL AND TWIST THE END SECTION OF THE OUTER FOIL FACE ONLY, SPIN SO THE FOIL
CLOSES, SECURE WEATHER TIGHT WITH ZIP TIE TO PREVENT MOISTURE INTRUSION. PROVIDE NEW FILTERS FOR ALL AIR
MOVING EQUIPMENT PRIOR TO START-UP. REPLACE ALL FILTERS PRIOR TO FINAL ACCEPTANCE BY OWNER. SUBMIT A
NOTICE TO THE OWNER OF FILTER QUANTITIES, SIZES AND LOCATIONS OF ALL FILTERS CHANGED.
11 ALL INSULATION SHALL HAVE FIRE/SMOKE RATING LESS THAN 25/50.
12 PROVIDE MINIMUM OF T CLEARANCE IN FRONT OF ALL 120-240 VOLT PANELS AND 4' CLEARANCE IN FRONT OF ANY 480
VOLT PANEL. PROVIDE ADEQUATE SIDE CLEARANCE PER NEC.
13 MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH
ARCHITECTURAL, PLUMBING, ELECTRICAL, AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF
DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A
COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE
OWNER.
14 THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING, FABRICATING OR INSTALLATION
OF MATERIALS OR EQUIPMENT.
15 ALL WORK SHALL BE DONE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017EDITION, NFPA, ASHRAE, AND SMACNA
DUCT CONSTRUCTION STANDARDS.
16 ROUTE ALL DUCTWORK, PIPING AND ACCESSORIES IN A MANNER TO AVOID BUILDING COMPONENTS STRUCTURE, AND
LIGHTING. COORIDNATE TRANSITIONS MADE TO MAXIMUM PRESSURE DROPS PER FAN AND PUMP MANUFACTURERS
CURVES.
17 ALL DEBRIS SHALL BE PROPERLY DISPOSED OFF SITE. CLEAN UP SITE DAILY AFTER WORK IS COMPLETE. IF CLEAN UP
PERFORMED BY OWNER'S REPRESENTATIVE AS A RESULT OF SUBCONTRACTOR NOT PERFORMING CLEAN UP
OPERATIONS, OWNER WILL HAVE THE RIGHT TO CHARGE SUBCONTRACTOR FOR CLEAN UP LABOR.
82 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY SUPPORTING DEVICES FOR ALL ACCESSORIES INCLUDED
WITHIN THIS CONTRACT.
GOODWILL
FAN SCHEDULE
Orlando, Florida
Architect:
Y
Civil Engineer:
Structural Engineer:
MEPF Engineer:
t m
ELECTRICAL DATA
BASIS OF DESIGN
TAG
SERVING
AIRFLOW
(CFM)
ESP
(IN -H20)
DRIVE
MAX
SONES
AU ;
',ON
11111100%
_ # DATE
DESCRIPTION
GENERAL
CONTROL
3
2
1
0
o. By Date Issued for
MECHANICAL
FLOOR
V/PH
HP
WATTS
MANUFACTURER
MODEL
Checked DL
Scale
m I 10 1
is
Sheet No,
NOTES
NOTES
EF -1
RESTROOM/JANITOR CLOSET
75
0.1
DIRECT
0A
120/1
-
17.0
GREENHECK
SP -1370
1.6
ALL
RV -1
RESTROOM/JANITOR CLOSET
75
0.01
GREENHECK
FGI 8X8
7-8
-
General Notes
1
ALL FAN SHALL BE UUcUL LISTED.
2
PROVIDE TOGGLE TYPE DISCONNECT SWITCH
3
PROVIDE HIGH EFFICIENCY MOTOR.
4
PROVIDE MOTOR WITH THERMAL OVERLOADS
5
SEE PLANS AND COORDINATE MOTOR AND ACCESS DOOR LOCATIONS
6
PROVIDE ROUND DUCT CONNECTION AND BACKDRAFT DAMPER.
7
PROVIDE FLORIDA PRODUCT APPROVED ROOF CURB
8
PROVIDE HI -PRO POLYESTER COATING AND BIRD SCREEN
Fan Control Notes
1
INTERLOCK WITH LIGHT SWITCH BY ELECTRICAL CONTRACTOR
GOODWILL
SANFORD
Orlando, Florida
Architect:
Y
Civil Engineer:
Structural Engineer:
MEPF Engineer:
t m
engineering consultants
925 S. Semoran Blvd I Suite 100 1 Winter Park, FL 32792
T: 407.676.2055 : w i.rtmassociates.com
Certificate of Authorization #31254
PRT MF4
/-#�i
goofvL.'• EN ��:
77571
C[!�
•�3
P •'
io'�`••�'.c�0R��.••• ���-
AU ;
',ON
11111100%
_ # DATE
DESCRIPTION
No. By Date Revision
3
2
1
0
o. By Date Issued for
MECHANICAL
FLOOR
PLANS
Sheet Title
Job No.
Date
Drawn BK
Checked DL
Scale
m I 10 1
is
Sheet No,
ALL REPRODUCTION AND
INTELLECTUAL
PROPERTY RIGHTS RESERVED
1
GENERAL ELECTRICAL NOTES I ABBREVIATIONS
1.
THE ELECTRICAL WORK IS SUBJECT TO ALL OF THE PURCHASER'S TERMS, CONDITIONS AND SPECIFICATIONS,
A
AMPERE
DESCRIPTION:
INCLUDING WORKMANSHIP.
AF
AMPERE FRAME
P
AFC
AVAILABLE FAULT CURRENT
2.
GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NECA 1
AFCI
ARC FAULT CIRCUIT INTERRUPTER
DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT 42" AFF
STANDARD FOR GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTION" (ANSI).
AFF
ABOVE FINISHED FLOOR
A
LED FIXTURE. UPPER CASE LETTER DENOTES FIXTURE TYPE. REFER
TO 'LIGHTING FIXTURE SCHEDULE' FOR FIXTURE SPECIFICATIONS AND
AFG
ABOVE FINISHED GRADE
3.
IT IS THE INTENT OF THESE ELECTRICAL DRAWING SHEETS TO CALL FOR FINISHED WORK; TESTED, AND READY
AHU
AIR HANDLER UNIT (HVAC)
A-11
FOR OPERATION. FOR THE ELECTRICAL WORK, "PROVIDE" IS AN ALL—INCLUSIVE TERM REQUIRING CONTRACTOR
AHJ
AUTHORITY HAVING JURISDICTION
®
TO PROCURE, FABRICATE, FURNISH, INSTALL, MOUNT, WIRE, CONNECT AND SUPPLY ALL MATERIAL AND LABOR
AIC
AMPERE INTERRUPTING CAPACITY
NECESSARY TO COMPLETE THE WORK TO THE ACCEPTANCE OF THE OWNER AND THE AUTHORITY HAVING
AT
AMPERE TRIP
JURISDICTION (AHJ).
AWG
AMERICAN WIRE GAUGE
QUAD RECEPTACLE, 2 OF NEMA 5-20R, MOUNT 42"
SPECIAL PURPOSE OUTLET, NEMA CONFIGURATION AS
AFF OR ABOVE COUNTER.
SHOWN.
BKR
BREAKER
4.
ALL MATERIAL PROVIDED BY THE CONTRACTOR SHALL BE NEW AND FREE OF DEFECTS, LISTED/LABELED FOR
C
CONDUIT OR CONDUCTOR
THE INTENDED PURPOSE BY UNDERWRITERS LABORATORY (UL) OR OTHER ORGANIZATION THAT IS
CB
CIRCUIT BREAKER
INDICATED ISOLATED GROUND ON ANY RECEPTACLE
ACCEPTABLE TO THE AHJ,
CLG
CEILINGCO
SYMBOL:
DESCRIPTION:
$D
CONDUIT ONLY
5.
ALL MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS.
CPT
CONTROL POWER TRANSFORMER
UNLESS OTHERWISE NOTED.
CU
CONDENSING UNIT (HVAC), COPPER
DS
DISCONNECT (SAFETY) SWITCH
6.
CONTRACTOR SHALL INSPECT SITE FOR FIELD VERIFICATION OF ALL ASPECTS OF THE WORK PRIOR TO
EC
EMPTY CONDUIT
PHASE, NEUTRAL AND GROUND CONDUCTORS.
BIDDING.
EF
EXHAUST FAN
EL
EMERGENCY LIGHT (UNSWITCHED)
7.
ALL DISCREPANCIES ON DRAWING SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING
ELE
ELECTRICAL, ELECTRIC
PRIOR TO SUBMISSION OF BIDS. CONTRACTORS SUBMISSION OF A BID CONSTITUTES ACCEPTANCE OF ALL
EM
EMERGENCY
INDICATED ON PLANS.
CONDITIONS INCLUDING FIELD CONDITIONS.
EMT
ELECTRICAL METALLIC TUBING
A-1:3
�—
ENT
ELECTRICAL NONMETALLIC TUBING
8.
THE CONTRACTOR SHALL OBTAIN AND FURNISH ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED
EWH
ELECTRIC WATER HEATER
3/4"C., MINIMUM. WIRING HOME RUN: LETTER
INSPECTIONS. THE CONTRACTORS BID SHALL INCLUDE COST OF ALL REQUIRED PERMITS AND FEES, INCLUDING
EX
EXISTING
UTILITY FEES.
FBC
FLORIDA BUILDING CODE
ELECTRICAL MOTOR; "F" DESIGNATES FAN
FDS
FUSED DISCONNECT (SAFETY) SWITCH
9.
THE ELECTRICAL SHEETS ARE DIAGRAMMATICAL IN NATURE AND INDICATE THE GENERAL LOCATION OF OUTLETS,
FLOUR
FLUORESCENT
EQUIPMENT, AND THE CIRCUIT ARRANGEMENT OF THE REQUIRED WIRING. ALTHOUGH THE DRAWINGS DO NOT
FMC
FLEXIBLE METAL CONDUIT
X
NECESSARILY INDICATE THE ACTUAL ROUTES OF CONDUITS, WHERE INDICATED, THEY SHALL BE FOLLOWED AS
FMT
FLEXIBLE METAL TUBING
CLOSELY AS PROPER COORDINATION WITH THE WORK OF OTHER TRADES AND SPACE WILL PERMIT. WHERE
GND
GROUND (ELECTRICAL)
CONDUIT RUNS ARE NOT SHOWN ON THE DRAWINGS, COORDINATE CONDUIT RUNS WITH THE WORK OF OTHER
GEN
GENERATOR
TRADES AND STRUCTURE. SIMPLIFY INSTALLATION WHEREVER POSSIBLE, BUT SUBJECT TO APPROVAL BY THE
GFI
GROUND FAULT INTERRUPTER
ARCHITECT FOR VISUAL AND STRUCTURAL REASONS. IT IS NOT WITHIN THE SCOPE OF THE DRAWINGS TO
GWH
GAS WATER HEATER
SHOW ALL NECESSARY OFFSETS, BENDS, PULL BOXES, AND OBSTRUCTIONS. THE DRAWINGS ARE NOT
HH
HAND HOLE
INTENDED TO BE SCALED, REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS. IN CASE OF
HID
HIGH INTENSITY DISCHARGE LIGHT
DISCREPANCY BETWEEN ELECTRICAL AND ARCHITECT SHEET SET FOR MOUNTING ELEVATIONS OR REFLECTED
HP
HORSE POWER
CEILINGS, FOLLOW ARCHITECT SHEETS.
HPS
HIGH PRESSURE SODIUM LIGHT
HZ
HERTZ (ELECTRICAL)
10.
MAINTAIN ON THE JOB SITE, IN GOOD CONDITION, ONE SET OF UP—TO—DATE ELECTRICAL DRAWINGS.
ICCB
INSOLATED CASE CIRCUIT BREAKER
PROGRESSIVELY, NEATLY, LEGIBLY, AND EXACTLY RECORD ON THESE DRAWINGS THE LOCATION OF ALL
IG
ISOLATED GROUND
CONCEALED CONDUIT RUNS AND ALL WORK WHICH IS INSTALLED DIFFERENTLY THAN IN THE LOCATION AND
IMC
INTERMEDIATE METAL CONDUIT
MANNER INDICATED ON THE DRAWINGS. ON COMPLETION OF THE WORK, THE DRAWINGS SHALL BE TURNED
JB
JUNCTION BOX
OVER TO THE ARCHITECT FOR APPROVAL AND POSSESSION AS A PERMANENT AND COMPLETE RECORD
KCMIL
THOUSAND CIRCULAR MILS
DOCUMENT OF THE ELECTRICAL WORK.
KVA
KILOVOLT—AMPERE
KW
KILOWATT
11.
�� ��
WHEN FOLLOWED BY THE PHRASE OR EQUAL", SPECIFIC MANUFACTURERS PRODUCTS ARE USED AS AS A
KWH
KILOWATT—HOUR
BASIS OF DESIGN. ALTERNATE PRODUCT MAY BE PROVIDED IF APPROVED "AS EQUAL" BY THE ENGINEER OF
LTG
LIGHT, LIGHTING
RECORD AND THE AHJ.
LFMC
LIQUIDTIGHT FLEXIBLE METAL CONDUIT
LFNC
LIQUIDTIGHT FLEXIBLE NONMETALLIC CONDUIT
12.
FOR ALL ELECTRICAL & COMMUNICATIONS DEVICES AND CIRCUITS, CONTRACTOR SHALL FIELD VERIFY WIH
MCB
MAIN CIRCUIT BREAKER
OWNER AND COORDINATE WITH ALL OTHER TRADES FINAL LOCATION(S) PRIOR TO ROUGH IN.
MCC
MOTOR CONTROL CENTER
MCCB
MOLDED CASE CIRCUIT BREAKER
13.
PRIOR TO FINAL ACCEPTANCE, CLEAN ALL SWITCHES, CABINETS, DEVICE PLATES, FIXTURES, AND OTHER ITEMS
MDP
MAIN DISTRIBUTION PANEL
FURNISHED UNDER THIS CONTRACT,AND ENSURE THAT ALL PANEL BOARD DIRECTORIES ARE IN PLACE AND
MH
METAL HALIDE LIGHT, MAN HOLE
COMPLETED OR REVISED AS REQUIRED BY THE WORK, AND THAT ALL MARKING AND IDENTIFICATION OF ALL
MLO
MAIN LUGS ONLY
EQUIPMENT, JUNCTION BOXES, AND OTHER ITEMS IS COMPLETED. REPAIR OR REPLACE, AS DIRECTED BY THE
N, NEUT
NEUTRAL (ELECTRICAL)
OWNER, ANY ITEMS DAMAGED DUE TO INSTALLATION OR RELOCATION OF EQUIPMENT OR DEVICES AT NO
NEC
NATIONAL ELECTRICAL CODE)
ADDITIONAL COST TO THE OWNER.
NEMA
NATIONAL ELECTRICAL MANUFACTURERS ASSN.
NFPA
NATIONAL FIRE PROTECTION ASSOCIATION
14.
UPON THE COMPLETION OF THE WORK, THE ENTIRE ELECTRICAL SYSTEM SHALL BE TESTED AND SHALL BE
NL
NIGHT LIGHT
SHOWN TO BE IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE INTENT OF THE SPECIFICATIONS
P
POLE
AND DRAWINGS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL SYSTEMS READY FOR
PB
PULL BOX
OPERATION AND TO HAVE AN ELECTRICIAN AVAILABLE TO OPERATE SAME IN ACCORDANCE WITH OR UNDER THE
PCB
POWER CIRCUIT BREAKER
SUPERVISION OF THE ARCHITECT/ENGINEER AND OR AHJ.
PH
PHASE (ELECTRICAL)
THE CONTRACTOR SHALL BE AVAILABLE TO ASSIST IN REMOVAL OF PANEL FRONTS. ETC. TO PERMIT
PNL
PANEL
INSPECTION AS REQUIRED.
PNLB
PANELBOARD
PVC
PLASTIC CONDUIT
15.
ALL WORK SHALL MEET OR EXCEED THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, NATIONAL ELECTRIC
PWR
POWER (ELECTRICAL)
CODE (NFPA 70), LOCAL ORDINANCES AND THE AUTHORITY HAVING JURISDICTION.
RCPT
RECEPTACLE
RMC
RIGID METAL CONDUIT
16.
FLEXIBLE CONDUIT INSTALLED OUT OF DOORS, IN ANY MECHANICAL EQUIPMENT ROOM, OR IN NORMALLY WET
RNC
RIGID NONMETALLIC CONDUIT
AREAS SHALL BE LIQUID TIGHT FLEX WITH SUITABLE FITTINGS.
RTU
ROOF TOP UNIT (HVAC)
SD
SMOKE DETECTOR
17.
COORDINATE WITH ALL MECHANICAL TRADES FOR SPACE REQUIREMENTS IN MECHANICAL ROOMS, CORRIDORS,
SF
SUPPLY FAN
SHAFTS, ABOVE CEILING, ETC. THIS INCLUDES SPACE ABOVE PANELS WHERE DUCTS AND PIPING ARE
SH
SHIELDED
PROHIBITED.
SW
SWITCH
SWBD
SWITCHBOARD
18.
FOR EXACT LOCATIONS OF MECHANICAL EQUIPMENT, SEE MECHANICAL PLANS.
TEL
TELEPHONE
TTB
TELEPHONE TERMINAL BOARD
19.
PROVIDE CONDUIT EXPANSION FITTINGS WITH BONDING JUMPERS FAR ALL CONDUITS PASSING THROUGH
UG
UNDERGROUND
EXPANSION JOINTS.
UL
UNDERWRITERS LABORATORY
UPS
UNINTERRUPTABLE POWER SUPPLY
20.
SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL CEILING MOUNTED EQUIPMENT.
UON
UNLESS OTHERWISE NOTED
V, VAC
VOLT, VOLT AC
21.
ALL RECEPTACLES BESIDE SINKS SHALL BE LOCATED AT LEAST 6" HORIZONTALLY FROM THE TOWEL
W
WATT
DISPENSER. UNDER NO CONDITION SHALL A RECEPTACLE BE LOCATED UNDER A TOWEL DISPENSER.
WP
WEATHERPROOF
XFMR
POWER TRANSFORMER
22.
CONTRACTOR SHALL VERIFY AND COORDINATE ALL MOUNTING HEIGHTS OF ALL DEVICES MOUNTED IN
CASEWORK OR IN OR ABOVE COUNTERS WITH EXISTING EQUIPMENT AND EQUIPMENT FURNISHED.
NOT ALL ABBREVIATIONS ARE USED IN EVERY DESIGN
RENOVATION/DEMOLITION LEGEND
POWER PLAN LEGEND
SYMBOL:
DESCRIPTION:
$M
SYMBOL:
DESCRIPTION:
CONDUIT CAP.
P
DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT 18" AFF
UON.
<E>
EXISTING TO REMAIN.
—� DN
CONDUIT STUB—DOWN.
DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT 42" AFF
OR ABOVE COUNTER.
i/
CONDUIT STUB—UP.
A
LED FIXTURE. UPPER CASE LETTER DENOTES FIXTURE TYPE. REFER
TO 'LIGHTING FIXTURE SCHEDULE' FOR FIXTURE SPECIFICATIONS AND
DUPLEX RECEPTACLE, NEMA 5-20R, SPLIT WIRE, MOUNT 42" AFF UON.
EXISTING TO BE REMOVED.
MOUNTING. CIRCUIT CONDUIT OR SIDE NUMBERING DESIGNATES WHICH
A-11
PANEL BOARD/CIRCUIT FIXTURES ARE CONNECTED TO. (TYPICAL FOR
®
DUPLEX RECEPTACLE, NEMA 5-20R, FLUSH CEILING MOUNT UON.
<R>
EXISTING TO BE RELOCATED.
LED STRIP LIGHTING FIXTURE.
QUAD RECEPTACLE, 2 OF NEMA 5-20R, MOUNT 18"
AFF UON.
ACCORDANCE WITH 2014 NATIONAL SIZED FOR A MAXIMUM OF 2%
O
QUAD RECEPTACLE, 2 OF NEMA 5-20R, MOUNT 42"
SPECIAL PURPOSE OUTLET, NEMA CONFIGURATION AS
AFF OR ABOVE COUNTER.
SHOWN.
CONDUIT RACEWAY & WIRING
LEGEND
$
WALL SWITCH, SINGLE POLE, 125/277VAC, 20A, MOUNT 48" AFF UON.
EDITION OF THE FLORIDA FIRE VOLTAGE DROP PER FBC-5TH
PREVENTION CODE. EDITION.
(PIG
INDICATED ISOLATED GROUND ON ANY RECEPTACLE
SUBMITTAL/ SHOP DRAWING DATA
SYMBOL:
DESCRIPTION:
$D
QGFI
DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT 18" AFF
(GROUND FAULT CIRCUIT INTERRUPTED)
UON
RACEWAY CONDUIT CONCEALED ABOVE CEILING
OR WITHIN WALL
UNLESS OTHERWISE NOTED. EACH CIRCUIT SHALL CONSIST OF
%GFI
DUPLEX RECEPTACLE, NEMA 5-20R, MOUNT 42" AFF
OR ABOVE COUNTER
PHASE, NEUTRAL AND GROUND CONDUCTORS.
EVERY CIRCUIT
(GROUND FAULT CIRCUIT INTERRUPTED)
SHALL HAVE IT'S OWN INDIVIDUAL NEUTRAL. FOR LIGHTING
m
JUNCTION BOX WITH BLANK PLATE; BRACKET INDICATES WALL MOUNTED.
CIRCUITS PROVIDE REQUIRED SWITCH LEGS TO
ACHIEVE SWITCHING
INDICATED ON PLANS.
A-1:3
�—
HOME RUN TO PANEL ALL HOMERUNS SHALL
BE #10 AWG,
Q
PANELBOARD (RECESSED FLUSH—MOUNTED UON).
3/4"C., MINIMUM. WIRING HOME RUN: LETTER
INDICATES PANEL;
NUMBER IS BRANCH CIRCUIT(S)
ELECTRICAL MOTOR; "F" DESIGNATES FAN
GROUNDING CONDUCTOR.
X
SAFETY (DISCONNECT) SWITCH, NON—FUSED
NUMBER = DISCONNECT RATING
— — — — — — —
CONDUIT IN/UNDER SLAB OR UNDERGROUND.
$M
MANUAL MOTOR STARTER, 125/277VAC, 20A, MOUNT 48" AFF UON.
CONDUIT CAP.
P
CONDUIT FOR POWER.
LIGHTING PLAN LEGEND
SYMBOL:
DESCRIPTION:
—� DN
CONDUIT STUB—DOWN.
—Q UP
CONDUIT STUB—UP.
A
LED FIXTURE. UPPER CASE LETTER DENOTES FIXTURE TYPE. REFER
TO 'LIGHTING FIXTURE SCHEDULE' FOR FIXTURE SPECIFICATIONS AND
MOUNTING. CIRCUIT CONDUIT OR SIDE NUMBERING DESIGNATES WHICH
A-11
PANEL BOARD/CIRCUIT FIXTURES ARE CONNECTED TO. (TYPICAL FOR
ALL LIGHTING FIXTURES)
CODE DISCLAIMERS
LED STRIP LIGHTING FIXTURE.
ELECTRICAL DESIGN IN ALL MAIN FEEDERS HAVE BEEN
ACCORDANCE WITH 2014 NATIONAL SIZED FOR A MAXIMUM OF 2%
O
CEILING MOUNTED DOWNLIGHT FIXTURE (UON IN LIGHT FIXTURE SCHEDULE)
ELECTRIC CODE (NFPA-70), AS VOLTAGE DROP AND ALL BRANCH
INCORPORATED BY THE 2017 CIRCUIT FEEDERS HAVE BEEN
FLORIDA BUILDING CODE AND 2017 SIZED FOR A MAXIMUM OF 3%
$
WALL SWITCH, SINGLE POLE, 125/277VAC, 20A, MOUNT 48" AFF UON.
EDITION OF THE FLORIDA FIRE VOLTAGE DROP PER FBC-5TH
PREVENTION CODE. EDITION.
$0S
WALL SWITCH OCCUPANCY SENSOR SWITCH, SEE OCCUPANCY SENSOR
SCHEDULE FOR MORE INFORMATION, MOUNT 48��AFF LION.
SUBMITTAL/ SHOP DRAWING DATA
$D
WALL SWITCH, DIMMER, 125/277VAC, 150OW, MOUNT 48" AFF UON.
PROVIDE 6—SETS (EACH) OF MANUFACTURER'S DATA, O&M MANUALS, ELECTRICAL DATA,
DIMENSIONAL DATA AND CLEARANCES, CONNECTION DATA, COLOR SAMPLES (IF REQUIRED),
AND TEST DATA FOR THE FOLLOWING: NOT ALL SYMBOLS ARE USED IN EVERY DESIGN
LIGHTING FIXTURES, PANELS, SWITCHBOARDS, TRANSFORMERS, GENERATORS, UPS,
SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED PRIOR TO ORDERING OF EQUIPMENT.
ENGINEER WILL REQUIRE 7 WORKING DAYS TO REVIEW DRAWINGS. ANY ITEM FURNISHED
AND/OR INSTALLED WITHOUT THE BENEFIT OF REVIEW AND ACCEPTANCE FOUND TO BE
DEFICIENT SHALL BE SUBJECT TO REPLACEMENT AT THE DIRECTION OF THE ENGINEER AND
AT THE CONTRACTOR'S SOLE EXPENSE. ENGINEER WILL REQUIRE DETAILED, COMPLETED
SUBMITTALS. IF ENGINEER IS REQUIRED TO REVIEW SUBMITTAL DATA MORE THAN TWICE,
THAN THE CONTRACTOR WILL BE CHARGED $125 PER HOUR FOR ADDITIONAL ENGINEERING
TIME TO RELEASE SUBMITTALS.
GOODWILL
SANFORD
Orlando, Florida
Architect:
Civil Engineer:
Structural Engineer:
MEPF Engineer:
k1irk1r, t m
engineering consultants
925 S. Semoren Blvd I Suite 100 1 Winter Perk, FL 32792
T: 407.678.2055: www.rtmessocietes.00m
Certificate of Authorization #31254
o.80037';
i 0 6(C/
1181111100
# DATE DESCRIPTION
No. By Date Revision
3
2
1
0
o. By Date Issued for
ELECTRICAL
GENERAL
INFORMATION
Sheet Title
Job No.
Date
Drawn ME
Checked SP
Scale
E00001
Sheet No.
ALL REPRODUCTION AND
INTELLECTUAL
PROPERTY RIGHTS RESERVED
FAN
RELOCATE EXISTING BREAKROOM
RECEPTACLES ON THIS WALL. EXISTING
CIRCUITS B-13&17.
I
EXISTING RECESSED LUMINARIE.
REMOVE AND RELOCATED AS
INDICATED ON DETAIL 2 ON THIS
SHEET. MATCH AND EXTEND
WIRING AND CONDUIT FROM
EXISTING C
.......................� IRCUIT AS INDICATED.
n\
v
v 1
49
P -111
A. 1" U A1y0 5 I
-----------------------------------------------------------
GENERAL NOTES
,' . \ \ \
'
-- ------------------
HE EXISTING CONDITIONS ARE BASED 0
T IN N
:................ .. . ..::' ::- - ' - .-.....-' ........."AS.-.....-.........,.
—BDRAWINGS AND/OR LIMITED
_.---,- ; FIELD VERIFICATIONS. THE CONTRACTOR
------------------- ,:-------------- -----------------------'--------- ... ' '------------------_-------'; ----------- --------- - - -- ........................... .................. -- ............. ............ - - -
SHALL ADJUST TO ACTUAL FIELD
RTED TO THE ENGINEER
CONDITIONS ANY DISCREPANCIES SHALL BE
2 IMMEDIATELY REPO
FOR RESOLUTION.
f' B-23 11 ':
s
--.....-- ----- CONNECT TO EXISTING BREAKROOM LIGHTING
CIRCUIT B-33, MATCH AND EXTEND CONDUIT
AND WIRING AS REQUIRED TO NEW
CONTROLS IN RESTROOM.
- .......... ' ' ... ..--- .._...---- - - '........
..-
-------------............
----------- ---
--. --------
---
O;;
_..... ---'--.,--..----_-
R> ,
+>:
`\
._
-
;t
;,,,,,.
wu
...................._-
CIRCUIT B-39. WIRE THROUGH �- -'�
!e!{
l
NEW LIGHTING CONTROLS IN
CONN. LOAD: 59 KVA
FEED: TOP
GROUND BUS: YES COPPER
;,;.
RESTROOM.
LOAD SERVED COND
PHASE NEUT
u
RELCATE STING
L1
\.,
L3
RECEPTACLES ON ON EXIST NGR
R
EXISTING PANEL B. RELOCATE CIRCUIT 26 TO
COND
- " — EXISTING SPARE BREAKER
IN CIRCUIT SPACE 22.
GND
I REMOVE EXISTING SPARE
20A/1 P BREAKERS IN
EXTEND WIRING AND CONDUIT AS
j CIRCUIT SPACES 26 AND
28 TO PREPARE FOR
EXISTING LOAD
!:
€
NEW INSTALLATION
-- ................... - -------------------------:
- - '- -------- - - ----------------------------------------
.:,
. ; ..:''<
_...................... - - --- - ......................................................
------------------------------------ .. - ,,......._.._.__.....
: '
ANEL B
_.............._. _----- .....-.........------------,-,....-.-..-,--.-.......---------------------------------------------------,......-,-........
-
.:
EXISTING LOAD
I
2
3
EXISTING LOAD
:•
:-
....... ..... ........ ........
`
... ..... ALL OTHER EXISTING BREAKROOM .....
........
- ..... ..............................:........
\ \ Fkf
LIGHTING TO REMAIN. MATCH AND
EXTEND WIRING TO MAINTAIN
\... s
EXISTING LOAD
EXISTING SWITCH LEG CONTROL
IN BREAK ROOM.
.........................
5
EXISTING LOAD
20/1
------------------------------------`..._.--.-...-..--.-...-.-----.
�.az
...................._.._.
\ \ \
N
--------------------------------------
NORTH
(D.ELLECTRICAL DEMO PLAN
. ,. `, , \ '\ 1 \\ •\� ,v
. , •\ l . '\ \ \\� \ \•\\\
0 4' 8' 16' 24'
\
EXISTING LOAD
1/811
/8" = 1'-0"
... ....................
GENERAL NOTES
,' . \ \ \
'
-- ------------------
HE EXISTING CONDITIONS ARE BASED 0
T IN N
:................ .. . ..::' ::- - ' - .-.....-' ........."AS.-.....-.........,.
—BDRAWINGS AND/OR LIMITED
_.---,- ; FIELD VERIFICATIONS. THE CONTRACTOR
------------------- ,:-------------- -----------------------'--------- ... ' '------------------_-------'; ----------- --------- - - -- ........................... .................. -- ............. ............ - - -
SHALL ADJUST TO ACTUAL FIELD
RTED TO THE ENGINEER
CONDITIONS ANY DISCREPANCIES SHALL BE
2 IMMEDIATELY REPO
FOR RESOLUTION.
f' B-23 11 ':
s
--.....-- ----- CONNECT TO EXISTING BREAKROOM LIGHTING
CIRCUIT B-33, MATCH AND EXTEND CONDUIT
AND WIRING AS REQUIRED TO NEW
CONTROLS IN RESTROOM.
- .......... ' ' ... ..--- .._...---- - - '........
..-
-------------............
----------- ---
--. --------
---
O;;
_..... ---'--.,--..----_-
R> ,
+>:
PANEL B
-
;t
CONNECT EXHAUST FAN TO NEW
LOCATION: ELEC RM
VOLTAGE: 120Y/208V
TRIM: SURFACE
;�� ;_ I
CIRCUIT B-39. WIRE THROUGH �- -'�
MAIN: 200A
SYSTEM: 30,
BUS RATING
l
NEW LIGHTING CONTROLS IN
CONN. LOAD: 59 KVA
FEED: TOP
GROUND BUS: YES COPPER
;,;.
RESTROOM.
LOAD SERVED COND
PHASE NEUT
GND BKR
RELCATE STING
L1
L3
RECEPTACLES ON ON EXIST NGR
R
BKR
COND
PHASE
CIRCUITS B-13&17. MATCH AND
GND
5.
LOAD SERVED
EXTEND WIRING AND CONDUIT AS
CKT
1
EXISTING LOAD
-------------------'---------
U D
REQUIRED.
- .-.-,........-.-.-....
N
500
1500
: '
20/1
_.............._. _----- .....-.........------------,-,....-.-..-,--.-.......---------------------------------------------------,......-,-........
-
.:
EXISTING LOAD
I
2
3
EXISTING LOAD
:•
:-
....... ..... ........ ........
`
... ..... ALL OTHER EXISTING BREAKROOM .....
........
- ..... ..............................:........
1500
1500
LIGHTING TO REMAIN. MATCH AND
EXTEND WIRING TO MAINTAIN
\... s
EXISTING LOAD
EXISTING SWITCH LEG CONTROL
IN BREAK ROOM.
.........................
5
EXISTING LOAD
20/1
------------------------------------`..._.--.-...-..--.-...-.-----.
.. .. ................:............. ....
-...._
--.-.-.-.--_........................ -_......... ..............
--------------- ...------.
\ \ \
N
--------------------------------------
-----------------------`-------- ------------------------`---"' ------- ---------------- -
i
. ,. `, , \ '\ 1 \\ •\� ,v
. , •\ l . '\ \ \\� \ \•\\\
6
\
EXISTING LOAD
:-:.-.
... ....................
. ........... ...-............. .-.- .- ...........-.-...�`�
1500
N
20/1
----------------
208V, 2 PO
-- .. .. .... TI 1111111f1111f+/'1
E
/.\1\Irl1Tl�1�I1T/�11 --------------- -
ELECTRICAL NEW PLAN NOS"
0 4' 8' 16' 24'
UPDATED: 11/13/2018 9:02 am
ISSUED FOR: APPROVAL
PANEL B
LOCATION: ELEC RM
VOLTAGE: 120Y/208V
TRIM: SURFACE
MAIN: 200A
SYSTEM: 30,
BUS RATING
MLO
4W
200A
CONN. LOAD: 59 KVA
FEED: TOP
GROUND BUS: YES COPPER
CKT
LOAD SERVED COND
PHASE NEUT
GND BKR
DMD
L1
L2
L3
DMD
BKR
COND
PHASE
NEUT
GND
I
LOAD SERVED
CKT
1
EXISTING LOAD
20/1
N
500
1500
N
20/1
EXISTING LOAD
2
3
EXISTING LOAD
20/1
N
1500
1500
N
20/1
EXISTING LOAD
4
5
EXISTING LOAD
20/1
N
1500
N
20/1
EXISTING LOAD
6
%
EXISTING LOAD
20/1
N
1500
N
20/1
EXISTING LOAD
8
9
EXISTING LOAD
20/1
N
1500
1500
N
20/1
EXIST ING LOAD
10
11
EXISTING LOAD
20/1
N
1500 1500
N
20/1
EXISTING LOAD
12
13
BREAKRM RECEPT
20/1
R
1500
N
20/1
EXISTING LOAD
14
15
EXISTING LOAD
20/1
N
1500 1500
N
20/1
EXISTING LOAD
16
17 ETAIL FANS/CASH OFFICE/BRKRM REC
20/1
R
1500
1500
N
20/1
EXISTING LOAD
e
18
19
EXISTING LOAD
20/1
N
1500
N
20/1
EXISTING LOAD
20
1
EXISTING LOAD20
1
N
1500
1500
N
20/1
EXISTING LOAD
22
23
WATER FOUNTAIN 3/4"
#10 #10
#10 20/1
R1500
N
20/1
EXISTING LOAD
24
-25-
N
1500
W
30/2
3/4"
#10
#10
#10
EWH-1
26
27
EXISTING LOAD
20/1
N
1500 2250
W
#10
1
28
29
BATHROOM LIGHTS/STORAGE
20/1
L1500
N
20/1
EXISTING LOAD
30
31
EXISTING LOAD
20/1
N
1500
N
20/1
EXISTING LOAD
32
33
BREAKRM LIGHTS/FANS
20/1
L
1500 1500
N
20/1
EXISTING LOAD
34
35
EXISTING LOAD
20/1
N
1500
1500
N
20/1
EXISTING LOAD
36
37
EXISTING LOAD
20/1N
500
1500
N
20/1
EXISTING LOAD
38
39
EF -01 3/4"
#10 #10
#10 20/1
N
1500
N
20/1
EXISTING LOAD
40
INTERRUPT RATING:
21750 21250 16000
FROM:
LOADS (IN VA ) CONNECTED DEMAND
FACTOR
LIGHTING 2000 1.25
RECEPTS TO 10 KVA 3500 1.0
RECEPTS REMAINING 0 0.5
SPACE HEATING 0 0.0
AIR CONDITIONING 0 1.0
MINIMUM
FEEDER
2500
3500
0
0
0
LOADS CONNECTED DEMAND
FACTOR
NON—SEASONAL
MOTORS 0 1,0
LARGEST MOTOR 0 0.25
WATER HEATING 4500 1.0
KITCHEN EQUIP. 0 1.0
MINIMUM
FEEDER
0
0
4500
0
REMAINING
CONTINUOUS LOADS
REMAINING
NON—CONTINUOUS LOADS
DEMAND LOADS
TOTAL CONNECTED LOAD
MIN. FEEDER/PANEL CAP.
OVERALL DEMAND FACTOR
0 1.25
49000 1.0
0 1.0
59 KVA
59.5 KVA
1.01
0
49000
0
163.9 AMPS
165.3 AMPS
All
DEC 4 201E 11\111 III I JAI
1 ) kr ,l 11' ; 1,:1 ''1 I;m 1)
i
I
I
I
f
i