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HomeMy WebLinkAboutSite PlansN 1 LOCATION MAP
AID.1
SCALE: APROX 1" = 200'
FLOOD ZONE ASCE16and with ASCE24.
CLASSIFICATION: FLOODZONE'X'
AS DETERMINED BY FEMA FLOOD MAP REVIEW
LOAD SCHEDULE
LIVE DEAD PART'N TOTAL
GROUND FLOOR 40 50 10 100
SECOND FLOOR 40 15 10 65
ROOF + LIMIT STOR. 30+20 30 0 80
1607.5Partition loads.
In buildings where partition locations are subject to change, provisions for partition weight
shall be made, unless the specified live load is 80 psf or greater. The partition load shall be
not less than a uniformly distributed live load of 15 psf (0.72 kN/m2).
ULTIMATE WIND SPEED = 170 M.P.H
RISK CATEGORY = II
EXPOSURE CATEGORY 1609.4.3
B MEAN ROOF >30 FT. W/ SURFACE ROUGHNESS B UPWIND 1500 FT
MEAN ROOF <30 FT. W/ SURFACE ROUGHNESS B UPWIND 2600 FT
C WHERE EXPOSURES B, AND D DO NOT APPLY
D WHERE SURFACE ROUGHNESS D EXTENDS 5000 FT UPWIND
INLAND FROM THE SHORELINE 600 FT OR (20 x BUILDING HEIGHT)
SURFACE ROUGHNESS 1609.2
B URBAN, SUBURBAN, WOODED W/ NUMEROUS OBSTRUCTIONS
C OPEN TERRAIN W/ SCATTERED OBSTRUCTIONS LESS THAN 30FT.
100 FT HORIZONTALLY FROM AN A (C or D) 1 00'W x 600' D UPWIND
INCLUDES FLAT OPEN COUNTRY & GRASS LANDS EXTENDING 1500 FT.
D FLAT UNOBSTRUCTED AREAS AND WATER SURFACES.
INTERNAL PRESSURE = +/- 0.18
ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 P.S.F.
NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE
FLORIDA BUILDING CODE. DESIGN PRESSURES FOR EXTERIOR DOORS AND
WINDOWS ARE NOTED ON THE ELEVATIONS. WINDOW AND DOOR
MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE
APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES.
RISK CATEGORY 1604.5
I Buildings and other structures that represent a low hazard to human life.
�U`Rl'CULTURE; 1ERAPORAHY
II THOSE NOT I, III, IV, OR V
III Buildings and other structures that represent a substantial hazard to human life
BUILDINGS > 300 OCC., E >250 OCC., E GREATER THAN 12TH > 250
OCC., 12 > 50 RESIDENTS, 13, UTILITIES
IV Buildings and other structures designated as essential facilities
100
OCCUPANCY CALCULATION �S7.3 .21'
PROJECT/BUILDING AREA 3005 SQ/FT
SQ/FT:OCCUPANT
GROSS U.N.O.
BUSINESS 100 3005 SQ/FT 30.05
TOTAL OCCUPANTS 31PEOPLE
FIXTURE CALCULATION FBC-P403.1
TOILET CALCULATIONS ARE BASED ON THE FLOOR AREA OF THIS PROJECT
PL: 403.3 THE OCCUPANT LOAD SHALL BE COMPOSED 50 PERCENT OF EACH SEX.
OCCUPANTS FEMALE:16 MALE:16
CLASSIFICATION: BUSINESS
REQUIRED PROVIDED
FEMALES MALES FEMALES MALES
LAVATORIES: 1:40 .4 .4 1 1
WATER CLOSETS: 1:25 .7 .7 2 1
URINALS: 1
DRINKING FOUNTAINS: 1:100 .4 2 HILO
SERVICE SINK: 1 1 1
CLASSIFICATION E.B. CHAPT.4
REPAIRS: REPLACEMENT OF DAMAGED MATERIALS FOR MAINTENANCE
ALTERATIONS
LEVEL 1: REPLACEMENT OF MATERIALS, ELEMENTS, EQUIPMENT, OR FIXTURES
FOR THE SAME PURPOSE.
ANY SYSTEM OR INSTALLATION OF ADDITIONAL EQUIPMENT. LESS
THAN 50 PERCENT OF THE BUILDING AREA.
LEVEL 3: ALTERATIONS WHERE THE WORK AREA EXCEEDS 50 PERCENT OF THE
AGGREGATE AREA OF THE BUILDING WITHIN ANY 12 MO. PERIOD.
CHANGE OF OCCUPANCY: FOLLOW PROVISIONS OF CHAPT 9.
ADDITIONS: FOLLOW PROVISIONS OF CHAPTER 10.
CLASSIFICATION - L.S. CHAPT.43
REPAIRS: THE PATCHING, RESTORATION, OR PAINTING OF MATERIALS,
ELEMENTS, EQUQIPMENT OR FIXTURES FOR THE PURPOSE OF
MAINTAINING SUCH MATERIALS, ELEMETNS, EQUIPMENT OR FIXTURES
IN GOOD OR SOUND CONDITION.
RENOVATION: THE REPLACEMENT IN KIND, STRENGHTHENING, OR UPGRADING
OF BUILDING ELEMENTS, MATERIALS, EQUIPMENT OR FIXTURES, THAT
DOES NOT RESULT IN A RECONFIGURATION OF THE BUILDING SPACES
WITHIN.
MODIFICATION: THE RECONFIGURATION OF ANY SPACE: THE ADDTIION,
RELOCATION, OR ELIMINATION OF ANY DOOR OR WINDOW; THE
ADDITION OR ELIMINATION OF LOAD BEARING ELEMENTS; THE
RECONFIGURATION OR EXTENSION OF ANY SYSTEM; OR THE
INSTALLATION OF ANY ADDITIONAL EQUIPMENT.
MODIFICATION TO AN ENTIRE OCCUPANCY WITHIN A BUILDING SHALL
BE CONSIDERED A RECONSTRUCTION.
RECONFIGURATION/RECONSTRUCTION: THE RECONFIGURATION OF A SPACE THAT
AFFECTS AN EXIT OR A CORRIDOR SHARED BY MORE THAN ONE
OCCUPANT SPACE; OR THE RECONFIGURATION OF A SPACE SUCH
THAT THE REHABILITATION WORK AREA IS NOT PERMITTED TO BE
OCCUPIED BECAUSE EXISTING MEANS OF EGRESS AND FIRE
PROTECTION SYSTEM OR THEIR EQUIVALENT, ARE NOT IN PALCE OR
CONTINUOUSLY MAINTAINED.
CHANGE OF USE: A CHANGE IN THE PURPOSE OR LEVEL OF ACTIVITY WITHIN
A STRUCTURE THAT INVOLVES A CHANGE IN APPLICATION OF THE
REQUIRMENTS OF THE CODE.
FIRE RATING REQUIREMENTS LSC60. 0.2.2BC803.11,
PRIMARY STRUCTURAL FRAME 0
BEARING WALLS: EXTERIOR: 0
INTERIOR: 0
NONBEARING WALLS
& PARTITIONS EXTERIOR: 0
INTERIOR: 0
FLOOR CONSTRUCTION:
& SECONDARY MEMBERS 0
ROOF CONSTRUCTION:
& SECONDARY MEMBERS 0
FINISHES
EXITS A, I OR II L.S. 10.2.2
EXIT ACCESS CORRIDORS A OR B I OR II
OTHER SPACES A,B, OR C NA
EXIT ENCLOSURE A OR B FBC 803.11
CORRIDORS A, B, OR C
ROOMS AND ENCLOSED SPACES A,B, OR C
RISK CATEGORY CHAPT.1604
1 - LOW HAZARD AGRICULTURAL TEMPORARY MINOR STORAGE)
II BUILDINGS NOT I, III, OR IV
III SUB TAN I IAL AZARG( AS EM Y +300, SCH OLS + 5 , I +250, 13,
ANY OCCUPANCY WITH +5000, PUBLIC UTILITIES NOT IN CAT IV,
BUILDINGS CONTAINING TOXIC SUBSTANCES.
IV 12 W/ SURGERY & TREATMENT, PUBLIC SERVICES & UTILITIES, SHELTERS,
HIGHLY TOXIC MATERIALS, AVIATION CONTROL TOWERS, NATL. DEF.
BUILDINGS, WATER STORAGE AND PUMP STATIONS.
V ultimate wx
DESIGN LOADS MPH u
CAT II CAT III CATI
El 140 150 130
150 180 140
175 190 160+'
180 200 170
DESIGN LOADS WITHIN CATEGORIES MAY BE HIGHER THAN THE MINIMUM
ADOPTED BY THE COUNTY OR MUNICIPALITY NOTED. THIS IS THE DESIGN
INTENT OF THE PROFESSIONAL.
FILE CO Ply
OV E SE F QC
3
:w^OiECOMPLANC
STAL,,. 4GIE COIL, 4 9 1
'Ulx'C7/
SPINAKER US1 LLC
OWNER. 983 12TH ST, VERO BEACH, FL. 32960
MINUTEMAN PRESS
130 SE DA AVE.
ADDRESS. PORT SAIINTRLUCIE,FL.
PROPERTY ID:3419-525-0001-200-6 Map ID:34/22S
Use Type: 1100 Zoning: Comm Offic
INFORMATION: Jurisdiction: Saint Lucie County
Account #: 42396
PROPERTY APPRAISER INFORMATION
SCOPE:
THIS IS AN EXISTING BUILDING.
THE CURRENT TENANT' MINUTEMAN PRESS' MOVED IN AND MADE
MODIFICATIONS. A NOTICE OF VIOLATION WAS GIVEN ON 03-27-2020. THE
FINDINGS ASKED FOR DOCUMENTATION OF THE ALTERATION REQUIRED FOR
PERMIT.
THESE CONSTRUCTION DOCUMENTS LAYOUT THE MODIFICATIONS MADE TO THE
EXISTING BUILDING.
PRIMARILY THE REMOVAL OF PARTITIONS FOR (5) EXISTING OFFICES, THE
RELOCATION OF THOSE PARTITIONS FORMING A NEW CONFERENCE ROOM, AND
THE ELECTRICAL MODIFICATIONS MADE FOR THE INSTALLATION OF PRINTERS,
PLOTTERS, AND OTHER PRINT SERVICE EQUIPMENT.
THE OWNER SHALL BE RESPONSIBLE FOR PROVIDING VALUES FOR
CONSTRUCTION TO SHOW BARRIER REMOVAL EQUIVALENT OR GREATER THAN
20 PERCENT OF THE CONSTRUCTION TOTAL. THE CONTRACTOR HAS PROVIDED
AN ESTIMATE OF CONSTRUCTION OF: $35,000: 20% = $7000 DEEMED
DISPROPORTIONATE IN ACCORDANCE WITH FBC ACCESSIBILITY 202.4.2. AN
EXTERIOR RAMP AND THE HILO WATER FOUNTAIN ARE THE BARRIER REMOVAL
METHODS USED TO MEET THE 20%.
MECHANICAL - NO WORK
PLUMBING - RE -INSTALL WATER FOUNTAIN
ELECTRIC - ADDITIONAL OF EQUIPMENT
NO CHANGES TO THE RCP/LIGHTING OR
EXTERIOR ELECTIC.
BUILDING /PROJECT DATA
BUILDING AREA: U/A
3,005
GROSS SF
4,649
PROJECT AREA:
DEMO - 48 SF
NEW - 36 SF
TOTAL AREA OF WORK:
84 SF
TOTAL AFTER CONSTRUCTION:
NO CHANGE TO THE BUILDING U/A OR
PERIMETER AS PART OF SCOPE OF WORK
REQUIRED NUMBER OF EXITS
2 FROM ALL AREAS 3 PROVIDED
OCCUPANCY SEPARATION
N/A
TABLE 508.4, 708.1, LS. TABLE 6.1.14.4.1
OCCUPANT LOAD
31
BUILDING CLASSIFICATION:
CHAPT.3
11
- INSTITUTIONAL HOUSING 16+
Al
- FIXED SEATING
12
- INSTITUTIONAL MEDICAL CARE
A2
- FOOD AND/OR DRINKS
13
- INSTITUTIONAL JAILS
A3
-WORSHIP, RECREATION
M
- MERCANTILE
A4
INDOOR SPORTS
R1
- RESIDENTIAL (TRANSIENT)
A5
-STADIUMS BLEACHERS
R2
-RESIDENTIAL (2+ DWELLINGS) _
B
BUSINESS
R3
- RESIDENTIAL ( PERMANENT )
E
EDUCATIONAL
R4
- RESIDENTIAL CARE >16 PERSONS
F1
FACTORY (MODERATE HAZARD)
S1
- STORAGE ( MODERATE HAZARD)
F2
FACTORY (LOW HAZARD)
S2
- STORAGE(LOW HAZARD)
F3
FACTORY ( SPECIAL PURPOSE
U
- UTILITY / MISCELLANEOUS
H
HIGH HAZARD
D
- DAYCARE
NEW STRUCTURE/ OCCUPANCY
EXISTING STRUCTURE/ OCCUPANCY C
NOTE:
NO CHANGE TO OCCUPANCY TYPE DO TO SCOPE OF WORK.
CONSTRUCTION TYPE CHAPT.6 [
TYPE 1: BUILDING ELEMENTS ARE NON COMBUSTIBLE
TYPE II: EXTERIOR WALLS NON COMBUSTIBLE FRTW NON BEARING PARTITIONS
CORRIDORS SERVING NO MORE THAN 30 OCCUPANTS 1 HR FRTW
TYPE III: EXTERIOR WALLS NON COMBUSTIBLE INTERIOR - ANY
TYPE IV: HEAVY TIMBER
TYPE V: EXTERIOR & INTERIOR ANY MATERIAL PERMITTED BY CODE
A -PROTECTED a B-UNPROTECTED SPRINKLED a UNSPRINKLED
ALLOWABLE HEIGHT: 504.3 40 FT
ALLOWABLE STORIES: 504.4 2
ALLOWABLE AREA: 506.2 9,000 SF
CLIMATE ZONE: 1 MIAMI/DADE/BOWARD
3 4
CURRENT
CODES
BUILDING
6th EDITION (2017) FLORIDA BUILDING CODE
RESIDENTIAL
6th EDITION (2017) FLORIDA RESIDENTIAL CODE
EXISTING
6th EDITION (2017) FLORIDA EXISTING BUILDING CODE
ACCESSIBILITY
6th EDITION (2017) FLORIDA ACCESSIBILITY CODE
ENERGY
6th EDITION (2017) FLORIDA ENERGY CONSERVATION CODE
PLUMBING
6th EDITION (2017) FLORIDA PLUMBING CODE
MECHANICAL
6th EDITION (2017) FLORIDA MECHANICAL CODE
FUEL GAS
6th EDITION (2017) FLORIDA FUEL GAS CODE
ELECTRICAL
2014 NATIONAL ELECTRIC CODE
FIRE
6th EDITION (2017) FLORIDA FIRE PREVENTION CODE
2015 NFPA 101 LIFE SAFETY CODE
2015 NFPA 1, FIRE CODE
FIRE :Review and approval by the AHJ shall not relieve the applicant of the responsibility of
compliance with this Code per NFPA -1: 1.14.1
STRUCTURAL
ASCE STANDARD 7-10
FIRE ALARM
FIRE ALARM AND SIGNALING CODE NFPA 72
SHEETINDEX
A0.1 - TITLE PAGE
A1.0 - SITE PLAN, NEW ACCESSIBLE RAMP
A1.2 - EXISTING FLOOR PLAN
A1.4 - EXISTING REFLECTED CEILING PLAN
A2.0 - FLOOR PLAN
A3.0 - PLUMBING PLAN, ARCHITECTURAL POWER PLAN
( NOTE SEE ELECTRICAL ENGINEERING DOCS FOR ELECTRICAL)
E1.0 - ELECTRICAL NOTES
E2.0 - ELECTRICAL PLAN
GN1 - GENERAL NOTES
GN2 - GENERAL NOTES
GN3 - GENERALNOTES
GN4 - GENERAL NOTES
%AKv, . . . -. a LJRe
BUILDING IDEAS
TRANSFORMING IDEAS INTO REALITY
PH 1.772.408.6963 22062 CONCHA AVE.
FAX : Ancient tech email it. BOCA RATON, FL.
No one faxes anymore 33428
EMAIL: rlewis@biarch.com
AA26001089
F
C]
ROBERT S. LEWIS REG # : AR91402
CONSULTANTS:
OFFICE INFORMATION
DRAWN BY : RSL
CHECKED BY : RSL
ISSUE DATE 4/13/2020
FILE NAME C:\PROJ\1200\1201
REVISIONS:
REV # DATE DESCRIPTION
Z
PROJECT TITLE:
MINUTEMAN PRESS
TENANT IMPROVEMENT
130 SE ENTRADA AVE., PORT SAINT LUCIE, FL
ID:3419-525-0001-200-6 ACCOUNT:42396
USE: 2300
COMMISSION # : 2008
ZONING: COMM OFFIC
SHEET TITLE:
TITLE PAGE
C1 - COMMENTS, RESPONSES, AND REVISIONS
JUL 13 2020
ST. Lucie County, Permitting
SITE PLAN NOTES
1.THE ARCHITECTURAL SITE PLAN, IF PROVIDED IN THESE DOCUMENTS IS FOR GENERAL LOCA110N OF THE
HOUSE, POOL, DRIVEWAYS AND SITE FEATURES ONLY. THE G.C. OR OWNER SHALL PROVIDE A
THE PRELSURVEYOR S RESPONSIBIMINARY LOT FIT L
E OFOR VERIFYING BY A EBUILD NG LOT IT,D SURVEYOR AT 50LOT ECOVER GERCENT M EASEMENT LOCATIONS,
PLETION OF PR
SET BACKS, AND ALL SITE DIMENSIONS PRIOR TO PERMIT AND CONSTRUCTION. ERA IF ANY CONFLICTS OCCUR
ARCHHII ARCHITECT SHALARCHITECTURAL
BE NOTIFIED W WRITINGAND
PRIORUTTO PERMITTINGRS LAYOUT
AND CO SrTRUCTON.N NO CONTRACTOR
SHALL
BE PERFORMED UNTIL THE GENERAL CONTRACTOR RESOLVES THESE CONFLICTS.
2. RAMP LENGTH WILL ALWAYS BE DEPENDANT UPON FIELD REVIEW AND FIELD MEASUREMENTS MADE BY THE CONTRACTOR. SLOPES SHALL BE MIN 1:12 MAX. SLOPES OF 1:20 OR GREATER ARE WALKS.
DIMENSIONS SHOWN ON ARCHITECTURAL PLANS ARE REFERENCES. FIELD MEASUREMENTS SHALL
OEERMINE LENGTHS.
3. RAMPS THAT EXCEED 6'-0" IN LENGTH OR 6" IN HEIGHT SHALL BE AT A SLOPE OF 1:20 OR GREATER
TO REMOVE THE NEED FOR HANDRAILS.
0001-000-4
N6.1� TRANS
p
rp'L ELEC PAD
5/8" IRC N METER C
(LB 98)
/'i,
BURIED GA / , f / I',l
p TANKi'//rI' /,'I lJj
4- C10
a 48' y. /Ct ,,4�. i/, j/•i//;
/1
n, v a2 93' � E105�5 ORS
ga
o u ; 4„ CO
z Z I ,.
ER "
,25-
J '%
/ l
FND 5/8' ;RC ' �
E .:,!,
(LB4441
- _ 0.29S - I (BEARING ASIS
°S , 'S5'02 W(C) 97.08'(D
139'57'00"WK ❑
ELECTRIC RISER
\ ALUMINUM
COVERED BUS
STOP
�\ RP CP (A
WORK SET 5/8
(LBSD'
39.2T, ; R=t25 00',
sosa) N"a/
RPZ big
FND 5/8" IR565622 / 0 /
(LB4441) / SOP /
KEY - SITE PLAN
1.0
SCALE: 1" = 30'-0"
1/2"EXP. JOINT
II III I I 'd e CONC. PAV'T.
II —III d e
I_I I I TYPE D CONC. CURB
=I I W/ 2-#5 CONT. &
#3 TIES ® 16" C/C
NOTE
Q CURB 'D' DET. W CURB ®2p10 p"10;�5
A1.0
SCALE: 1-1/2" = 1'-0"
�1\
FND
AND TIN
(N
/ \ 1
�1
5-0' 4'-0
/ b
\r
�
12'-0"
MIN
EXISTING
2 SITE DEMOLITI
1.0
SCALE: 1/8" = T-0"
�01
WHITE
NOTES:
ALL HANDICAP PARKING STRIPES (OUTLINES) ARE TO
BE 4" WIDE BLUE ELASTOMERIC PAINT.
STRIPING AND WALK OUTLINES TO BE WHITE
STRIPING DETAIL
Al 0 —
SCALE:NTS
MIN.
29'-0„
MIN
FOR NEW
RAMP
20'-0"
I�
1 N
MIN
REMOVE EXISTING
NON COMPLINAT RAMP
ON PLAN
EXISTING WALK
FIELD VERIFY
WS DOWELED W/EPDXY 6• -
PrrO EXISMO AND NEW
STAB AT 2A• or_
r CONC. WALK W/6-"""0
W-W.E
SEE PL,
8,P.
1 j
31�,
8„ 1#5
U.N.O.
CONECTION TO EXIST WALK
10 —
SCALE:NTS
5'-0" 4'-0"
JHB RAMP SEE
SEE 9/A1.0
RE -PAVE AND REPAINT
PREVIOUS AREA OF
RAMP_
PROPOSED RAMP
10
SCALE: 1/8"
NOTE: SHOULD THE ELEVATION CHANGE BE GREATER THAN 61NCHES THE
SLOPE WILL BE MODIFIED TO BE 1: 20
AREAS OF WALK THAT SLOPE ARE SIMILAR TO THIS DETAIL IN EVERY WAY
ACCEPT THAT THE SLOPE IS LESS THAN 5 PERCENT (1:20 )
JL DEPENDANT UPON ELEVATION
6X6,10110 WWF
CHANGE LANDING 6-0" MIN
SLIP RESISTANT SURFACE
FULL LENGTH AND BREArHOF
RAMP TO
BEEXPOSED AGREGATE
1 #5 CONT IN
85c8' _
CURB RAMP DETAIL
SCALE: NTS
X IF'X'=5'-0"MIN.
NOTE:
DUE TO THE SLOPE OF THE SIDE WALK THE RAMP
CANNOT SIMPLY BE A MULTIPLE OF THE CURB
HEIGHT. (EX. 6" CURB = 6.0" RAMP) THE RAMPS IN
MOST CASES MUST BE LONGER TO ACCOMODATE
THE SLOPE OF THE SIDEWALK THEY ARE ENTERIN
SIDEWALK
man
CURB TRANSITION 5,-a, 48" 5'-C
CURB 14"-(Y"
DROP CURB
TYPICAL HANDICAP SIDEWALK RAMP
NO SCALE
HANDICAP PARKING
1.0
SCALE: 1/8"
12
45"
FLAREI) SIDE
TRANSITION CURB
CURB
T OBE PAS DI ES) D TRAFFIC YELLOW
(THNOTE:
CONTRACTOR TO DETERMINE IF SITE CONDITIONS
DEMAND A LONGER RAMP TO ACHIEVE 1:12 MAX
SLOPE. (CHECK SLOPE OF EXISTING SIDEWALKS)
'E IEW D FOR
OMPL AN E
.U01E e=NTY
, CH I T ECT e
BUILDING IDEAS
TRANSFORMING IDEAS INTO REALITY
PH 1.772.408.6963 22062 CONCHA AVE.
FAX : Ancient tech email it. BOCA RATON, FL.
No one faxes anymore 33428
EMAIL: rlewis@biarch.com
AA26001089
O LL
0;
O y
Au
ROBERT S. LEWIS REG # : AR91402
CONSULTANTS:
OFFICE INFORMATION
DRAWNBY
RSL
CHECKED BY
RSL
ISSUE DATE
4/13/2020
FILE NAME
CAP`R0J%03O Al
REVISIONS:
REV# DATE
DESCRIPTION
J -
PROJECT TITLE:
MINUTEMAN PRESS
TENANT IMPROVEMENT
130 SE ENTRADA AVE., PORT SAINT LUCIE, FL
ID:3419-525-0001-200-6 ACCOUNT:42396
USE: 2300 ZONING: COMM OFFIC
COMMISSION # : 2008
SHEET TITLE:
SITE PLAN
REPLACEMENT RAMP
Al 00
H.B.
EXISITNG FLOOR PLAN
SCALE: 1/4" = V-0"
EXISTING DRIVE THROUGH
NOT CURRENTLY IN USE
PARTITION LEGEND
x� EXISTING
MASONRY WALL
TO REMAIN
Illy EXISTING WALL TO
REMAIN
NEW PARTITION FROM
SLAB TO MATCH EXISTING
NEW PARTITION
PARTIAL WALL
C PARTITIONS &
FIXTURES TO BE
REMOVED
'REVIEWEDFOR
'4D . PLIA
'Jr N"
socc
ARv` I . . I JLJ
BUILDING IDEAS
TRANSFORMING IDEAS INTO REALITY
PH 1.772.408.6963 22062 CONCHA AVE.
FAX : Ancient tech email it. BOCA RATON, FL.
No one faxes anymore 33428
EMAIL: rlewis@biarch.com
AA26001089
ROBERT S. LEWIS REG # : AR91402
CONSULTANTS:
OFFICE INFORMATION
DRAWNBY : RSL
CHECKED BY : RSL
ISSUE DATE : 4/13/2020
FILE NAME : C:\PROJ\0300\A1
REVISIONS:
REV # DATE DESCRIPTION
PROJECT TITLE:
MINUTEMAN PRESS
TENANT IMPROVEMENT
130 SE ENTRADA AVE., PORT SAINT LUCIE, FL
ID:3419-525-0001-200-6 ACCOUNT:42396
USE: 2300 ZONING: COMM OFFIC
COMMISSION # : 2008
SHEET TITLE:
EXISTING PLAN
Al 02
01
0
EXISITNG REFLECTED CEILING PLAN
AND POWER PLAN
SCALE: 1/4" = T-0"
w
u
N
EXISTING DRIVE THROUGH
NOT CURRENTLY IN USE
0
PARTITION LEGEND
e
FIRE EXTINGUISHER 75'-0" MAX
EXISTING
SPACING
phi MASONRY WALL
EMERGENCY LIGHT W/ BATTERY
TO REMAIN
BACKUP
U���,�� EXISTING WALL TO
REMAIN
e
EXIT SIGNAGE
® NEW PARTITION FROM
COMBINATION EXIT & EMERGENCY
SLAB TO MATCH EXISTING
LIGHT W/ BATTERY BACKUP
I NEWPARTITION
PARTIAL WALL
so
SMOKE DETECTOR
C PARTITIONS &
— FIXTURES TO BE
REMOVED
ela"'VIEWED FOR
ODE 0C)MPLIANCE
'T i-MIE COUNTY
BOCCI
❑11
C 1TECT
BUILDING IDEAS
TRANSFORMING IDEAS INTO REALITY
PH 1.772.408.6963 22062 CONCHA AVE.
FAX : Ancient tech email it. BOCA RATON, FL.
No one faxes anymore 33428
EMAIL: rlewis@biarch.com
AA26001089
ROBERT S. LEWIS REG # : AR91402
CONSULTANTS:
OFFICE INFORMATION
CHECKED BY RSL
ISSUE DATE 4/13/2020
FILE NAME : CAPROJ\0300\A1
REVISIONS:
REV # DATE DESCRIPTION
PROJECT TITLE:
MINUTEMAN PRESS
TENANT IMPROVEMENT
130 SE ENTRADA AVE., PORT SAINT LUCIE, FL
ID:3419-525-0001-200-6 ACCOUNT:42396
USE: 2300 ZONING: COMM OFFIC
COMMISSION # : 2008
SHEET TITLE:
EXISTING RCP
49'-3"
HA,
-F
EXISTING DRIVE THROUGH
NOT CURRENTLY IN USE
e FIRE EXTINGUISHER 75--0" MAX
SPACING
EMERGENCY LIGHT W/BATTERY
BACKUP
e EXIT SIGNAGE
COMBINATION EXIT & EMERGENCY
LIGHT WI BATTERY BACKUP
REVIEWED FOR
0L) A '( F
S ; U VI NT
C
PARTITION LEGEND
EXISTING
MASONRY WALL
TO REMAIN
i�l�llllf/�1' EXISTING WALL TO
REMAIN
® NEW PARTITION FROM
SLAB TO MATCH EXISTING
—] NEW PARTITION
PARTIAL WALL
a
P CH I T ECT RE
BUILDING IDEAS
TRANSFORMING IDEAS INTO REALITY
PH 1,772,408.6963 22062 CONCHA AVE.
FAX : Ancient tech email it. BOCA RATON, FL.
No one faxes anymore 33428
EMAIL: rlewis@biarch.com
AA26001089
ROBERT S. LEWIS REG # : AR91402
CONSULTANTS:
OFFICE INFORMATION
DRAWNBY : RSL
CHECKED BY : RSL
ISSUE DATE : 4/13/2020
FILE NAME : C:\PROJ\0300\A1
REVISIONS:
REV# DATE DESCRIPTION
PROJECT TITLE:
MINUTEMAN PRESS
TENANT IMPROVEMENT
130 SE ENTRADA AVE., PORT SAINT LUCIE, FL
ID:3419-525-0001-200-6 ACCOUNT:42396
USE: 2300 ZONING: COMM OFFIC
COMMISSION # : 2008
SHEET TITLE:
DEMOLITION PLAN
NOTE: so SMOKE DETECTOR
THE EXTENT OF THE DEMOLITION WAS THE REMOVAL OF THESE (8) OFFICE
PARTITIONS SHOWN ON THE DEMOLITION PLAN C —] PARTITIONS &
FIXTURES TO BE Al ob
1
DEMOLITION PLAN REMOVED
1 A)
SCALE: 1/4" = 1'-0" t I
e
NOTE: BUCKS SHALL
EXTEND BEYOND THE
INTERIOR FACE OF THE
WINDOW OR DOOR
FRAME SUCH THAT
FULL SUPPORT OF THE
FRAME IS PROVIDED.
ALUMINUM FRAME
W/NAILING FIN
PERIMETER SEALANT
FASTEN PER PRODUCT APROVAL
2x R.S. CEDAR SUROUND
PERIMETER SEALANT
EXTERIOR FINISH
TRIPLE 2x6
ICYNENE INSUL MIN. R19
DRYWALL BOARD
CAULKING
ICYNENE INSUL MIN. R19
DRYWALL BOARD
TRIPLE 2x6
EXTERIOR FINISH
CAULKING
HEAD FLASHING
ALUMINUM FRAME, SET
IN CAULK &
FASTEN PER
FASTEN PER
PRODUCT APROVAL
PRODUCT APROVAL
2x RS CEDAR SUROUND
PERIMETER SEALANT
SILL FLASHING
F—ALUMINUM FRAME
PERIMETER SEALANT
IN/NAILING FIN
,..
2x R.S. CEDAR SUROUND
PERIMETER SEALANT
CAULKING
_. _. J _. _.._ _ -
TRIPLE 24
DRYWALL BOARD
ICYNENE INSUL MIN. R19
WINDOW WINDOW WINDOW
2 JAMB DET. 3 HEAD DE�T., 4 SILL DET.
A2
SCALE:NTS SCALE:NTS
WINDOW & DOOR OPENINGS
7'-0" WIDE AND LARGER)
2" X P.T. BUCK W/ 1/4110
X 1 1/4" CONC, EMBEDMENT
TAPCON W/ 1"0 WASHER AT
B"c.c., START 3" FROM CORNERS
WINDOW & DOOR OPENINGS
6'-6" WIDE AND SMALLER)
2" X P.T. BUCK W/ 1/4"0
X 1 1/4" CONC. EMBEDMENT
TAPCON W/ 1"0 WASHER AT
12"o.c., START 3" FROM CORNERS.
BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO
CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY.
G.C. TO COORDINATE OPENING DIMENSIONS.
2X WOOD
BUCK DET
A9.1
SICALI- NTS
CAULK ALL SEAMS
BETWEEN DRYWALL AND
STRUCTURE.
CEILING
TOP MTL RUNNER
ATTACHED TO —
UNDERSIDE OF
ROOF TRUSSES
FIRE -STOP @
CEILING & FLOOR LEVEL
5/6" G.W.B. —
(BOTH SIDES)
MR BOARD IN
WET AREAS.
BOTTOM MTL RUNNER
ATTACHED TO _
CONCRETE SLAB
'HILTI' PINS @ 24" O.C.
PROVIDE RATED CAULK AT
FLOORORYWALL
CONNECTION
CONTINUOUSLY —
FLOOR
STRUCTURE
AL STUD
SHEET NOTE:
1X AND 2X BUCK DETAILS HAVE BEEN
PROVIDED TO GIVE THE CONTRACTOR THE
ABILITY TO MAKE DECISIONS OVER MEANS
AND METHODS WITHOUT REQUIRING A
DOCUMENT CHANGE.
CASE HARD NAILS HAVE BEEN SHOWN IN
THE 1X APPLICATION AND TAPCONS HAVE
BEEN SHOWN IN THE 2x APPLICATION.
EITHER CASE HARD OR TAPCON ARE
ACCEPTABLE IN EITHER CONDITION. THE 2x
DETAIL HAS BEEN UPDATED BASED ON THE
PREDOMINANT METHOD USED IN THE FIELD.
LANDC6RD N6TE: DO NOT CONNECT TO METAL DECK
MTL. STUD LATERAL BRACING
48" C/C MAX.
NOTE:
D � GYPSUM BOARD MAY BE SUBSTITUTED AS AN APPROVED EQUAL IN ALL BUT RATED
WALL TYPES.
RATED WALLS TO HAVE A CONTINUOUS BEAD OF FIRE RATED CAULK WHERE THEY
CONNECT TO STRUCTURE.
CAULK BEAD TO BE PLACED AT BOTTOM AND TOP OF ALL WALLS WHERE SOUND
TRANSMISSION ISACONCERN.
SEE A9.1 FOR RATED PARTITIONS AND THROUGH PENETRATIONS.
717.2 PROVIDE FIREBLOCKING VERTICALLY AT THE CEILING AND FLOOR LEVELS,
NOTE: METAL STUDS ARE AN ACCEPTABLE SUBSTITUTION FOR WOOD STUDS IN ANY
DETAILS. WOOD IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED.
AND WALL FINISBASE
FLOOR
CAULK ALL SEAMS
BETWEEN DRYWALL AND
STRUCTURE.
602.2 Types I and It.
Types I and II construction are those types of construction in which the building elements listed in Table 601 are of noncombustible materials, except as permitted in Section 603
and elsewhere in this code.
SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION
603.1 Allowable materials.
Combustible materials shall be permitted in buildings of Type I or II construction in the following applications and in accordance with Sections 603.1.1 through 603.1.3:
Fire -retardant -treated wpod shall be permitted in*
1.1. Nonbearing partitions where the required fire -resistance rating is 2 hours or less.
1.2. Nonbearing exterior walls where fire -resistance rated constructlon is not required.
1.3. Roof construction, including girders, trusses, framing and decking.
6 PARTITION DET.
A2
SCALE:NTS
FIRE EXTINGUISHER 75'-0" MAX
SPACING
�} I EMERGENCY LIGHT W/ BATTERY
�J BACKUP
e EXIT SIGNAGE
COMBINATION EXIT & EMERGENCY
LIGHT WI BATTERY BACKUP
so SMOKE DETECTOR
TABLE ATIS
BUSINESS
COMMON PATH 75'-0"
DEAD END LIMIT 20'-0"
TRAVEL DISTANCE 200'-0"
NOTE:
NO CHANGE TO THE LIFE SAFETY
BASED ON THE SCOPE OF WORK
SEE ALSO THE ELECTRICAL PLAN
FOR SYMBOL LEGEND.
THE ELECTRICAL SHOWN DN
THIS PLAN IS THE LOCATIC9N OF
EXISTING BOXES AND CONDUIT
SEE ELECTRICAL POWER CLAN
FOR CIRCUITING.
PARTITION LEGEND
g EXISTING
MASONRY WALL
TO REMAIN
EXISTING WALL TO
REMAIN
— NEW PARTITION FROM
SLAB TO MATCH EXISTING
NEW PARTITION
PARTIAL WALL
C PARTITIONS &
_ FIXTURES TO BE
REMOVED
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A2.0
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MENS RM.
WOMENS RM.
LAYOUT
rn
TABLE
M
N
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�ODE COMPLIANCE
4
NOTE:
THE EXTENT OF NEW CONSTRUCTION ARE THE (3) OFFICE PARTITIONS SHOWN ON THE FLOOR PLAN,
NO MODIFICATIONS MADE TO THE REFLECTED CEILING PLAN
PLAN — A (� V B U I I s_T NOTE: NEW GLAZING SHALL BE SAFETY GLAZING AS SET FORTH IN 2411.3.1.3 FOR CATEGORY 11 GLA31 COVER THE EXISTING GLAZED FIXED
PANELS ADJACENT TO PATHS OF EGRESS SHALL COMPLY WITH 2411.4.3 ( THIS NOTE WAS ADDED T
PARTITIONS WHICH WERE PREVIOUSLY LOCATED AROUND THE OFFICES AND ARE NOW SURROUNDING THE CONFERENCE ROOM.
U r U1
BUILDING IDI
TRANSFORMING IDEAS INTO
PH : 1.772.408.6963 22062 CO
FAX : Ancient tech email it. BOCA
No one faxes anymore
EMAIL: rlewis@biarch.com
AA26001089
ROBERT S. LEWIS REG # : AR9140
CONSULTANTS:
OFFICE INFORMATII
DRAWN BY RSL
CHECKED BY RSL
ISSUE DATE 4/13/2020
FILENAME CAPROJ\O3001A1
REVISIONS:
REV # DATE DESCRIPTION
PROJECT TITLE:
MINUTEMAN PRES!
TENANT IMPROVED
130 SE ENTRADA AVE., PORT SAINT LT
ID:3419-525-0001-200-6 ACCOUNT:42:
USE: 2300 ZONING: COM
COMMISSION # : 2008
SHEET TITLE:
FLOOR PLAN
A-2.0
GG RRA NGRRGa
1, PLUMBING CONTRACTOR IS TO FURNISH AND INSTALL ALL PLUMBING
FIXTURES COMPLETE AS LISTED IN "PLUMBING FIXTURE SCHEDULE".
2. PLUMBING CONTRACTOR MAY USE SCHEDULE 40 OR 80 TYPE 1,
GRADE 1, POLYVINYL CHLORIDE PIPE FOR ALL SOIL, WASTE AND
VENT PIPING WHERE PERMITTED BY LOCAL CODES. WHERE PVC
PIPING IS NOT PERMITTED BY LOCAL CODES, USE STANDARD WEIGHT
CAST IRON PIPING. ALL PIPING ABOVE GRADE MAY HAVE HUBLESS
FITTINGS, PLASTIC PIPING SHALL NOT BE USED IN A RETURN AIR
PLENUM, COORDINATE THIS REQUIREMENT WITH H.V.A.C. CONTRACTOR,
3. PROVIDE SHUT-OFF GATE VALVES ON ALL EQUIPMENT & HOSE B!BBS,
& STOP COCKS IN HOT AND COLD WATER PIPING TO ALL PLUMBING
FIXTURES.
4, ALL WATER PIPING BELOW GRADE SHALL BE TYPE "L" SOFT TEMPERED
COPPER AND ALL WATER PIPING ABOVE GRADE SHALL BE TYPE "LD
HARD TEMPERED COPPER.
5. INSTALL 1" FOAM RUBBER INSULATION ON ALL HOT WATER PIPING
ABOVE & BELOW GRADE. ALL JOINTS IN INSULATION ARE TO BE
TAPED.
6. ELEVATION OF ALL FLOOR DRAINS SHALL BE HELD 112" BELOW
FINISH FLOOR TILE.
7. ALL MATERIAL AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH
ALL LOCAL AND STATE PLUMBING AND MECHANICAL CODES, INCLUDING
THE STANDARD BUILDING, PLUMBING AND MECHANICAL CODES, NFPA,
ASME ASHRAE, ASA AND AGA.
B. THE SANITARY SYSTEM INCLUDES CONNECTION TO FIXTURES, RUNNING
OF SOIL AND WASTE LINE AND SOIL AND VENT SANITARY SEWER
SYSTEM AND/OR SEPTIC TANKS AND DRAIN FIELDS AND ALL ITEMS AS
SHOWN ON DRAWINGS. VENT STACKS SHALL EXTEND THROUGH ROOF
WITH LEAD FLASHING.
9. THE DOMESTIC WATER SYSTEM INCLUDES CONNECTIONS TO THE
DESIGNED SYSTEM, CONTROL VALVES AND PIPING TO PLUMBING
FIXTURES, INCLUDING CONNECTIONS TO EQUIPMENT FURNISHED BY
OTHERS.
10. PIPE INSTALLATIONS AND MATERIALS SHALL BE AS REQUIRED TO
MAINTAIN FIRE RATINGS WHERE REQUIRED BETWEEN FLOORS AND/OR
BETWEEN 'UNITS.
11. ARRESTERS SHALL BE INSTALLED WHERE NECESSARY TO PREVENT
WATER HAMMER,
12. COPPER PIPING WHERE USED SHALL NOT CONTACT DISSIMILAR METALS
OR MASONRY. PROVIDE ISOLATING BUSHINGS WHEN CONNECTING TO
ANY DISSIMILAR METALS.
13. PLUMBING CONTRACTOR SHALL COORDINATE WITH ARCHITECT FOR
DETAILED DIMENSIONS AND LOCATIONS OF ALL FIXTURES AND
EQUIPMENT AND FOR ANY CHANGES IN LAYOUT.
14, PLUMBING CONTRACTOR SHALL MAKE ALL TEST AND ADJUST- VENTS
AS REQUIRED, UPON COMPLETION OF WORK AND PRIOR TO FINAL
ACCEPTANCE BY OWNER.
15. AFTER COMPLETION OF THIS WORK, THE CONTRACTOR SHALL OBTAIN
A CERTIFICATE OF FINAL INSPECTION AND APPROVAL FROM ALL
AUTHORITY'S HAVING JURISDICTION.
15. ALL WORKMANSHIP, MATERIALS AND APPARATUS UNDER THIS
CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE YE* FROM
DATE OF FINAL ACCEPTANCE BY THE OWNER.
r.
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2„
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2 PLUMBING SANITARY AND SUPPLY
-G
3.0
SCALE : NTS
I. EWC-1 ELECTRIC WATER COOLER, HALSEY TAYLORY HAC8FBL-VR0Q,
SPLIT LEVEL, 8GPH VANDAL RESISTANT, ADA COMPLIANT
COLD WATER ?", WASTE 2", VENT 1-1/4", TRAP 1-1/4"
APPROVED EQUALS BY OASIS OR ELKAY ACCEPTED
® e
EWC-1
RECEPTION INSTALL NEW HI LO WATER
COOLER IN THE SAME
LOCATION AS THE
PREVIOUS WATER COOLER
3 PLUMBING PLAN
3.0
SCALE: 1/4" = 1'-0"
SEA
R-
C1
■
ilR
OFFICE
CONFERENCE
RM
-9„
WOMENS RM.
7-5"A, F.F.
ILING HE HT
MENS RM.
R
G ® FDG
HALL
7'-11"A.F.F
CEILING HEIG T
1_1f11T111//%
RECEI'T'ION
8'-3"A.F.F.
@3'-4" A.F.F. CEILING HEIGHT _
® ,
@2
AFJF./——
ALL POWER SHOWN ON THIS SIDE OF
IS EXISTING AND AS SHOWN WITH NO MODIFICATI,
RECEPTION
RECEPTACLES
MOUNTED TO THE
NEW PARTITION ARE
NEW
N
N
N
LAYOUT
LAYOUT
LAYOUT
TABLE
TABLE
TABLE
AS BUILT- P
A3.0
SCALE : 1/4" = 1'-0"
COPY COPY
N NW N<_ N_
WIRE
RACK
PLOTTER
8'-110A.F.F.
CEILING HEIGHT
IN
O
PRINT
RM
ELECTRICAL POWER
POLE W/
RECEPTACLES
MOUNTED TO THE
FLOOR ARE NEW
LAYOUT
TABLE
r— ELECTRICAL FOR
® PRINTING EQUIPMENT
IS NEW
COWER PLAN
LAYOUT
n
TABLE
h
(V
m
WIRE
RACK
RM.
7'-10"A.F.F.
CEILING HEl
G T
ELECT. RM. 1
ELECTRICAL
ROOM
,0,
Oo
sD i
EXISTING /
HD. /
WATER
HEATER ,
I� TELRRS /
Arl
0
N
MTL
0
�jq) LIQUID
STORAGE
N 3 PHASE OUTLET
- L rlj -
WIRE
TELEPHONE / IT RACK
POWER
BOARD SERVER
MINI —SPLIT A/C
ABOVE RM
ELECTRICAL BOARD
FOR SERVER IS NEW
NOTE:
THIS AS -BUILT PLAN CALLS OUT ALL ELECTRICAL VISIBLE AT THE TIME OF SITE VISIT.
NEW POWER IS DESIGNATED WITH NOTES.
SEE ELECTRICAL PLANS FOR PANEL, CIRCUIT, AND LOAD CALCS.
EXISTING SHADES AT STOREFRONT ARE POWERED ON THE SOUTH AND EAST WALLS
T-10"A.FF. I
CEILING HEIGHT- I
TELEPHONE / IT I
POWER
H B.
REVIEWED F0
;-ODE �,
LUCIE couur
N
Rro iG
jZr, 1 T E CT UR �
3UILDING IDEAS
-RANSFORMING IDEAS INTO REALITY
H 1.772.408.6963 22062 CONCHA AVE.
AX : Ancient tech email it. BOCA RATON, FL.
No one faxes anymore 33428
MAIL: rlewis@biarch.com
LA26001089
N
0) : w
.
>r
O
ROBERT S. LEWIS
REG #
: AR91402
CONSULTANTS
OFFICE INFORMATION
DRAWN BY RSL
CHECKED BY RSL
ISSUE DATE 4/13/2020
FILE NAME CAPROJ\O300\A1
REVISIONS:
REV # DATE DESCRIPTION
PROJECT TITLE:
MINUTEMAN PRESS
TENANT IMPROVEMENT
130 SE ENTRADA AVE., PORT SAINT LUCIE, FL
ID:3419-525-0001-200-6 ACCOUNT:42396
USE: 2300 ZONING: COMM OFFIC
COMMISSION # : 2008
SHEET TITLE:
SECTIONS
ELECTRICAL SYMBOL LEGEND
SPECIFICATIONS:
TELEPHONE/DATA SYSTEM
SYMBOL DESCRIPTION
PHONE/DATA OUTLETS MOUNTED AT RECEPTACLE
HEIGHT UNLESS OTHERWISE NOTED.
C = ABOVE THE COUNTER
M = NUMBER OF DATA PORTS, DEFAULT = I
N = NUMBER OF PHONE PORTS, DEFAULT = I
mA DATA OUTLET, 8P8C
AN PHONE OUTLET, RJ II
M k N COMBINED DATA/PHONE OUTLET, 8P8C/RJII
® TELEPHONE OUTLET FLOOR MOUNTED
TELEPHONE/COMPUTER TERMINAL BOARD
o C TELEPHONE TERMINAL CABINET
/�T�TELEPHONE SYSTEM RACEWAY
TELEVISION RACEWAY SYSTEM
❑TV
TELEVISION OUTLET FOR ANTENNA
TV
TELEVISION SIGNAL WALL OUTLET
,,-,-TV--,,,,TV DISTRIBUTION SYSTEM RACEWAY
❑M
MAGNETIC LOCK
0�
CCTV CAMERA W/ CONDUIT TO VIDEO
JUNCTION BOX
PTZ
PAN/ TILT/ ZOOM CCTV CAMERA W/CONDUIT
TO VIDEO JUNCTION BOX - MOUNTED MIN IV
AFF OR o CEILING
SYNCHRONOUS MASTER CLOCK SYSTEM
-G SYNCHRONOUS SYSTEM CLOCK
FATC MASTER CLOCK CONTROL PANEL
F�
MASTER CLOCK SYSTEM CONDUIT AND WIRING
DOORBELL SYSTEM
DOOR PUSH-BUTTON STATION
WP = WEATHERPROOF
DB DOORBELL CHIME (SELF CONTAINED)
DOORBELL SYSTEM CONDUIT AND WIRING
DOOR CONTROL SYSTEM
MO
MOTION DETECTOR 360
®
CARD READER
K1
DIGITAL KEYPAD
0
BALANCED MAGNETIC DOOR CONTACT
FIRE ALARM/DETECTION SYSTEM
SYMBOL DESCRIPTION
FE] MANUAL PULL STATION
CEILING SMOKE DETECTOR, PHOTOELECTRIC
® TYPE UNLESS OTHERWISE NOTED
E = ELEVATOR WITH RECALL CONTACTS
I = IONIZATION
DUCT SMOKE DETECTOR, SIMPLEX 4098-9686 OR EQUAL
SA = SIMPLEX 4098-9687 OR EQUAL
®
SUPERVISED CONTROL RELAY
�R
DUCT DETECTOR REMOTE ALARM INDICATOR AND,
TEST STATION, WALL MOUNTED 72" AFF,
SIMPLEX 4098-9835 OR EQUAL
DUCT DETECTOR REMOTE A/V CONTROL STATION
WITH TEST SWITCH, WALL MOUNTED 72' AFF,
SIMPLEX 4098-9842 OR EQUAL
COMBINATION AUDIBLE/VISUAL
XXCD
NOTIFICATION DEVICE
CD = CANDELA RATING, MINIMUM 75 CD PER
FBC 11-4.28.3(4)
SS
FIRE ALARM SPEAKER - CEILING MOUNTED
WALL MOUNTED SPEAKER WITH STROBE
XXCD
CD = CANDELA RATING
FIRE ALARM SPEAKER - WALL MOUNTED
O FIRE ALARM SPEAKER WITH STROBE - CEILING MOUNTED
CD = CANDELA RATING
VISUAL SIGNALING UNIT, WALL MOUNTED
(NO AUDIO DEVICE)
© FIREMAN'S PHONE JACK
SPRINKLER TAMPER
SWITCH CONNECTION
FS SPRINKLER WATER FLOW
SWITCH CONNECTION
FP FIRE ALARM SYSTEM PRINTER
ZONE ADDRESSABLE MODULE
® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE
ELECTROMAGNETIC DOOR HOLD OPEN DEVICE
®H CONNECTION TO CLOSURE/ HOLDER
ELECTROMAGNETIC DOOR HOLD OPEN DEVICE
1WH CONNECTION TO CLOSURE/ HOLDER INCLUDES DETECTOR
CEILING HEAT DETECTOR 135 F UNLESS OTHERWISE
0 INDICATED.
M4 BEAM DETECTOR - TRANSMITTER
04 BEAM DETECTOR - RECEIVER
Fri FIRE ALARM CONTROL PANEL
Frain
FIRE ALARM TERMINAL CABINET
FAAP FIRE ALARM ANNUNCIATOR PANEL - FLUSH MOUNTED
--E�
FFIRE ALARM SYSTEM CONDUIT AND WIRING
�E FIREMAN'S ELEVATOR WARNING LIGHT
® KNOX BOX -LOCATION TO BE COORDINATED WITH THE AHJ
PAGING SYSTEM & BACKGROUND MUSIC
INTERCOM SYSTEM
LOUDSPEAKER/ TRANSFORMER/ BAFFLE/
IC MASTER STATION
T[m]
SUPPORT TRUSS. (CEILING MOUNTED)
W = WALL MOUNTED
C =COUNTER
D = DESK
LOUDSPEAKER/ TRANSFORMER/ BAFFLE/
W = WALL MOUNTED
ENCLOSURE FOR EXPOSED CEILING AREAS
H = HAND SET TYPE
W = WALL MOUNTED
HE = HANDS FREE
WP = WEATHER PROOF
ffI<1
HORN/TRANSFORMER FOR HIGH NOISE AREAS
IC INTERCOM SYSTEM SPEAKER
W =WALL MOUNTED
PAEC
o
PAGING SYSTEM EQUIPMENT CABINET
10___ INTERCOM EQUIPMENT CABINET
ICCTTC INTERCOM TERMINAL CABINET
INTERCOM SYSTEM CONDUIT AND WIRING
So SOUND SYSTEM EQUIPMENT CABINET
SSoTC
SOUND SYSTEM TERMINAL CABINET
-5-� SOUND SYSTEM CONDUIT AND WIRING
EME PAGING SYSTEM TERMINAL CABINET
,,,-DR-,,, DOCTORS REGISTRY SYSTEM CONDUIT AND WIRING
VC VOLUME CONTROL
GFCI DEAD FRONT/BLANK FACED, WHITE GFCI DEVICE.
EATON # SGFD20 W. MOUNTED AT 48' AFF OR EQUAL
CONTROLLED RECEPTACLE. BREAK OUT TAB FOR SPLIT
OPERATION. SHALL BE MARKED IN FIELD PER 406.3(E).
BOTTOM RECEPTACLE TO BE CONTROLLED
SDMS PASSIVE INFRARED, 0-IOV DIMMING
WALL SWITCH/OCCUPANCY SENSOR
WATTSTOPPER # PW-3110W
BASIC MATERIALS
SYMBOL DESCRIPTION
Sa SINGLE POLE SWITCH
(SUBSCRIPT INDICATES ITEM CONTROLLED)
S3 THREE-WAY SWITCH
S4 FOUR-WAY SWITCH
SD DIMMER SWITCH
(1500 WATTS UNLESS OTHERWISE INDICATED)
SF CEILING FAN/LIGHT CONTROL, DAN'S FAN CITY #423LW OR EQUA
WHITE COLOR
SK SINGLE POLE KEY SWITCH
SY THREE-WAY KEY SWITCH
S4K FOUR-WAY KEY SWITCH
SL SINGLE POLE SWITCH WITH SECURITY LOCKING KEY
SLV LOW VOLTAGE SWITCH
SM MOTOR RATED SNAP SWITCH, IHP MIN., 20A, 120/277V
LEVITON 1121-2 OR EQUAL
SMp MANUAL MOTOR STARTER WITH OVERLOAD HEATERS AND
PILOT LIGHT
Sp SINGLE POLE SWITCH WITH PILOT LIGHT
SR SINGLE POLE SWITCH CONTROLLING SWITCHED RECEPTACLE
STD SINGLE POLE SWITCH - TIME DELAY FOR EXHAUST FAN/LIGHTS
SWp SINGLE POLE SWITCH WITH WEATHERPROOF COVER
SWST SPRING WOUND WALL SWITCH TIMER (30 MIN.)
0-- DUPLEX RECEPTACLE, 5-20R UNLESS OTHERWISE NOTED
Te- SINGLE 5-20R RECEPTACLE, T DENOTES TWIST -LOCK
GFCI DEAD FRONT/BLANK FACED, WHITE GFCI DEVICE.
EATON # SGFD20 W. MOUNTED AT 48" AFF OR EQUAL
SURGE PROTECTION TYPE (TVSS)
SP DUPLEX RECEPTACLE
® PEDESTAL MOUNTED RECEPTACLE
® FLOOR OUTLET BOX AND DUPLEX RECEPTACLE
WITH APPROPRIATE FLANGE.
FLOOR OUTLET BOX WITH DUPLEX RECEPTACLE
® AND ONE COMBINATION W/ VOICE/DATA OUTLET
® FLOOR OUTLET BOX WITH TWO DUPLEX RECEPTACLES
AND ONE COMBINATION W/ VOICE/DATA OUTLET
© POKE THRU
pP POWER POLE
SINGLE POLE SWITCH/RECEPTACLE COMBINATION
S DUPLEX RECEPTACLE WITH EACH HALF ON SEPARATE CIRCUIT
(BREAKER SHALL BE TWO POLE WITH COMMON TRIP)
DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER
DUPLEX TAMPER -RESISTANT RECEPTACLE. MOUNT
COVER PLATE WITH SPANNER HEAD SCREWS
DUPLEX RECEPTACLE WITH TOP HALF SWITCHED
GFCI RECEPTACLE (EWC DENOTES ELECTRIC
�WATER COOLER. COORDINATE WITH EWC
EWC
INSTALLER FOR MOUNTING HEIGHT)
� WGFCI RECEPTACLE. WP DENOTES WEATHERPROOF COVER.
jj-- GFCI RECEPTACLE MOUNTED ABOVE COUNTER
GFCI DEAD-FRONT/BLANK FACE GFCI, EATON SGFD20 OR EQUAL
TWO DUPLEX RECEPTACLES WITH COMMON COVER
0- TWO DUPLEX RECEPTACLES WITH COMMON COVER
MOUNTED ABOVE COUNTER
C- CONTROLLED RECEPTACLE. BREAK OUT TAB FOR SPLIT
OPERATION. SHALL BE MARKED IN FIELD PER 406.3(E).
ISOLATED GROUND DUPLEX RECEPTACLE,
IG (ORANGE DEVICE)
DUPLEX RECEPTACLE NQIE'
TICK MARKS SHOWN ON ANY DEVICE REPRESENTS RECEPTACLE
CONNECTED TO THE EMERGENCY CIRCUIT (RED DEVICE) TYPICAL
FOR ANY DEVICE IN LEGEND
® SPECIAL PURPOSE RECEPTACLE, RATING AS NOTED
ASTRONOMIC TIME SWITCH ABLE TO RETAIN
CEI PROGRAMMING AND THE TIME SETTING DURING LOSS OF POWER
FOR A PERIOD OF AT LEAST 10 HOURS.
® PHOTOCELL, MOUNTED ON ROOF FACING NORTH
®N GROUND BAR
® PLUG-IN STRIP WITH RECEPTACLES, 18' O.C. UNLESS
OTHERWISE INDICATED
® UNDER GROUND CONCRETE ENCASED DUCTBANK
Q JUNCTION BOX
JUNCTION BOX- WALL MOUNTED
-Q} JUNCTION BOX- FURNITURE SYSTEM FEED
■ CONDUIT SEAL -OFF FITTINGS
® SURGE PROTECTIVE DEVICE
C3 C3 = TYPE I, NEMA 4X, CITEL MDS300 OR EQUAL
B3 = DISTRIBUTION BOARD DEVICE, SEE RISER FOR RATING
A3 = PANEL BOARD DEVICE, MAX 125KA PER PHASE
ST SHUNT -TRIP BUTTON - FLUSH MOUNTED UNLESS
OTHERWISE NOTED NEMA 3R FOR EXTERIOR LOCATIONS
EDH-X ELECTRIC DUCT HEATER
MOTOR CONNECTION
® VARIABLE FREQUENCY DRIVE
FH_D1 ELECTRIC HAND DRYER
DIRECT DIGITAL CONTROL PANEL
�T TRANSFORMER
NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT.
BASIC MATERIALS CONT.
SYMBOL DESCRIPTION
8 AUTOMATIC TRANSFER SWITCH
ET NON -FUSED DISCONNECT SWITCH, AMP RATING A # OF POLES
NEMA I IF INDOORS
NEMA 3R IF OUTDOORS
�J SOAR FUSED DISCONNECT
20AF AR DENOTES AMP RATING OF SWITCH
AF DENOTES AMP FUSE SIZE
MCP DENOTES FUSE PER MANUFACTURER RECOMMENDATIONS
SIZE ✓� # OF POLES
®.I 30/3 3R COMBINATION MAGNETIC MOTOR STARTER, SIZE B # OF POLES
\ 3 POLE UNLESS OTHERWISE NOTED
�- ENCLOSURE NEMA RATING.
NEMA STARTER SIZE
BRANCH CIRCUIT PANEL BOARD, UNDER 250 VOLTS,
SURFACE MOUNTED
BRANCH CIRCUIT PANEL BOARD, UNDER 250 VOLTS,
FLUSH MOUNTED
BRANCH CIRCUIT PANEL BOARD, OVER 250 VOLTS,
SURFACE MOUNTED
._ BRANCH CIRCUIT PANEL BOARD, OVER 250 VOLTS,
FLUSH MOUNTED
BRANCH CIRCUIT CONDUIT CONCEALED ABOVE CEILING OR IN WALL.
,,,,-----,,,CONDUIT SHALL INCLUDE PHASE, NEUTRAL AND GROUND CONDUCTORS
AS REQUIRED FOR CIRCUITS (UNLESS OTHERWISE: NOTED).
,,,----------,,,BRANCH CIRCUIT CONDUIT CONCEALED IN SLAB,
UNDERGROUND OR UNDER FLOOR.
'-,BRANCH CIRCUIT CONDUIT EXPOSED
111- GROUND OR GROUND ROD AS NOTED
,�-EM-�, EMERGENCY BRANCH CONDUIT
-OUP CONDUIT TURNING UP
0ON CONDUIT TURNING DOWN
CONDUIT STUB
-Z CONDUIT CONTINUED
FLEXIBLE CONDUIT
EXISTING TO BE REMOVED
EXISTING TO REMAIN
EXISTING AFFECTED PY THIS PROJECT
- FUTURE
® NEW
LIGHTING
F---O--i
LINEAR OR STRIP FIXTURE
FIXTURE -A
DESIGNATION =
LAY -IN TROFFER FIXTURE
CIRCUIT--2 a-
LOWER CASE LETTER INDICATES LIGHTING CONTROL
NUMBER ®
LAY -IN TROFFER FIXTURE
DIAGONAL SHADING DENOTES EMERGENCY LIGHT FIXTURE.
®
WRAP AROUND OR SURFACE MOUNTED FIXTURE.
WALL MOUNTED VANITY OR CLOSET FIXTURE
EXTERIOR WET LOCATION WALL MOUNTED FIXTURE
Q
CEILING OR SOFFIT MOUNTED DOWNLIGHT FIXTURE
Q
PENDANT OR BAY FIXTURE
WALL WASH FIXTURE
�-
ACCENT FLOOD LIGHTING - AIMING AS INDICATED
EXIT LIGHT FIXTURE
®
DIRECTION ARROWS AS SHOWN
(SHADED QUADRANT INDICATES FACES) OF FIXTURE)
FO
WALL MOUNTED EXIT LIGHT FIXTURE
COMBINATION EXIT/EMERGENCY LIGHT FIXTURE W/REMOTES
o-o
POLE MOUNTED AREA LIGHT FIXTURE WITH ARMS AS SHOWN
ON DRAWINGS
pg
ELECTRICAL PULL BOX
TRACK WITH TRACK LIGHT FIXTURE (TRIANGLES
INDICATE QUANTITY OF LIGHT FIXTURES)
®
BATTERY PACK WITH TWIN HEADS (CEILING MOUNT)
BATTERY PACK WITH TWIN HEADS (WALL MOUNT)
LIGHTING CONTROL SYSTEM
LCP
Mm
LIGHTING CONTROL PANEL
SA
WALL -MOUNTED, MANUAL ON/OFF SWITCH
AND AUTOMATIC OFF OCCUPANCY SENSOR;
Sp
WALL -MOUNTED, ON PULSE / OFF PULSE BUTTON
M
TIME SWITCH CONTROL PER FBC C405.2.2.1.
is
INDEPENDENT 7-DAY PROGRAMMING
HOLIDAY SETTING, 10 HOUR PROGRAM BACKUP
TWO-HOUR MANUAL OVERRIDE MODE.
INTERMATIC ET2800 SERIES OR EQUAL
D❑
PASSIVE INFRARED / ULTRASONIC OCCUPANCY SENSOR
C = CEILING MOUNT
W = WALL MOUNT
®
DAYLIGHT SENSOR
SMS
SINGLE POLE SWITCH - PASSIVE INFRARED
OCCUPANCY SENSOR
®
LIGHTING ROOM CONTROLLER/POWER SUPPLY
I. THE TOTAL ELECTRICAL INSTALLATION MUST MEET THE REQUIREMENTS OF THE
CURRENT EDITION OF THE FLORIDA ADMINISTRATIVE CODE (FACT, SECTION 61615-33,
AND, BY REFERENCE IN THE FAC, THE FLORIDA BUILDING CODE, 6TH EDITION,
(2017), THE FLORIDA FIRE PREVENTION CODE, 6TH EDITION, (2017), AND THE 2014
EDITION OF NFPA 70, THE NATIONAL ELECTRICAL CODE.
2. ON ALL ELECTRICAL PLAN SHEETS, E.G. 'E-I', 'E-2.1', ETC., THE TERM
'CONTRACTOR" SHALL MEAN 'ELECTRICAL CONTRACTOR', SOMETIMES ALSO
ABBREVIATED AS 'E.C.".
3. MATERIALS AND EQUIPMENT INSTALLED SHALL BE ENTIRELY NEW, UNLESS
OTHERWISE NOTED, AND SHALL MEET U.L. REQUIREMENTS.
4. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE
ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED.
5. CONTRACTOR TO REMOVE AND INSTALL ELECTRICAL EQUIPMENT IN ACCORDANCE
WITH THESE PLANS, FROM THE EXISTING BRANCH -CIRCUIT PANELS TO AND
INCLUDING ALL EQUIPMENT SPECIFIED ON THESE PLANS AND EQUIPMENT FURNISHED
BY OTHERS AS MAY BE REQUIRED.
6. SERVICE EQUIPMENT SHALL BE MARKED WITH THE MAXIMUM AVAILABLE FAULT
CURRENT AMPERES VFCA") PER NEC 110.24 AND THE DATE OF THE MARKING. SEE
RISER DIAGRAM SHEET E-4 FOR FAULT CURRENT CALCULATED VALUES.
7. UNLESS OTHERWISE NOTED OR SHOWN ON THESE PLANS, 8.4 KV MCOV
LINE -TO -NEUTRAL, 75KV BIL, 33.7KV CREST FRONT -OF -WAVE PROTECTIVE LEVEL,
65KA MINIMUM SHORT -DURATION WITHSTAND SURGE PROTECTION (TYPICAL) IS
PROVIDED BY THE SERVING ELECTRIC UTILITY AT THE OVERHEAD TRANSFORMER OR
PRIMARY RISER POLE SERVING THIS PREMISES.
8. CONTRACTOR TO COMPLETE ALL WORK INCIDENTAL TO MECHANICAL TRADES FOR A
COMPLETE INSTALLATION, INCLUDING CONTROL WIRING, MOTOR STARTERS,
DISCONNECT SWITCHES AND EQUIPMENT GROUNDS.
9. DEFERRED SUBMITTALS FOR LOW VOLTAGE SYSTEMS SHALL BE SUBMITTED TO THIS
ENGINEER AND TO THE BUILDING OFFICIAL PRIOR TO INSTALLATION. CONTRACTOR
TO MAKE NECESSARY PROVISIONS FOR THE INSTALLATION OF ANY AND ALL
SYSTEMS FOR THIS PROJECT, INCLUDING RACEWAYS, CABINETS, PULL BOXES AND
OUTLETS. SEE SHOP DRAWINGS FOR EACH SYSTEM FOR ADDITIONAL DETAILS AND
INSTRUCTIONS.
10. CONTRACTOR SHALL FURNISH AND INSTALL ALL FIXTURES COMPLETE AS LISTED IN
THE 'LIGHTING FIXTURE SCHEDULE'.
II. PANELBOARDS, SWITCHBOARDS AND DISCONNECT SWITCHES SHALL HAVE COPPER OR
COPPER (NOMINAL 15% BY VOLUME) CLAD ALUMINUM BUS.
12. ALL PANELS, DISCONNECTS, TIME CLOCKS, AND CONTACTORS SHALL BE LABELED
WITH A PERMANENT ENGRAVED LABEL. IDENTIFICATION ON THE LABEL MUST
CONFORM TO THESE ELECTRICAL DRAWINGS.
13. TYPEWRITTEN CIRCUIT IDENTIFICATION SHALL BE INSTALLED IN ALL PANELBOARDS,
EACH BREAKER HAVING A DISTINCTIVE DESCRIPTION COMPLYING WITH NEC 408.4(A).
ALL PANELBOARDS SHALL BE MARKED WITH THEIR SOURCE OF SUPPLY PER NEC
408.4(B).
14. MAIN DISCONNECTS SHALL. HAVE PAD -LOCKING PROVISIONS. METER CENTERS SHALL
PERMIT AN OVERHEAD OR UNDERGROUND SERVICE ENTRANCE. THE MAIN BREAKER
OR FUSIBLE DISCONNECT SHALL BE A QUICK -MAKE, QUICK -BREAK, LOAD -BREAK
DEVICE.
15. CONDUIT FOR UNDERGROUND SHALL BE SCHEDULE 40 PVC OR MC CABLE LISTED
FOR UNDERGROUND USE UNLESS OTHERWISE SHOWN AND/OR REQUIRED BY CODE.
UNDERGROUND CONDUITS SHALL BE INSTALLED AT A DEPTH IN ACCORDANCE WITH
TABLE 300.5.
16. CONDUIT FOR ABOVE GRADE SHALL BE 'GRC', 'IMC' 'SCH 80 PVC' OR 'EMT'.
"LFNC" SHALL BE USED FOR CONNECTIONS TO AIR HANDLING UNITS, CONDENSING
UNITS, WATER HEATERS AND OTHER EQUIPMENT. IN NON -PATIENT CARE AREAS, MC
CABLE MAY BE USED FROM 'J-BOXES' IN CEILING, OR, WHEN STUDS OR OTHER
POINTS OF SECURE SUPPORT NOT GREATER THAN 6 FEET APART ARE AVAILABLE,
FROM BRANCH -CIRCUIT PANELS TO SWITCHES, RECEPTACLES AND BETWEEN
DEVICES. SPARE CONDUITS SHALL HAVE A PULL WIRE INSTALLED. CONDUIT OR
CABLE FOR BRANCH CIRCUITS IN PATIENT CARE SPACES SHALL BE IDENTIFIED AND
INSTALLED AS AN EQUIPMENT GROUNDING CONDUCTOR PER 250.118.
17. CONDUCTORS SHALL BE THHN/THWN EXCEPT WHERE SPECIFIED OTHERWISE ON THE
DRAWINGS. CONDUCTORS NO. 8 AWG AND LARGER SHALL BE JOINED BY AN
APPROVED PRESSURE CONNECTOR. CONNECTION TO GROUND CONDUCTORS NO.1/0
AWG AND LARGER SHALL BE CAST BY FUSIBLE METAL PROCESS. ALL CONDUCTORS
MUST BE INSTALLED IN CONDUIT, MC CABLE, OR LFNC. CONDUCTORS IN PANELS
SHALL HAVE THEIR FACTORY LABELS VISIBLE TO A PERSON IN THE WORKING
SPACE.
18. CONDUCTORS OF MULTIWIRE CIRCUITS SHALL BE GROUPED IN AT LEAST ONE
LOCATION WITHIN THE PANELBOARD OR OTHER POINT OF ORIGIN BY WIRE TIES OR
SIMILAR MEANS PER 200.4(8). MULTIWIRE CIRCUIT DISCONNECTS SHALL BE
PROVIDED WITH A MEANS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED
CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES.
19. NO CONDUCTORS SMALLER THAN 12 AWG SHALL BE USED FOR POWER AND
LIGHTING. ALL CONDUCTORS SHALL BE COPPER, UNLESS NOTED OTHERWISE.
20. COLOR CODE FOR 208Y/120V 30 SYSTEM SHALL BE: BLACK, RED, BLUE, WHITE, (),
GREEN.
21. CONTRACTOR SHALL VERIFY WITH ARCHITECT FOR DETAILED DIMENSIONS AND
LOCATIONS OF OUTLETS AND EQUIPMENT AND FOR ANY REVISIONS IN LAYOUT.
22. MOUNT WALL SWITCHES 44' ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED ON
DRAWING. GANG SWITCHES WHEREVER POSSIBLE.
23. LIGHTING CONTROLS SHALL CONFORM TO THE REQUIREMENTS LISTED ON THE E-3
SERIES SHEETS IN THESE PLANS. CONTROLS SHALL BE WHITE OR IVORY IN
COLOR. SWITCHES CONTROLLING LINE -TO -NEUTRAL LIGHTING LOADS SHALL
COMPLY WITH NEC 404.2(C).
24. RECEPTACLES SHALL BE LOCATED 15" ABOVE FINISHED FLOOR TO CENTER LINE OF
DEVICE, UNLESS OTHERWISE NOTED. ABOVE -COUNTER RECEPTACLES SHALL BE
MOUNTED 6" ABOVE BACK SPLASH TO CENTERLINE OF DEVICE.
25. COVER PLATES SHALL BE WHITE PLASTIC, UNLESS OTHERWISE NOTED.
RECEPTACLES WITH PLASTIC COVER PLATES SHALL BE MOUNTED SUCH THAT THE
GROUND PIN IS MOUNTED DOWN, UNLESS OTHERWISE NOTED. RECEPTACLES WITH
METAL COVER PLATES SHALL BE MOUNTED SUCH THAT THE GROUND PIN IS
MOUNTED UP, UNLESS OTHERWISE NOTED.
26. ALL NEW 125V RECEPTACLES SHALL BE NEMA 5-20R, AND COLOR SHALL BE WHITE
UNLESS NOTED OTHERWISE. RECEPTACLES SHALL BE EQUIPPED WITH BREAK OUT
TAB FOR SPLIT OPERATION, AND CONTROLLED RECEPTACLES SHALL BEAR THE
MARKING REQUIRED BY 406.3(E). A DUPLEX RECEPTACLE SHALL HAVE ITS BOTTOM
OR RIGHT RECEPTACLE CONTROLLED. CONTROLLED RECEPTACLES SHALL BE
POWERED BY STRIPED COLOR CODED WIRE. RECEPTACLES SHALL BE UL LISTED
TAMPER RESISTANT TYPE WHERE REQUIRED BY THE NEC. OUTDOOR RECEPTACLES
SHALL COMPLY WITH 406.9(A) OR (B) AS APPROPRIATE TO CONDITIONS. GFCI AND
GFCI TYPE RECEPTACLES SHALL BE INSTALLED IN A READILY ACCESSIBLE
LOCATION.
27. WHEN AN 'IG' ISOLATED GROUND RECEPTACLE IS SPECIFIED ON THE PLANS, THE
RECEPTACLE GROUNDING TERMINAL SHALL BE BONDED TO GROUND BY AN
UNBROKEN, INSULATED, EQUIPMENT GROUNDING CONDUCTOR FROM THE RECEPTACLE
TO AND WITHIN THE ENCLOSURE IN WHICH THE GROUNDED SERVICE CONDUCTOR IS
BONDED TO THE GROUNDING ELECTRODE CONDUCTOR. THIS INSULATED CONDUCTOR
SHALL HAVE A CONTINUOUS GREEN FINISH WITH ONE OR MORE YELLOW STRIPES.
THE FRAME OF THE "[Go RECEPTACLE SHALL BE CONNECTED TO A SEPARATE
EQUIPMENT GROUNDING CONDUCTOR WITH NO YELLOW STRIPES. IN EXISTING
OCCUPANCIES WHERE FEEDERS FROM THE SERVICE EQUIPMENT TO PANELBOARDS
ARE NOT TO BE REPLACED, THE ISOLATED EQUIPMENT GROUNDING CONDUCTOR
SHALL BE TERMINATED ON THE EQUIPMENT GROUNDING TERMINAL IN THE
ORIGINATING BRANCH CIRCUIT PANELBOARD.
28. CONTRACTOR SHALL CONNECT AIR CONDITIONERS, PUMPS, FANS AND OTHER
EQUIPMENT.
29. AIR CONDITIONER BREAKER SHALL BE MARKED 'LISTED HACK TYPE' AS REQUIRED
BY NEC 110.3(B). IF BREAKER IS NOT MARKED, THE OUTSIDE DISCONNECT SHALL BE
CHANGED TO A FUSED DISCONNECT WITH RATING AS NOTED ON A/C EQUIPMENT.
30. CONTRACTOR SHALL MAKE TESTS AND ADJUSTMENTS AS REQUIRED, UPON
COMPLETION OF THE WORK AND BEFORE FINAL ACCEPTANCE BY THE OWNER. THE
CONTRACTOR SHALL TEST THE COMPLETE ELECTRICAL SYSTEM IN THE PRESENCE
OF THE ENGINEER/ARCHITECT FOR CONTINUITY, FUNCTION, CONTROL, PERFORMANCE,
LOAD BALANCE, GROUNDS AND GROUND RESISTANCE, SHORT CIRCUITS, AND TO
NOTE:
TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY
WITH THE FLORIDA BUILDING CODE 6TH EDITION (2017) AND THE FLORIDA FIRE PREVENTION
CODE 6TH EDITION (2017).
INSURE SATISFACTORY OPERATION AND CONFORMANCE TO CONTRACT
REQUIREMENTS.
31. EQUIPMENT, LABOR AND MATERIAL REQUIRED FOR TESTING SHALL BE FURNISHED
BY THE CONTRACTORS) AS PART OF THIS CONTRACT.
32. PRIOR TO COMPLETION OF THE WORK, THE CONTRACTOR SHALL MARK THE SERVICE
EQUIPMENT WITH THE AVAILABLE FAULT CURRENT PER NEC 110.24, USING EITHER
THE FAULT -CURRENT FROM THE UTILITY FAULT CURRENT LETTER, OR THE SHORT
CIRCUIT CURRENT CALCULATION FROM THESE PLANS. IF PROVIDED WITH THE
FAULT CURRENT LETTER, THIS ENGINEER WILL UPDATE THE CALCULATION TO
OBTAIN THE FAULT CURRENT AT THE SERVICE ENTRANCE.
33. AFTER COMPLETION OF THE WORK, 'THE CONTRACTOR SHALL SECURE CERTIFICATES
OF FINAL INSPECTION AND APPROVAL FROM AUTHORITIES HAVING JURISDICTION
(AHJ).
34. PER FBC C405.6.4.I, WITHIN 30 DAYS OF ELECTRICAL SYSTEM ACCEPTANCE BY THE
AHJ, THE CONTRACTOR SHALL PROVIDE THE BUILDING OWNER WITH RECORD
DRAWINGS OF THE ACTUAL INSTALLATION. THE RECORD DRAWINGS SHALL INCLUDE
A SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND
FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. IF
PROVIDED WITH COMPLETE FIELD MARKUPS ON THESE PLAN SHEETS, THE ENGINEER
SHALL MODIFY THESE PLAN SHEETS INTO SAID RECORD DRAWINGS AND PROVIDE A
COPY TO THE OWNER AND TO THE CONTRACTOR AND RETURN THE ORIGINAL FIELD
MARKUP TO THE CONTRACTOR.
35. PER FBC C405.6.4.2, WITHIN 30 DAYS OF ELECTRICAL SYSTEM ACCEPTANCE BY THE
AHJ, THE CONTRACTOR SHALL PROVIDE THE BUILDING OWNER AN OPERATING AND
MAINTENANCE MANUAL FOR ALL ELECTRICAL SYSTEMS INSTALLED IN ACCORDANCE
WITH THESE PLANS THAT REQUIRE MAINTENANCE. AT A MINIMUM, THE MANUAL
SHALL INCLUDE:
A. EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT
REQUIRING MAINTENANCE.
B. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF
EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE
ACTIONS SHALL BE CLEARLY IDENTIFIED.
C. NAME AND ADDRESS OF AT LEAST ONE QUALIFIED SERVICE AGENCY.
41. WORKMANSHIP, MATERIALS AND APPARATUS UNDER THIS CONTRACT SHALL BE
GUARANTEED FOR A PERIOD OF ONE, YEAR FROM THE DATE OF FINAL
ACCEPTANCE BY THE OWNER.
42. GREATER THAN 80% NONLINEAR LOADS: SHARED NEUTRALS AND GROUNDS ARE
NOT PERMITTED FOR SINGLE PHASE CIRCUITS.
43. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE
WITH NEC ILO, AND WITH NEC 210.8 FOR GFCI DEVICES.
44. THE EXCLUSIVELY -DEDICATED SPACE: EXTENDING FROM FLOOR TO STRUCTURAL
CEILING WITH A WIDTH AND DEPTH OF THE PANEL BOARD OR SWITCHBOARD MUST
BE CLEAR OF ALL PIPING, DUCTS OR EQUIPMENT FOREIGN TO THE ELECTRICAL
EQUIPMENT OR ARCHITECTURAL APPURTENANCES IN ACCORDANCE WITH NEC 408.
45. WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE -RESISTIVE ASSEMBLIES,
(CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE INSTALLED
WITHOUT AFFECTING THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING
CONDITIONS AND FBC 714 SHALL BE MET:
A. ALL ELECTRICAL BOXES SHALL BE METALLIC.
B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE.
C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES.
D. THE OPENING IN rHE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED
I/8 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE
OPENING.
E. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE
COMPLETELY FILLED WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAL).
F. PROVIDE A WALL AROUND OUTLETS LARGER THAN 16 SQUARE INCHES. THE
INTEGRITY OF THE WALL RATING SHALL BE MAINTAINED.
G. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100
SQUARE INCHES PER 100 SQUARE FEET OF WALL AREA.
H. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE -RESISTIVE ASSEMBLIES
SHALL BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES.
I. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS.
AFF:
ABOVE FINISHED FLOOR
L: LIGHTING LOAD
AEG:
ABOVE FINISHED GRADE
M: MOTOR LOAD
BFC:
BELOW FINISHED CEILING
MBJ: MAIN BONDING JUMPER
E.C.:
ELECTRICAL CONTRACTOR
MH: MOUNTING HEIGHT
EGC:
EQUIPMENT GROUNDING CONDUCTOR
NL: NIGHT LIGHT
F: FAN LOAD
P: PANEL
FCA:
FAULT CURRENT AMPERES
R: RECEPTACLE LOAD
GC:
GROUNDED CONDUCTOR
SA: SMOKE/CO ALARM LOAD
GEC:
GROUNDING ELECTRODE CONDUCTOR
SN: SOLID NEUTRAL
GFI:
GROUND FAULT CIRCUIT -INTERRUPTER
LION: UNLESS OTHERWISE NOTED
IG: ISOLATED GROUND
VP: VAPOR PROOF
WP: WEATHER PROOF
ELECTRICAL DRAWING INDEX
SHEET DESCRIPTION
E-I ELECTRICAL LEGEND, SPECIFICATIONS 8 ABBREVIATIONS
E-2 ELECTRICAL POWER SYSTEMS NEW WORK PLAN
E-3 LIGHTING PLAN AND LIGHTING FIXTURE SCHEDULE
E-4 PANEL SCHEDULES, RISER, AND CALCULATIONS
REVIEWED FOR
,ODE COMPLIANCE
S : LUCIE COUNTY
ISSUED
YES
YES
YES
YES
0
N
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0
Fort Pierce
Engineering, Inc.
Dependable Mechanical, Electrical
& Plumbing Design
Reg. No.28173
315 South 7th Street
Fort Pierce, FL. 34950
Phone: 772 672-4636
Fax: 772 672-4637
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.� .•'�CEYV••GLi
No.61580
0�� STATE OF : ��
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Timothy C. Trewyn, PE
P.E. No. 61580
11ESE ORLiIFMS, NIIG VnH W rL6EPTS W W =w
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SHEET TITLE
ELECTRICAL
SYMBOL LEGEND,
SPECIFICATIONS &
ABBREVIATIONS
ISSUE DATE: 05-13-2020
DRAWN: TCT
APPROVED: TCT
DRAWING
NUMBER
SHEET
I OF 4
20002-03
WOMI.:NS RM.
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MENS R.M.
ELECTRICAL FOR
PRINTING EQUIPMENT
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RM.
ELECTRICAL BOARD
FOR SERVER IS NEW
SCALE 1/4" = 1'-0"
1 1 i Mq'
a�ar�a
COORDINATE RECEPTACLE NEMA
CONFIGURATION WITH EQUIPMENT
SUPPLIER PRIOR'TO ROUGH -IN.
I
/R
ELECTRICAL DEMOLITION LEGEND
SYMBOL
DESCRIPTION
<E>
EXISTING TO REMAIN.
<ER>
EXISTING TO BE RELOCATED.
<R>
REMOVE AND TURN OVER TO OWNER.
<ERP>
EXISTING TO BE REPLACED.
<ERC>
EXISTING TO BE RECIRCUITED.
<RE>
RELOCATED, EXISTING
<E>
FPL TRANSFORMER
ELECTRICAL KEY NOTES:
01 CEILING IS USED AS A PLENUM, ALL DATA WIRING IS TO BE PLENUM RATED.
02 PROVIDE AND INSTALL OUTLET BOX ON CONDUIT FLUSH WITH CEILING.
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Fort Pierce
Engineering, Inc.
Dependable Mechanical, Electrical
& Plumbing Design
Reg. No. 28173.
315 South 7th Street
Fort Pierce, FL. 34950
Phone: 772 672-4636
Fax: 772 672-4637
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No.61580 :2
STATE OF W-
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Timothy C. Tr PE
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SHEET TITLE
ELECTRICAL
POWER SYSTEMS
PLAN
ISSUE DATE: 05-13-2020
DRAWN: TEC
APPROVED: TCT
REVIEWED FOR DRAWING NUMBER
"--ODE COMPLIANCE
T. LUCIE BOUNTY C k;l,' 2
SHEET 2 OF 4
20002-03
EXISTING 20 FT AREA LIGHTING POLE
0
EXTERIOR LIGHTED SIGN
EXISTING 20 FT AREA LIGHTING POLE
13-0
WOMENS RM.
MEN S RM.
ELECTRICAL FOR
PRINTING EQUIPMENT
IS NEW
EXTERIOR LIGHTED SIGN
GHTING S`rSTEIS FLAN
am
ELECTRICAL BOARD
FOR SERVER IS NEW
SCALE 1/4" = 1`0"
0
Fort Pierce
Engineering, Inc.
Dependable Mechanical, Electrical
& Plumbing Design
Reg. No. 28173
315 South 7th Street
Fort Pierce, FL. 34950
Phone: 772 672-4636
Fax: 772 672-4637
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LiGHTNG SYSTEMS NOTES w <
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I. LIGHTING CONTROLS SHALL COMPLY WITH FBC C405.2.
A. PUBLIC CORRIDORS, REST ROOMS, PRIMARY BUILDING ENTRANCE AREAS, LOBBIES, AND
AREAS WHERE MANUAL -ON OCCUPANCY CONTROLLED OPERATION WOULD ENDANGER THE
SAFETY OR SECURITY OF THE ROOM OR BUILDING OCCUPANTS ARE CONTROLLED BY FULL
AUTOMATIC -ON OCCUPANCY SENSOR.
B. CONFERENCE ROOMS, COPY/PRINT ROOMS, BREAK ROOMS, OFFICES, STORAGE ROOMS, cli
Lo
JANITORIAL CLOSETS, AND OTHER SPACES 300SF OR LESS THAT ARE ENCLOSED BY F 0)
FLOOR -TO -CEILING HEIGHT PARTITIONS ARE CONTROLLED BY MANUAL -ON OR CONTROLLED n
TO AUTOMATICALLY TURN THE LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER. W <
F. EXTERIOR LIGHTING CONTROL SHALL BE VIA ASTRONOMIC TIME SWITCH COMPLYING WITH
C405.2.5. PO Lj 0
2. EXIT SIGNS SHALL COMPLY WITH FBC C405.3, I.E. NOT EXCEED 5 WATTS PER SIDE. Ld ;E > u-
_j
:5 0 < .
z W
3. SEE INTERIOR LIGHTING POWER CALCULATIONS PER FBC C405.4 ON THIS SHEET. < < < 0 U 1
4. WALK-IN COOLERS AND FREEZERS SHALL BE EQUIPPED WITH A DEVICE THAT TURNS OFF THE 0 < 5 LIGHTS WITHIN 15 MINUTES OF THE LATEST END OF OCCUPANCY. W4 0 i
5. EXTERIOR LIGHTING POWER SHALL COMPLY WITH FBC C405.5. Lij z F-:
0 W U)
6. PER FBC C402.5.8 RECESSED FIXTURES SHALL BE SEALED BETWEEN THE FIXTURE AND bi INSULATED SURFACE WITH A GASKET OR CAULK, IC RATED, AND LABELED WITH AN AIR U) 0 Of
LEAKAGE RATE OF 2CFM OR LESS PER ASTM E 283. a
M 0
7. ALL LIGHTING FIXTURES SHOWN ARE EXISTING. a- E2 0-
ENGINEER SEAL
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Timothy C.T6rev%n PE
P.E.
No.15 6
PRE
HE03N ME � My RR W arava
ELECTRICAL KEY NOTES:
MWTAM V M PffACE MWOM M SNRLL X
Qj CEILING IS USED AS A PLENUM, ALL DATA WIRING IS TO BE PLENUM RATED.
rwwmw� ALL RIMS IE4AVF➢.
SHEET TITLE
ELECTRICAL
LIGHTING SYSTEMS
PLAN
ISSUE DATE: 06-13-2020
DRAWN: TEC
APPROVED: TCT
E VIDRAWING NUMBER
EWED For4
'�()DE COMPLIANCE
S-r, LUCIE COUNTV
E-3
SHEET 3 OF 4
20002-03
PANEL:
"SUB -PANEL C"
EXISTING
VOLTAGE:
120/208V SPH 3W
BUS/BREAKER AIC RATING:
22KA/10KA
EATING:
SOA
LOCATION:
ELECTRICAL ROOM
MOUNTING:
SURFACE-NEMA 1
MAIN CONNECTION:
M.L.O.
FED FROM:
PANEL "B"
DEVICE FAMILY:
SIEMENS
DESCRIPTION
Mwm
p
CONNEC ED KVA
No.
No.
CONNECTED KVA
p
DESCRIPTION
A
B
A
B
R-SMALLAPPL.
12
20
1
1.60
1
2
1.20
1
20
12
L-WEST SIGN
R-REFRIG.
12
20
1
0.60
3
4
0.10
1
20
12
R-FRONT BLINDS
Ft -MICRO -WAVE
12
20
1
1.10
5
6
0.20
1
20
12
R-EAST BLINDS
R-DRY PACKS
12
20
1
0.05
7
8
1.20
2
20
12
R-COPIER
R-CONFERENCE
12
20
1
0.72
9
10
1.20
12
R-WINDOW
12
20
1
0.18
11
12
1.40
1
20
12
R-COPIER
3.32
0.73
TOTAL
2.60
2.70
9.35
TOTAL KVA
SERVES
CONNECTED LOAD -KVA
OF
CALCULATED DEMAND KVA
UGHTING
1.20
1.25
1.50
RECEPTACLES (FIRST 10 KVA)
6.55
1.00
6.55
RECEPTACLES (OVER 10 KVA)
0.00
0.50
0.00
LARGEST MOTOR
0.00
1.25
0.00
OTHER MOTORS
0.00
1.00
0.00
EQUIPMENT/HEAT
0.00
1.00
0.00
KITCHEN EQUIPMENT (2 UNITS)
1.60
0.50
0.80
TOTAL DEMAND KVA:
8.85
TOTALAMPERAGE:
36.88
NOTES:
1. VERIFY ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENT WITH MANUFACTURER'S
MANUAL PRIOR TO BIDDING AND INSTALLATION.
2. PROVIDE UPDATED WRITTEN DIRECTORY ON INSIDE PANEL COVER
PANEL:
"B"
EXISTING
PH
V-LN
V-LL
W
BUS/BREAKER AIC RATING:
22KA/10KA
RATING:
300A
3
120
208
4
LOCATION:
ELECTRICAL ROOM
MOUNTING:
SURFACE-NEMA 1
MAIN CONNECTION:
M.C.B.
FED FROM:
M.T.S.
DEVICE FAMILY:
FEDERAL PACIFIC
DESCRIPTION
m
P
WNN6T®NVA
No.
No.
�NNM�"a
P
DESCRIPTION
A
B
C_
A
B
C
R-FLOOR RECEPTS.-NOTE 5
12
20
1
0.72
1
2
0.36
1
20
12
R-RECEPT.-NORTH-NOTE 5
R-FLOOR RECEPTS.- NOTE 5
12
20
1
^;
0.72
'.
3
4
`.
0 00
Fill
R-RECEPT.-NORTH-NOTE 5
AIC TVSS
10
30
3
11 ,1 4I�,"
0.02
5
6
ail'.
3.90
2
50
8
SUB -PANEL "C"
10
0.0E
MI ? ,
] ,.
7
8
3.90
w
�.
8
10
0.0E
9
10
-'hull
1.20
1
20
72
L-PARKING
HVAC-CU-1
12
20
3 _
i 2.00
11
12
=^
":,1i1N
1.20
1
20
12
L-PARKING
12
2.80
-1-3-1-4
2.00
"
1
20
12
HVAC-HEAT STRIP
12
2.80
15
16
'.
2.00
+,' ""„i''°;
1
30
10
HVAC-HEAT STRIP
HVAC-CU-2
12
20
3
2.80
17
18
„•.�
15"n;i
0.00
1
20
SPARE
12
2.80
^"'
�� ", "Ir';
::
19
20
0.50f
1
20
12
R-DATA
21
22
0.50
+I;� ',-
1
20
12
R-DATA
L-SIGNAGE & AREA LIGHTS
12
20
3
1.20
23
24
_
3.00
3
30
10
HVAC-HEATERS
12
0.80
25
26
3 00
10
12
0.80
27
28
3.00
ll*hl ,:�V;
10
HVAC-AC UNIT
8
40
3
3.61
29
30
0.9E
2
20
12
SPINKLER PUMP
8
3.61
,': 1"
31
32
0.92
- _
12
8
j�li�l,1.�
i?�'
3.61
r
33
34
1.20
1
20
12
L-SIGN
R-FLOOR
12
20
1
^1, "
va ).
II ^;n1
0.90
35
36
:'
'�"4III"
1.20
1
1 20
1 12
1 L-SIGN
R-COPIER
12
20
1
1.10
^'
37
38
0.36
1
1 20
12
R-FLOOR RECEPTACLES
R-RECEPTS.
SPACE
12
20
1
91-hl;i1i„
"'+'
1, 1
0.36
0.00
39
41
40
42
I11 j
0.36
0.36
1
1
20
20
12
12
R-FLOOR RECEPTACLES
R-FLOOR RECEPTACLES
11.85
11.11
10.53
TOTAL
11.04
8.26
10.58
63.37
TOTAL CONNECTED KVA
SERVES
CONNECTED LOAD -KVA
DF
CALCULATED DEMAND -KVA
LIGHTING
11.35
'1.25
14.19
RECEPTACLES (FIRST 10 KVA)
10.00
1
10.00
RECEPTACLES (OVER 10 KVA)
24.50
0.5
12.25
LARGEST MOTOR
1.84
1.25
2.30
OTHER MOTORS
1.83
1
1.83
EQUIPMENT/HEAT
23.86
1
23.86
KITCHEN EQUIPMENT
1.25
1
1
1.25
LOAD FROM PANEL "A" ADDED TO ABOVE
TOTAL DEMAND KVA
65.68
TOTALAMPERAGE
182.30
NOTES:
1. VERIFY ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENT WITH MANUFACTURER'S MANUAL PRIOR TO
BIDDING AND INSTALLATION.
2. PROVIDE TYPEWRITTEN DIRECTORY ON INSIDE OF PANEL COVER.
3. NON -COINCIDENT DEMAND. CALCULATION BASED ON HEATING MODE.
4. EXISTING CIRCUIT BREAKER
5. FURNISH & INSTALL NEW CIRCUIT BREAKER IN EXITING SPACE. AIC RATING TO MATCH THE EXISTING
PANEL:
"A"
EXISTING
PH
V-LN V-LL
W
BUSIBREAKER AIC RATING:
22KAIJOKA
MOUNTING:
'SURFACE=NEMA 1
RATING:
150A
3
120 208.
4
LOCATION:
ELECTRICAL ROOM
MAIN CONNECTION:
M.L.O.
FED FROM:
UTILTY TRANSFORMER
DEVICE FAMILY:
FEDERAL PACIFIC
DESCRIPTION
3:.
09
P
corn, .vA
No.
No.
�� xvn
P
m
DESCRIPTION
A
B
C
A
B
C
L-LOBBYE
12
20
1
0.50
ijI
1
2
119011MUSH
1
20
12
R-PRINTER
L-LOBBY C
12
20
1
0.60
-
3
4
0.36
1
1
20
12
R-RECEPTACLE
L-LOBBY W
12
20
1
" "Y''
0.60
5
6
, ¢)"�,�^
1.00
1
20
12
L-LIGHTING-FRONT
L-NIGHT LIGHTS
12
20
1
0.80a,„
^
:.1
• 1
7
9
8
10
0.80
-:
«;i= M1„^
0.80
)!.,,?
;
1
1
20
12
L-PERIMETER LIGHTS '
L-WORK ROOM
12
20
1
1.00
'°✓¢"
20
12
L-PERIMETER LIGHTS
R-TIMER
12
20
1
chi.
0.03
11
12
`s7H,
0.80
1
20
12
L-EXTERIOR
R-IG RECEPTACLES
12
1 20
1
0.36
'
': gy....
13
15
14
16
1.08
m.S
0.72
;`v
4' `.
1
1
20
20
12
12
R-RECEPTACLES
R-COUNTER -NOTE 4
R-RECEPTACLES
12
20
1=9.
'
0..72
it.
R-TV
12
20
1
^'0''".
l
0.20
17
18
�+,�!�_':
0.36
1
20
12
R-COUNTER- NOTE 4
R-TV
72
20
1
0.20
19
20
0.20
"� , u^^'+,
''`
1
20
12
R-TV
R-RECEPTACLES
12
20
1
2,
1.26
-_
21
22
0.51
1
20
12
HVAC-EXH. FAN
R-SECRUTY SYSTEM
12
20
1
�,`;:
-:
0.25
1 23
1 24
"�`�„,<_',
0.18
1
ZO
12
R-DATA
R-RECEPTACLES
12
20
1
0.36
-;e4,'
11,
fi''u^
25
26
0.36
,^1
1
20
12
R-EXTERIOR
R-EWC
12
20
1
0.37
P..If.
�'I':'
27
28
0.18
1
20
12
R-DATA LINE
R-SERVER
12
20
1
'�;'I":-
0.30
29
30
0.54
1
20
12
R-TEL. BACKBOARD
WATER HEATER
12
20
1
2.00
''2 Er
' `L'
; -'.,
31
32
0.18
,} ^S. `.
0.25
,?c
,"'''
1
20
12
R-FLOOR RCEPTACLE
R-FLOOR
12
20
1
`
0.18
33
34
i
1
20
12
R-SERVER
R-SERVER
12
20
1
`,. ,
#'
01
0.20
35
36
0.25
1
20
12
R-SERVER
R-EXTERIOR
12
20
1
0.36
I
1'^
37
36
0.90
t',
1
20
12
R-RECEPTACLES
R-RECEPTACLES
12
20
1
777777 n;V.
0.7E
39
40
1.26
1
20
12
R-RECEPTACLES
R-RECEPTACLES
12
20
1
0.7E
41
42
0.90
1
20
12
R•GFCI RECEPTACLES
4.58
4.85
2.30
TOTAL
4.6E
4.08
4,03
24.46
TOTAL CONNECTED KVA
SERVES
CONNECTED LOAD - KVA
DIP
CALCULATED DEMAND - KVA
LIGHTING
3.50
1.25
4.38
RECEPTACLES (FIRST 10 KVA)
10.00
1
10.00
RECEPTACLES (OVER 10 KVA)
8.96
0.5
4.48
LARGEST MOTOR
0.00
1.25
0.00
OTHER MOTORS
0.00
1
0.00
EQUIPMENT/HEAT
2.00
1
2.00
KITCHEN EQUIPMENT
0.00
1
0.00
TOTAL DEMAND KVA
20.85
TOTALAMPERAGE
57.88
NOTES:
1. VERIFY ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENT WITH MANUFACTURER'S MANUAL PRIOR TO
BIDDING AND INSTALLATION.
2. PROVIDE UPDATED WRITTEN DIRECTORY ON INSIDE OF PANEL COVER.
3. RESERVED. -
4. EXISTING CIRCUIT BREAKER
THREE PHASE SHORT-CIRCUIT CURRENT CALCULATION
150KVA=TRANSFORMER SIZE
TRANSFORMER TO MTS (1 SETS 350MCM, 105 FEET, PVC)
ISC _ 150000 VA X 100 = 11376 AMPS
1.73 X 208V 3.66/.IZ
f 1.73 X 105' X 11376A OA37
1 22,737 208V
1
M 1 + 0.437 - 0.696
11376AMPS X 0.696 = 7914AMPS
USE 1OKAIC RATED BREAKERS IN ALL PANELS
AC UNIT
ROOF
ELECTRIC ROOM WEST EXTERIOR ELEVATION
EXISTING FPL PAD MOUNTED TRANSFORMER
SUB. FEED-
SUB'CIRC
150KVA 3.66%IZ 480/277V 3PH 4W
BREAKERS
EXISTING FPL CT
7914 FCA
METER
EXIST.
SVC ENT
O
EXIST.
PANEL 125/3
EXIST.
PANEL
EXIST.
PANEL
RATED
M.T.S.
EXIST.
400A
"B'
'A'
"C'
400A
M.T.S.
300Ar1o,i0/2
150A
50A
EM.C.B.50/3
M.L.O.
M.L.O.
T
LOCK
50/2
EXISTING
N
GRADE
ALL FEEDERS
EXISTING
EXISTING G.E.C. IN
EXISTING SERVICE
CONDUIT TO EXISTING
EXISTING FPL ENTRANCE
GROUNDING ELECTRODE
PRIMARY CABLE CONDUCTORS
SYSTEM.
IN CONDUIT
D I ELECTRICAL RISER DIAGRAM
REVIEWED Foh
CODE COMPLIANCILE
S , LUCIE COUNTY
SOCC
RISER DIAGRAM GENERAL NOTES:
I. E.C. SHALL MARK HIGH LEG ORANGE PER NEC
110.15. E.C. SHALL PROVIDE LABEL ON 400A FUSED
DISCONNECT READING: "CAUTION C PHASE HAS 208
VOLTS TO GROUNDII
2. E.C. SHALL PROVIDE ARC FLASH HAZARD
WARNING SIGNS PER NEC 110.16.
3. E.C. SHALL LEGIBLY FIELD MARK PANELBOARDS
WITH THE DATE OF MARKING AND FAULT CURRENT
AMPS (FCA) NOTED ON THE RISER DIAGRAM.
4. THE CONDUCTOR LENGTHS SHOWN ARE
APPROXIMATE AND CONSERVATIVELY SHORT TO
PROVIDE A MARGIN OF SAFETY IN THE CALCULATION
OF FAULT CURRENTS. THE E.C. SHALL MAKE HIS
OWN MEASUREMENTS AND ESTIMATE OF THE
CONDUCTOR LENGTH REQUIRED.
0
a
Fort Pierce
Engineering, Inc.
Dependable Mechanical, Electrical
& Plumbing Design
Reg. No. 28173
315 South 7th Street
Fort Pierce, FL. 34950
Phone:772 672-4636
Fax: 772 672-4637
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ENGINEER SEAL
ICI11��'' '
Tp
\�..• �GENS•,FGGi
o. 615880� " �2
�A I�t5o2o . �'
STATE OF • to
10... ."��
c
�itcS ••<0R 1'D I
G \
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Timothy C. Tre PE
P.E. No. 615580
SHEET TITLE
ELECTRICAL
DETAILS, RISERS
& SCHEDULES
SSUE DATE: 05-13-2020
DRAWN: TEC
APPROVED: TCT
DRAWING NUMBER
E-4
SHEET 4 OF 4
20002-03
DIVISION 1 GENERAL REQUIREMENTS
SECTION 01010 - SUMMARY OF WORK
Descriptive Summary of the Work:
Identification: Refer to the Contract (Owner -Contractor Agreement) for
name location, project number and abbreviated identification of the work
of the project.
Contract Documents: Requirements of the work are contained in the
contract documents, and include cross-references herein to published
information, which is not necessarily bound therewith.
Verbal Summary: Without force and effect on requirements of contract
documents, the description of the work of the Contract can be
summarized as follows:
Use of the Site: Confine operations at the site to the areas
permitted. Portions of the site beyond areas on which work is
indicated are not to be disturbed.
General: The Contractor shall limit his use of the premises to the work
indicated, so as to allow for Owner occupancy and use by the public.
Keep existing driveways and entrances serving the premises clear
and available at all times. Do not use for parking or storage
of materials.
Do not encumber the site with materials or equipment. Confine
stockpiling of materials and location of storage sheds to the
storage area.
Lock automotive type vehicles and other mechanized or motorized
construction equipment, when parked and unattended. Do not
leave vehicles or equipment unattended with the motor running
or ignition key in place.
Keep public areas such as hallways, stairs, elevator lobbies and
toilet rooms free from accumulation of waste material, rubbish or
construction debris.
Smoking or open fires will not be permitted within the building
enclosure or on the premises.
Owner Occupancy:
Contractor Use of the Existing Building: Maintain the existing building in
a safe and weather -tight condition throughout the construction period.
Repair damage caused by construction operations. Take all precautions
necessary to protect the building and its occupants during the
construction period.
Full Owner Occupancy: The Owner will occupy the site and the existing
building during the entire period of construction. Cooperate fully with the
Owner or his representative during construction operations to minimize
conflicts and to facilitate Owner usage. Perform the work so as not to
interfere with the owner's operations.
Pre -Ordered Products:
General: To expedite delivery and for other purposes in his own best interests,
the Owner negotiated purchase orders with suppliers of material and
equipment to be incorporated into the work. These purchase orders and
commitments are assigned to the Contractor and the costs are
included in the Contract Sum. The Contractor's responsibilities are the
same as if the Contractor had negotiated the purchase orders, including
the responsibility to re -negotiate purchase if necessary and to execute final
purchase order agreements.
END OF SECTION 01010
SECTION 01040 - PROJECT COORDINATION
Administration and Supervision:
Coordination: Coordinate various elements of the work and entities
engaged to perform work and coordinate the work with existing facilities/
conditions, and with work by separate contractors (if any) and by Owner.
Survey/Recording:
General: Working from established lines and levels at or near project site,
establish and maintain dependable markers for lines and levels of the
work, including markers for each story of construction. Calculate
dimensions and measure for layout work. Record deviations (if any) from
drawing information on existing conditions, and review with Architect/
Engineer at time of discovery.
Installer inspections: Require installer of each major unit of work to
inspect substrate and conditions for installation, and to report (in writing)
unsatisfactory conditions. Correct unsatisfactory conditions before
proceeding. Inspect each product immediately before installation. Do not
install damaged or defective products, materials or equipment.
Preparation for Installation:
Pre -Installation Conference: Prior to starting installation of each major
component of the work, hold a pre -installation conference, attended by
each entity involved or affected by planned installation. If necessary,
include technical representatives of product manufacturers and others
recognized as expert or otherwise capable of influencing success of the
installation.
Installation, General:
Comply with manufacturer's instructions: and recommendations to extent
printed information is more detailed or stringent than requirements
contained directly in contract documents.
Timing: Install work during time and under conditions which will ensure
best possible results, coordinated with required inspection and testing.
Anchor work securely in place, properly located by measured line and level,
organized for best possible uniformity, visual effect, operational efficiency,
durability, and similar benefit to Owner's use. Isolate non -compatible
materials from contact, sufficiently to prevent deterioration.
Mount individual units of work at industry -recognized mounting heights,
if not otherwise indicated; refer uncertainties to Architect/Engineer
before proceeding.
Cleaning and Protection:
General: Clean each element of work at time of installation. Provide
sufficient maintenance and protection during construction to ensure
freedom from damage and deterioration at time of substantial completion.
END OF SECTION 01040
SECTION 01045 - CUTTING AND PATCHING
General:
Definition: "Cutting and patching" includes cutting into existing
construction to provide for the installation or performance of other work
and subsequent fitting and patching required to restore surfaces to their
original condition.
Refer to other sections of these specifications for specific cutting and
patching requirements and limitations applicable to individual units of work.
Structural Work: Do not cut -and -patch structural work in a manner
resulting in a reduction of load -carrying capacity of load/deflection ratio.
Submit proposal and request and obtain Architect/Engineer's approval
before proceeding with cut -and -patch of structural work.
Operational/Safety Limitations: Do not cut -and -patch operational elements
and safety components in a manner resulting in decreased performance,
shortened useful life, or increased maintenance. Submit proposals and
requests and obtain Architect's/Engineer's approvals before proceeding with
cut -and -patches.
Visual/Quality Limitations: Do not cut -and -patch work exposed to
view (exterior and interior) in a manner resulting in noticeable reduction
of aesthetic qualities and similar qualities, as judged by Architect/Engineer.
Limitations on Approvals: Architect's/Engineer's approval to proceed with
cutting and patching does not waive right to later require removal/
replacement of work found to be cut -and -patched in an unsatisfactory
manner, as judged by Architect/Engineer.
Materials:
General: Use material for cutting and patching that are identical to
existing materials. If identical materials are not available, or cannot be
used, use materials that match existing adjacent surfaces to the fullest
extent possible with regard to visual effect. Use materials for cutting and
patching that will result in equal -or -better performance characteristics.
Execution:
Inspection: Before cutting, examine surfaces to be cut and patched and
conditions under which the work is to be performed. If unsafe or
otherwise unsatisfactory conditions are encountered, take corrective action
before proceeding with the work.
Temporary Support: To prevent failure provide temporary support
of work to be cut.
Protection: Protect other work during cutting and patching to prevent
damage. Provide protection from adverse weather conditions for that part
of the project that may be exposed during cutting and patching operations.
Avoid interference with use of adjoining areas of interruptions of
free passage to adjoining areas.
Take precautions not to cut existing pipe, conduit or duct serving the
building but scheduled to be relocated until provisions have been made to
bypass them.
Cutting: Cut the work using methods that are least likely to damage
work to be retained or adjoining work. Where possible review proposed
procedures with the original installer; comply with original installer's
recommendations.
Where cutting is required use hand or small power tools designed
for sawing or grinding, not hammering and chopping. Cut through
concrete and masonry using a cutting machine such as a carborundum
saw or core drill. Cut holes and slots neatly to size required with
minimum disturbance of adjacent work. To avoid marring existing
finished surfaces, cut and drill from the exposed or finished side
into concealed surfaces. Temporarily cover openings when not in use.
Patching: Patch with seams which are durable and as invisible as
possible. Comply with specified tolerances for the work.
Restore exposed finishes of patched areas and where necessary
extend finish restoration into retained adjoining work in a manner
which will eliminate evidence of patching and refinishing.
END OF SECTION 01045
SECTION 01090 - DEFINITIONS AND STANDARDS
Definitions:
General: Except as specifically defined otherwise, the following definitions
supplement definitions of the Contract, General Conditions, Supplementary
Conditions and other general contract documents, and apply generally to
the work.
General Requirements: The provisions of Division-1 sections, General
Requirements, apply to the entire work of the Contract.
Indicated: Shown on drawing by notes, graphics or schedules or written
into other portions of contract documents. Terms such as "shown", "noted",
"scheduled" and "specified" have same meaning as "indicated", and are
used to assist the reader in locating particular information.
Directed, Requested, Approved, Accepted, etc.: These terms imply "by the
Architect/ Engineer", unless otherwise indicated.
Approved by Architect/Engineer: In no case releases Contractor from
responsibility to fulfill requirements of contract documents.
Project Site: Space available to Contractor at location of project, either
exclusively or to be shared with separate contractors, for performance of
the work.
Furnish: Supply and deliver to project site, ready for unloading, unpacking,
assembly, installation, and similar subsequent requirements.
Install: Operation at project site, including unloading, unpacking, assembly,
erection, placing, anchoring, applying, working to dimension, finishing,
curing, protecting, cleaning, and similar requirements.
Provide: Furnish and install, complete and ready for intended use.
Installer: Entity (firm or person) engaged to install work, by Contractor,
subcontractor or sub -subcontractor. Installers are required to be skilled
experts in work they are engaged to install.
Specification Text Format: Underscoring facilitates scan reading, no other
meaning. Imperative language is directed at Contractor, unless otherwise
noted.
Overlapping/Conflicting Requirements: Most stringent (generally) requirement
written directly into the contract documents is intended and will be
enforced, unless specifically detailed language written into the contract
documents clearly indicates that a less stringent requirement is acceptable.
Refer uncertainties to the Architect/Engineer for a decision before
proceeding.
Minimum Requirements: Indicated requirements are for a specific minimum
acceptable level of quality/quantity, as recognized in the industry. Actual
work must comply (within specified tolerances), or may exceed minimums
within reasonable limits. Refer uncertainties to Architect/Engineer before
proceeding.
Abbreviations, Plural Words: Abbreviations, where not defined in contract
documents, will be interpreted to mean the normal construction industry
terminology, determined by recognized grammatical rules, by the
Architect/Engineer. Plural words will be interpreted as singular and
singular words will be interpreted as plural where applicable for context of
contract documents.
Testing Laboratory: An independent entity engaged for the project to
provide inspections, tests, interpretations, reports and similar services.
Standards and Regulations:
Industry Standards: Applicable standards of construction industry have
same force and effect on performance of the work as if copied directly
into contract documents or bound and published therewith. Standards
referenced in contract documents or in governing regulations have
precedence over non -referenced standards, insofar as different standards
may contain overlapping or conflicting requirements. Comply with standards
in effect as of date of contract documents, unless otherwise indicated.
Abbreviations: Where abbreviations or acronyms are used in contract
documents, they mean the well recognized name of entity in building
construction industry; refer uncertainties to Architect/Engineer before
proceeding, or consult "Encyclopedia of Associations"
by Gale Research Co.
Trade Union Jurisdictions: Maintain current information on jurisdictional
matters, regulations, actions and pending actions; and administer/supervise
performance of work in a manner which will minimize possibility of disputes,
conflicts, delays, claims or losses.
END OF SECTION 01090
SECTION 01300 - SUBMITTALS
Items Included: All items included in this section may not be required for
this project. Consult with the Architect to determine which items are not
included.
Progress Schedule: Within 15 days of the date established for "commencement
of the work", submit a comprehensive progress schedule indicating a time bar for
each significant category of work to be performed. Arrange schedule to indicate
required sequencing and to show time allowances for submittals, inspections and
similar time margins.
Show critical submittal dates or prepare a separate coordinated
listing of critical submittal dates.
Show double cost line immediately below date line in heading,
showing pre-ca cu ated dollar -volume and space for recording
actual dollar -volume of completed work at end of each period
scheduled.
Submittal: Following the initial revision of the schedule after the
Architect/Engineer's review, print and distribute the schedule to
concerned parties, including 3 copies to the Architect/Engineer.
Post in the temporary office. Revise at intervals matching payment
requests and redistribute.
Project Meetings: Conduct monthly progress and coordination meetings
attended by representatives of each entity engaged for performance of
work. Record discussion and decisions. Distribute copies to those attending
and others affected, including the Architect/Engineer.
Schedule of Values: Prepare a schedule of values to show breakdown of
Contract Sum corresponding with payment request breakdown and progress
schedule line items. Show dollar value and percent of total for each unit
of work scheduled. Submit not less than 7 days prior to first payment
request. Revise each time schedule is affected by change order or other
revision.
Payment Requests: Submit a request each calendar month. Use AIA form
G702, fully completed and executed.
Prior to the initial payment request, submit the schedule of values,
a list of principal subcontractors and suppliers, the progress
schedule and copies of building permits and similar start-up
authorization.
Shop Drawings, Product Data and Samples:
General: coordinate submittals with the progress schedule and actual work
progress. Allow 2 weeks for the Architect/Engineer's review. Provide
additional copies as required by governing authorities.
Shop Drawings:
Initial Submittal: Submit one opaque blue/black line print and one
correctable, reproducible transparency. The transparency will be
processed and returned. After approval, print the processed
transparency for job use and distribution.
Final Submittal: After approval, submit 3 prints; if the drawing is
required for maintenance manudls submit 5 prints; with final
submittal, include additional prifits as necessary for job use and
distribution. Architect/Engineer Will retain 2 prints, and will return
the remainder. Maintain one prifit as mark-up copy for record
drawings.
Product Data: Mark each copy to indicate the actual product to be
provided; show selections from among options in the manufacturer's
printed product data. Submit 2 copies to Architect/Engineer; submittal is
for information and record purposes only. Where the product data is
required for maintenance manuals, submit 2 additional copies which will
be returned. Maintain one additional copy at the project site for
reference purposes.
Do not proceed with the installation of manufactured products until
a copy of related product data is in the installer's possession at
the project site.
Samples: Submit 3 sets of samples; one set will be returned. Provide
3 or more samples in each set where variations in color, pattern or
texture are observable; show average condition and extreme range of
variations. Submit full documentation with each set. Sample submittals are
for Architect/Engineer's observations of color, texture, pattern and "kind".
Maintain returned set at project site for purposes of quality control
comparisons.
Miscellaneous Submittals: Provide copies of miscellaneous submittals
as follows:
Warranties: Submit 2 executed copies, plus additional copies as
required -for maintenance manual.
Field Records: 4 copies, including one copy which will be returned
or me usion in the submittal of record documents.
Maintenance Manuals: Submit 2 bound copies.
Record Drawings: Submit original maintained marked -up prints.
END OF SECTION 01300
SECTION 01700 - PROJECT CLOSEOUT
Description of Requirements: Provisions of this section apply to the procedural
requirements for the actual closeout of the Work, not to administrative matters
such as final payment or the change over of insurance. Closeout requirements
relate to both substantial and final completion of the Work, they also apply to
individual portions of completed work as well as the total Work. Specific
requirements contained in other sections have precedence over the general
requirements contained in this section.
Procedures at Substantial Completion:
Prerequisites: comply with the General Conditions and complete the
following before requesting inspection of the Work, for substantial completion.
Submit executed warranties, workmanship bonds, maintenance
agreements, inspection certificates and similar required
documentation for specific units of work, enabling Owner's
unrestricted occupancy and use.
Submit record documentation, maintenance manuals, tools, spare
parts, keys and similar operational items.
Complete instruction of Owner's operating personnel, and start-up
systems.
Complete final cleaning, and remove temporary facilities and tools.
Record Documentation:
Record Drawings: Maintain a complete set of either blue -or black -line
prints of the contract drawings and shop drawings for record mark-up
purposes throughout the Contract Time. Markup these drawings during
the course of the work to show both changes and the actual installation,
in sufficient detail to form a complete record for the Owner's purposes.
Giver particular attention to work which will be concealed and difficult to
measure and record at a later date, and work which may require servicing
or replacement during the life of the project. Require the entities marking
prints to sign and date each mark-up. Bind pints into manageable sets,
with durable paper covers, appropriately labeled.
Maintenance Manuals: Provide 3-ring vinyl -covered binders containing
required maintenance manuals, properly identified and to cover emergencies,
spare parts, warranties, inspection procedures, diagrams, safety, security,
and similar appropriate data for each system or equipment item.
Final Cleaning: At the time of project close out, clean or reclean the
work to the condition expected from a normal, commercial building
cleaning and maintenance program. Complete the following cleaning
operations before requesting inspection of substantial completion.
Remove non -permanent protection and labels.
Polish glass.
Clean exposed finishes.
Touch-up minor finish damage.
Clean or replace mechanical systems filters.
Remove debris.
Broom -clean unoccupied spaces.
Sanitize plumbing and food service facilities.
Clean light fixtures and replace burned -out lamps.
Sweep and wash paved areas.
Police yards and grounds.
END OF SECTION 01700
DIVISION 2 SITEWORK
SECTION 02070 - SELECTIVE DEMOLITION
Types of Selective Demolition Work: Demolition requires the selective
removal and subsequent offsite disposal of portions of the existing
building as indicated on drawings and as required to accommodate new
construction.
Related work specified elsewhere:
Remodeling construction work and patching is included within the
respective sections of specifications, including removal of materials
for re -use and incorporated into remodeling or new construction.
Relocation of pipes, conduits, ducts, other mechanical and electrical
wor are specified by respective trades.
Schedule Submit schedule indicating proposed sequence of operations
for se ective demolition work to Owner's Representative for review prior
to commencement of work. Include coordination for shut-off, capping and
continuation of utility services as required, together with details for dust
and noise control.
NOTE:
ONLY THOSE SPEC SECTIONS PERTAINING
TO WORK SHOWN ON THE DWGS APPLY.
DIVISION I APPLIES TO ALL PROJECTS,
�R H I T E CT (�
BUILDING IDEAS
TRANSFORMING IDEAS INTO REALITY
PH 1.772.408.6963 22062 CONCHA AVE.
FAX : Ancient tech email it. BOCA RATON, FL.
No one faxes anymore 33428
EMAIL: rlewis@biarch.com
AA26001089
ROBERT S. LEWIS REG # : AR91402
CONSULTANTS:
OFFICE INFORMATION
DRAWNBY RSL
CHECKED BY RSL
ISSUE DATE 4/13/2020
FILENAME C:\PROJ\0300W1
REVISIONS:
REV # DATE DESCRIPTION
PROJECT TITLE:
MINUTEMAN PRESS
TENANT IMPROVEMENT
130 SE ENTRADA AVE., PORT SAINT LUCIE, FL
ID:3419-525-0001-200-6 ACCOUNT:42396
USE: 2300 ZONING: COMM OFFIC
COMMISSION # : 2008
SHEET TITLE:
GENERAL NOTES
.30G .f1hA01 i A a,s M
ST, LUCIE COUNTY
G N! - 1
Occupancy: Owner will be continuously occupying areas of the building
immediately adjacent to areas of selective demolition.
Conduct selective demolition work in manner that will minimize need for
disruption of Owner's normal operations. Provide minimum of 72 hours
advance notice to Owner of demolition activities which will impact Owner's
normal operations
Condition of Structures: Owner assumes no responsibility for actual condition
of items or structures to be demolished.
Conditions existing at time of commencement of contract will
be maintained by Owner insofar as practicable. However, variations
within structure may occur by Owner's removal and salvage operations
prior to start of selective demolition work.
Partial Demolition and Removal: Items indicated to be removed but of salvable value
to Contractor may be removed from structure as work progresses. Transport salvaged
items from site as they are removed.
Storage or sale of removed items on site will not be permitted.
Protections: Provide temporary barricades and other forms of protection as required
to protect Owner's personnel and general public from injury due to selective
demolition work.
Provide protective measure as required to provide free and safe passage of
Owners personnel and general public to and from occupied portions of
building.
Erect temporary covered passageways as required by authorities having
jurisdiction.
Protect from damage existing finish work that is to remain in place and
becomes exposed during demolition operations.
Protect floors with suitable coverings when necessary.
Construct temporary insulated solid dust -proof partitions where required to
separate areas where noisy or extensive dirt or dust operations are performed.
Equip partitions with dust -proof doors and security locks if required.
Damages: Promptly repair damages caused to adjacent facilities by demolition work
at no cost to Owner.
Utility Services: Maintain existing utilities indicated to remain, keep in service, and
protect against damage during demolition operations.
Do not interrupt existing utilities serving occupied or used facilities, except
when authorized in writing by authorities having jurisdiction. Provide temporary
services during interruptions to existing utilities, as acceptable to governing
authorities.
Inspection: Prior to commencement of selective demolition work, inspect areas in
which work will be performed. Photograph existing conditions to structure surfaces,
equipment or to surrounding properties which could be misconstrued as damage
resulting from selective demolition work; file with Owner's Representative prior
to starting work.
Cover and Protect furniture, equipment and fixtures to remain from soiling or
damage when demolition work is performed in rooms or areas from which such items
have not been removed.
Locate, identify, stub off and disconnect utility services that are not indicated to
remain.
Provide by-pass connections as necessary to maintain continuity of
service to occupied areas of building. Provide minimum of 72 hours advance
notice to owner if shutdown of service is necessary during change -over.
Demolition: Perform selective demolition work in systematic manner.
Demolish concrete and masonry in small sections. Cut concrete and
masonry at junctures with construction to remain using power -driven
masonry saw or hand tools; do not use power -driven impact tools.
If unanticipated mechanical, electrical or structural elements which conflict with intended
function or design are encountered, investigate and measure both nature and extent
of conflict. Submit report to Owner's Representative in written, accurate detail.
Pending receipt of directive from Owner's Representative rearrange selective
demolition schedule as necessary to continue overall job progress without delay.
Salvage Items: Where indicated on Drawings as " Salvage -Deliver to Owner', carefully
remove indicated items, clean, store and turn over to Owner and obtain receipt.
Disposal of Demolished Materials: Remove debris, rubbish and other materials
resulting from demolition operations from building site. Transport and legally
dispose of materials off site.
Clean up and Repair: upon completion of demolition work, remove tools, equipment
and demolished materials from site. Remove protections and leave interior areas
broom clean.
Repair demolition performed in excess of that required. Return structures and
surfaces to remain to condition existing prior to commencement of selective
demolition work. Repair adjacent construction or surfaces soiled or damaged by
selective demolition work.
END OF SECTION 02070
DIVISION 3 CONCRETE
(NOT INCLUDED)
DIVISION 4 MASONRY
(NOT INCLUDED)
DIVISION 5 METALS
SECTION 05400 - COLD FORMED METAL FRAMING
Types of cold -formed metal framing units for project include the following:
"C" shaped steel studs.
Shop Drawings and Data: Submit shop drawings for special cPmpo eats and
data.
installations not fully dimensioned or detailed in manufacturFrproduct
Include placing drawings for framing members showing size and gage
designations, number, type, location and spacing. Indicate supplemental
bracing, splices, accessories, and details as required for proper installation.
Component Design: Calculate structural properties of studs and joists in
accordance with AISI "Specification for the Design of Cold -Formed Steel
Structural Members"
Fire -Rated Assemblies: Where framing units are components of assemblies indicated
for a fire -resistance rating, including those required for compliance with governing
regulations, provide units which have been approved by governing authorities having
jurisdiction.
Manufacturers : one of the following:
Alabama Metal Industries Corp.
Bostwick Steel Framing Co.
Dale Industries, Inc.
Milcor Div. , Inryco Inc.
Marino Industries Corp.
U.S. Gypsum.
System Components: With each type of metal framing required, provide
Fr anufacturer's standard steel runners (tracks), blocking, lintels, clip angels, shoes,
reinforcements, fasteners, and accessories as recommended by manufacturer for
application indicated, as needed to provide a complete metal framing system.
Materials and Finishes:
For 18-gage and lighter units, fabricate metal framing components of commercial
quality steel sheet with a minimum yield point of 33,000 psi; ASTM A 446, A 570,
or A61 1.
Provide galvanized finish to metal framing components complying with ASTM
) 525 for minimum G 60 coating.
"C" - Shape Studs: Manufacturer's standard load -bearing steel studs of size, shape,
and gage indicated, with 1 .625" flange and flange return lip.
Electrodes for Welding: Comply with AWS Code.
Galvanizing Repair Paint: High zinc dust content paint for repair of galvanized
surfaces damaged by welding, complying with M.I Spec. MIL-P-21035.
Prefabrication: Structural framing components may be prefabricated into panels
prior to erection. Fabricate panels plumb, square, true to line and braced against
racking with joints welded. Perform lifting of prefabricated panels to prevent damage
or distortion.
Fabricate panels in jig templates to hold members in proper alignment and position
and to assure consistent component placement.
Fastenings: Attach similar components by welding. Attach dissimilar components by
welding, bolting, or screw fasteners, as standard with manufacturer.
Wire tying of framing components is not permitted.
Fabrication Tolerances: Fabricate panels to a maximum allowable tolerance variation
from plumb, level, and true to line of 1 /8" in 10'-0".
Installation: Install metal framing systems in accordance with manufacturer's
printed or written instructions and recommendations, unless otherwise indicated.
Install continuous tracks sized to match studs. Secure tracks as recommended
by stud manufacturer for type of construction involved.
Set studs plumb, except as needed for diagonal bracing or required for non -plumb
walls or warped surfaces and similar requirements.
Install supplementary framing, blocking and bracing in metal framing system wherever
walls or partitions are indicated to support fixtures, equipment, services, casework,
heavy trim and furnishings, and similar work.
Secure studs to top and bottom runner tracks by either welding or screw
fastening at both inside and outside flanges.
Install horizontal stiffeners in stud system, spaces (vertical distance) at not more
than 4'-6" o.c. Weld at each intersection.
END OF SECTION 05040
DIVISION 6 WOOD AND PLASTICS
SECTION 06100 - ROUGH CARPENTRY
General
Products:
Lumber, General: Manufacture lumber, S4S and grade stamped, to comply with
PS 20 and applicable grading rules of inspection agencies certified by ALSC'S Board
of Review.
Lumber for Miscellaneous Uses: Unless otherwise indicated, provide Standard grade
lumber for support of other work, including rooftop equipment and support bases,
cant strips, bucks, nailers, blocking, furring, grounds, stripping and similar members.
Plywood Backing for Electrical and Telephone Equipment: APA C-D PLUGGED INT
with exterior glue, fire -retardant treated, 1 /2 "thick except as otherwise noted.
Fasteners and Anchorages: of size, type, material and finish suited to application
shown. Provide metal hangers and framing anchors of size and type recommended
for intended use by manufacturer.
Installation:
Install rough carpentry work to comply with "Manual of House Framing" by National
Forest Products Assoc. (N.F.P.A.) and with recommendations of American Plywood
Association (APA), unless otherwise indicated. For sheathing, underlayment and other
products not covered in above standards, comply with recommendations of
manufacturer of product involved for use intended. Set carpentry work to required
levels and lines, with members plumb and true and cut to fit.
Securely attach: Carpentry work to substrates and supporting members using
fasteners of size that will not penetrate members where opposite side will be
exposed to view or receive finish materials. Install fasteners without splitting wood.
SECTION 06300 - FINISH CARPENTRY AND ARCHITECTURAL WOODWORK
Standards: Comply with applicable requirements of the following
"Architectural Woodwork Quality Standards" by AWI.
Shop drawings: Submit shop drawings for each item of architectural woodwork
Samples: Submit finished samples of each wood species and cut indicated for
transparent finish; of each material indicated for opaque finish; of each color,
pattern and finish of plastic laminate; and of each type of cabinet hardware.
Interior Wood:
Lumber and Trim: Unless shown otherwise on the drawings, western pine,
Douglas Fir or White Fir, graded "C Select" under WWPA rules.
Plywood: Sizes shown on the drawings, APA graded complying with
PSI/ANSI Al 99.1.
Panel Product: Medium density fiberboard.
Fire -Retardant Treated Wood (FRTW): Where wood is indicated for fire -retardant
treatment comply with AWPA C 20 (lumber) and AWPA C 27 (plywood) using
fire -retardant which will not bleed through or adversely affect type of finish indicated
and which does not require brush treatment after field cutting. Provide UL label on
concealed surface of each piece. Re -dry treated lumber. Inspect each piece of lumber
and plywood after treatment and drying; discard twisted, warped, bowed or otherwise
damaged or defective wood.
Plastic Laminate: High pressure decorative laminate complying with NEMA LID 3,
in color, pattern and finish indicated.
Fasteners and Anchorages: Provide nails, screws and other anchoring devices of
type, size material and finish suitable for intended use and required to provide
secure attachment, concealed where possible. Hot -dip galvanize fasteners for work
exposed to high humidities to comply with ASTM A 153.
Cabinet Hardware and Accessory Materials: Provide cabinet hardware and accessory
materials to comply with requirements indicated for design, material, finish,
manufacturer, etc.
Installation: Install finish carpentry and architectural woodwork plumb, level and
straight with no distortion. Shim as required using concealed shims. Scribe and cut
woodwork to fit adjoining work. Anchor woodwork to anchors or blocking or directly
to substrates, using concealed fasteners.
Standing and Running Trim: Install with minimum number of joints possible, using
full-length pieces from maximum length of lumber available. Cope at returns, miter
at corners to produce tight fitting joints. Use scarf joints for end -to -end joints.
Cabinets: Install without distortion so that doors and drawers fit openings and are
properly aligned.
Tops: Anchor securely to base units.
END OF SECTION 06400
DIVISION 7 THERMAL AND MOISTURE PROTECTION
SECTION 07200 - INSULATION
General:
Thermal resistivity or r-value represents the rate of heat flow though a homogenous
material exactly 1" thick and are expressed by the temperature difference in degrees
F between the two exposed faces required to cause 1 BTU to flow through 1 sq.ft.
per hr. at mean temperatures indicated.
Fire Performance Characteristics: Provide insulation with fire performance
characteristics indicated per ASTM E 119, ASTM E 84 and E 136, as applicable, and
which correspond to product listed in UL "Fire Resistance Directory' or "Building
Materials Directory'.
Maximum Allowable Asbestos Content: Less than 0.25% by weight of asbestos of
any type or mixture of types occurring naturally as impurities, as determined by
polarized light microscopy test per Appendix A of 40 CFR 763.
Submittals: Submit product data for each form and type of insulation indicated.
Products:
General: Provide insulation as shown on the drawings selected from manufacturer's
standard thicknesses, widths and lengths.
Combustion Characteristics: Passes ASTM E 136 test.
Surface Burning Characteristics: Maximum flame spread and smoke developed
values of 25 and 50, respectively.
Thermal Resistance: as shown on the drawings.
Mechanical Anchors: Type and size recommended by insulation manufacturer.
Installation:
General: Comply with insulation manufacturer's instructions for installation of
ins—ua ion.
Support: insulation units by adhesive or mechanical anchorage or both as
applicable to location and conditions indicated.
END OF SECTION 07200
DIVISION 8 DOORS AND WINDOWS
SECTION 08110 - STEEL DOORS AND FRAMES
Standards: In addition to other specified requirements, comply with St
eel Door
nstitute ecommended Specifications for Standard Steel Doors and Frames"
(SDI-100), for the following classifications.
Interior Doors: (if required) SDI-100, Grade III, heavy-duty, Model 1, minimum
18-gage faces.
Submittals: With manufacturer's standard details and specifications for steel doors
and frames, submit shop drawings showing application to project, as required.
Manufacturer: One of the following:
Allied Steel Products, Inc.
Amweld/Div. American Welding & Mfg. Co.
Ceco Corp.
Curries Mfg. , Inc.
Dittco Prod. Div.
Fenestra Corp.
Mesker Industries, Inc.
Pioneer Bidrs. Products Corp./Div. CORE Industries, Inc.
Steelcraft/Div. American Standard Co.
Trussbilt, Inc.
Republic Builders Products Corp./Subs. Republic Steel.
Fire -Rated Assemblies: (if required) Provide units that display appropriate UL or FM
labels for fire -rating indicated.
Materials: Steel doors and frames; hot -rolled, pickled and oiled per ASTM A 5 59 and
A 568; cold -rolled per ASTM A 366 and A 568.
Anchors and Accessories: Manufacturer's standard units. Use galvanized items for
units built into exterior walls, complying with ASTM A 153.
Fabrication: Fabricate units to be rigid, neat in appearance, and free from defects,
warp or buckle. Weld exposed joints continuously, grind, dress, and make smooth,
flush and invisible.
Prepare steel doors and frames to receive mortised and concealed finish hardware,
including cutouts, reinforcing, drilling and tapping, complying with ANSI A 1 1 5
"Specifications for Door and Frame Preparation for Hardware".
Reinforce units to receive surface -applied finish hardware to be field applied.
Locate finish hardware as indicated or, if not indicated, per DHI
"Recommended Locations for Builder's Hardware".
Shop paint exposed surfaces of doors and frame units, including galvanized surfaces,
using manufacturer's standard baked -on rust inhibit primer.
Doors: Comply with SDI-100, of the types and styles indicated, for materials quality,
metal gages, and construction details.
Frames: Comply with SDI-100, of the types and styles indicated, for materials quality,
metal gages, and construction details.
Provide standard hollow metal frames for doors, transoms, sidelights,
borrowed lights, and other openings as indicated.
Prepare frames to receive 2 silencers on strike jambs of single -swing
frames and on heads of double -swing frames.
Provide 26-gage steel plaster guards or mortar boxes, welded to frame, at
back of hardware cutouts where installed in concrete, masonry or plaster
openings.
Installation: Install hollow -metal units in accordance with manufacturer's instructions
and final shop drawings (if any). Fit doors to frames and floors with clearances
specified in SDI-100.
Install fire -rated units in accordance with NFPA Std. No, 80
Finish hardware is specified in another Division-8 section.
END OF SECTION 08110
SECTION 08210 - WOOD DOORS
Standards: Comply with requirements of ANSI/NWMA I.S. 1 and Section 1300 of AWI
rc ttectural Woodwork Quality Standards" except as otherwise indicated.
Submittals: In addition to product data, submit the following:
Samples for each type of door construction, face material and finish required.
Product warranty on door manufacturer's standard form, signed by
Manu acturer, Installer and Contractor, agreeing to repair or replace defective
doors as defined by referenced standards.
Manufacturers: Subject to compliance with requirements, provide wood doors by one
of the following:
Algoma Hardwoods Inc.
Buell Door Company.
Cal -Wood Door Div.; Timberland Ind., Inc.
Eggers.
Glen -Man Door Mfg. Co.
Graham Mfg. Co.
Ipik Door Co., Inc.
Weyerhauser Company.
Approved Equal.
General Wood Door Product Requirements:
Exposed Surfaces: Same exposed surface material on both faces of each door,
except as otherwise indicated.
Transom and side Panels: Match quality, construction and appearance of associated
Wood doors.
Louvers: Manufacturer's standard louvers of type, material and size indicated.
Fire -Rated Doors: Labeled and listed with rating required by a testing and inspection
agency acceptable to authority having jurisdiction.
Interior Flush Doors:
Core: Solid core or hollow core, as shown on the drawings. Hollow core doors
sFaTbe IHC where required by finish hardware.
Faces for Transparent Finish: As shown on the drawings.
NOTE:
ONLY THOSE SPEC SECTIONS PERTAINING
TO WORK SHOWN ON THE DWGS APPLY.
DIVISION I APPLIES TO ALL PROJECTS.
Li
PRc-! 1 T E CT E
BUILDING
IDEAS
TRANSFORMING IDEAS
INTO REALITY
PH 1.772.408.6963
22062 CONCHA AVE.
FAX : Ancient tech email it.
BOCA RATON, FL.
No one faxes anymore
33428
EMAIL: rlewis@biarch.com
AA26001089
ROBERT S. LEWIS PEG # : AR91402
CONSULTANTS:
OFFICE INFORMATION
DRAWNBY : RSL
CHECKED BY RSL
ISSUE DATE 4/13/2020
FILE NAME C:\PROJ\0300\A1
REVISIONS :
REV # DATE DESCRIPTION
PROJECT TITLE:
MINUTEMAN PRESS
TENANT IMPROVEMENT
130 SE ENTRADA AVE., PORT SAINT LUCIE, FL
ID:3419-525-0001-200-6 ACCOUNT:42396
USE: 2300 ZONING: COMM OFFIC
COMMISSION # : 2008
SHEET TITLE:
GENERAL NOTES
GN-2
Faces for Opaque Finish: Any closed -grain hardwood of mill option.
Grade: Custom.
Fire -Rated Solid Core Doors:
Faces and AWI Grade: Match faces and grade of non -rated doors in same
area of building.
Core Construction: Manufacturer's standard core construction required to provide
fire -resistance rating indicated.
Edge Construction: Manufacturer's standard laminated edge construction for
improved screw -holding ability.
Factory Finishing: (if used)
Shop -prime doors for opaque finish with one coat of wood primer.
Pre -finish wood doors for transparent finish with manufacturer's standard finishing
system as selected by Architect from manufacturer's standards for stain color
(if any) and gloss.
Pre -finish wood doors for opaque finish with manufacturer's standard paint system in
color indicated, or if not indicated, as selected by Architect.
Pre -fitting and Preparation for Hardware:
Pre -fit and pre -machine wood doors at factory. Coordinate with finish hardware and door
frame requirements.
Job -Fit Doors: Fit doors to frames with uniform clearances and bevels to dimensions
in icate in referenced standards. Machine doors for hardware indicated. Seal cut
surfaces after fitting and machining.
Install doors to comply with manufacturer's instructions.
END OF SECTION 08210
SECTION 08420 - ALUMINUM STOREFRONT WORK:
Submittals: In addition to manufacturer's standard product data submit the following:
Shop drawings for fabrication and installation.
Samples of each required aluminum finish.
Manufacturers: One of the following
Alumiline / Aldora.
Amarlite / Arco Metals Co.
Arcadia, Northrop Architectural Systems.
Cronstroms Mfg., Inc.
Howmet Aluminum Corp.
Kawneer Company, Inc.
PPG Industries, Inc.
Tubelite Div. , Indal Inc.
United States Aluminum Corp., International Alum. Corp.
Modifications of Details: Maintain design concept as indicated (member sizes, basic
profiles, and component alignment).
Drawings are based on one manufacturer's systems; similar systems by other
manufacturers are acceptable, if determined by Architect to conform to design
requirements.
Finish: As indicated on the drawings, conforming to one of the following.
Class I Natural Anodized Finish: AA M1 2C22A41
Class II Natural Anodized Finish: AA MI 2C22A31
Class II Color Anodized Finish: AA MI 2C22A42 / A4, in color matching Architect's
sample, or if none, as selected by Architect from within standard industry colors and
color density range.
Installation: Comply with manufacturer's instructions and recommendations. Set units
pl`um_b_a_n_cneveI, accurately aligned and securely anchored.
END OF SECTION 08420
SECTION 08710 - FINISH HARDWARE
General Hardware Requirements
Number Designation: Numbers shown on the drawings indicating hardware items are
ANSI standard nu m er designations.
Acceptable Manufacturers / Products: Acceptable manufacturers for various types of
products are listed on the drawings. Products of equivalent quality, design and function
by other listed manufacturers may be used, subject to approval of Architect.
Submit final hardware schedule organized by "hardware sets", to indicate specifically the
product to be furnished-fo-Fre--ach item required on each door.
Furnish templates to each fabricator of doors and frames, as required for
preparation to receive hardware.
Finish and base material designations are indicated in accordance with ANSI Al 56.18 or
the nearest traditional U.S. commercial finish.
Hardware Mounting Heights: Door and Hardware Institute "Recommended Locations for
Builders Hardware for Custom Steel Doors and Frames", except as otherwise indicated.
Install each hardware item to comply with manufacturer's instructions and
recommendations.
END OF SECTION 08710
SECTION 08800 - GLASS AND GLAZING
General:
Glazing Standard: Comply with FGMA "Glazing Manual" and "Sealant Manual".
Safety Glazing Standard: Comply with ANSI Z97.1 and testing requirements of 16 CFR
Part 1201 or category II materials.
Fire Resistance Rated Wire Glass: Provide UL-labeled and listed products, identical with
those tested per ASTM E 1 UL 9).
n_-A. . — - .
Glass Manufacturers: Subject to compliance with requirements, provide products by one
of the following:
AFG Industries, Inc.
LOF Glass, Inc.
PPG Industries Inc.
Saint Gobain / Euroglass.
Sizes: Fabricate glass of thicknesses indicated and to sizes required for glazing
openings indicated, with edge clearances and tolerances complying with recommendations
of glass manufacturer.
Glass Products : Comply with ASTM C 1036. Provide types of glass shown on the
drawings.
Glazing Sealant: Comply with sealant and glass manufacturers for selection of glass
sealants which suit project application and installation conditions and which are
compatible with surfaces contacted. Provide color of exposed sealants indicated or as
selected by Architect.
Cleaners, Primers and Sealers: Type recommended by manufacturer of sealants / gaskets
Glass Installation (Glazing):
General: Comply with referenced FGMA standards and instructions of manufacturers of
glass, glazing sealants, and gaskets, to achieve airtight and watertight performance and
to minimize breakage.
Protect glass from edge damage during handling and installation. Inspect glass during
installation and discard pieces with edge damage that could affect glass performance.
Protect glass from contact with contaminating substances resulting from construction
operations ; remove any such substances by method approved by glass manufacturer.
Wash glass on both faces not more than 4 days prior to date scheduled for
inspections intended to establish date of substantial completion. Wash glass by method
recommended by glass manufacturer.
END OF SECTION 08800
DIVISION 9 FINISHES
SECTION 09250 - GYPSUM DRYWALL
Gypsum Board Standard: ASTM C 840
Metal Support Standard: ASTM C 754
Fire - Resistance Ratings: provide gypsum drywall work with ratings indicated and
conforming to assemblies tested and listed by recognized authorities.
Manufacturers: Subject to compliance with requirements, provide products by one of
the fo�gr
American Gypsum Co.
Flintkote Products, Genstar Building Materials Co.
Georgia - Pacific Co.
Gold Bond Building Products Div., National Gypsum Co.
United States Gypsum Co.
Drywall Materials:
Exposed Gypsum Board: ASTM C 36.
Provide Type X where indicated and where required in fire -resistance rated
assemblies.
Long Edges: Standard taper.
Thickness: 5/8", unless otherwise indicated.
Thickness: 5/8", Type "X" unless otherwise indicated.
Trim Accessories: Provide mfr's. standard metal trim accessories, of the beaded type
with face flanges for concealment in joint compound except where semi -finishing or
exposed type is indicated. Provide corner beads, L-type edge trim beads, U-type trim
beads, special L-kerf-type edge trim beads, and one piece control beads.
Laminating Adhesives: Product recommended by gypsum board mfr.
Gypsum Board Fasteners: Type recommended by gypsum board mfr., except as otherwise
indicated.
Joint Tape: ASTM C 475, paper reinforcing tape.
Joint Compound: ASTM C 475, of the type indicated.
Provide ready -mixed vinyl -tape for interior work.
Drywall Installation and Finishing:
Install gypsum boards in lengths and directions which will minimize number of end
joints, and avoid end joints in central area of ceilings. Install walls and partitions with
exposed gypsum boards vertical, with joints offset on opposite sides of partitions.
Otherwise, install boards staggered over support, except where recommended in a
different arrangement by mfr.
Form "Floating" construction for gypsum boards at internal corners, except where
special isolation or edge trim is indicated.
Isolate drywall work from abutting structural work; provide edge trim and acoustical
sealant as recommended by mfr.
Screw gypsum board to metal supports.
Laminate face layer to backing board layer where double -layer work is indicated or
required to make up indicated thickness.
Do not bridge building expansion joints. Leave space of the width indicated between
boards, and trim both edges for installation or sealant or gasket.
Drywall Finishing: Except as otherwise indicated, apply joint tape and joint compound at
joints (both directions) between gypsum boards. Apply compound at accessory flanges,
penetrations, fastener heads and surface defects.
Install compound in 3 coats (plus pre -fill of cracks where recommended by mfr.);
sand after last 2 coats.
END OF SECTION 09250
SECTION 09300 - TILE
Standards: Mortar and grout materials and installation standards of American National
Standard Institute (ANSI) and Standard Specification for Ceramic Tile ANSI Al 37.1 apply
to the work, except as otherwise indicated.
Submittals: With manufacturer's product data and installation instructions for tile work,
submit 3 samples of each type, color, and texture of tile mounted on 12" square
backing with joints grounted.
Colors, Textures and Patterns: As selected by Architect from manufacturer's standards,
or as shown on the drawings.
Sizes and Thicknesses: As indicated or, if not indicated, as selected by Architect from
manufacturer's standard sizes and thicknesses.
Tile Grade: "Standard Grade" unless otherwise indicated.
Trim Shapes: Same material, size, color, and texture as field tile.
Marble Thresholds: Group "A"; ASTM C 503, for exterior use with minimum hardness of
10.0 per ASTM C 241 ; white with, honed finish, unless otherwise Indicated.
Portland Cement Mortar: ANSI Al08.1, materials and installation.
Dry -Set Mortar: ANSI Al 18.1
Latex -Portland Cement Mortar: ANSI Al 18.4
Prepackage dry mortar mix with re -emulsifiable powder as additive, for mixing
with water only.
Installation: Comply with ANSI Al 08.1 and 108.4 through Al08.10, as applicable for type
of tile, setting materials, grout and methods of installation indicated. Comply with
manufacturer's instructions for application of proprietary materials.
Joint Pattern: Use grid pattern with 1 /16" wide joints, unless otherwise indicated
Edge Strips: Provide at exposed edge of tile meeting carpet, wood, or resilient flooring,
unless otherwise indicated.
Cleaning and Protection: Clean tile in accordance with applicable ANSI standard for type
of tile and method of installation used and manufacturer's instructions. Apply heavy draft
paper or other heavy protective covering to prevent surface damage.
END OF SECTION 09300
SECTION 09510 - ACOUSTICAL CEILINGS
General:
Acoustical Panel and Tile Standard: FS SS-S-1 18
Acoustical Suspension System Standards: ASTM C 635 for materials, ASTM C 636 for
installation.
Surface Burning Characteristics: 25 or less for flame spread, 50 or less for smoke
developed, per ASTM E 84.
Fire -Resistance Ratings: As indicated per ASTM E 119 and as indicated by reference
to design designation in UL "Fire Resistance Directory".
Products:
Mineral Composition Panels - Sizes and types shown on the drawings.
Metal Direct -Hung Suspension Systems: Direct -hung systems, roll -formed from pre -finished
cold -rolled steel sheet, with hanger wire, attachment devices and edge moldings and trim.
Sizes and types shown on the drawings.
Installation:
Layout: Balance ceiling borders on opposite sides, using more -than -half -width
acoustical units.
Tolerance: 1 /8" in 12'-0" level tolerance.
Pattern Directions: AS shown on the drawings.
Suspension System: Secure to building structure, with hangers spaced 4'-0" along
supported members.
Edge Moldings: Secure to substrate with screw anchors spaced 16" o.c. Miter corner joints.
Cope exposed edges of intersecting exposed suspension members to produce
flush intersections.
Install acoustical tile with suspension flange at each joint.
END OF SECTION 09510
SECTION 09650 - RESILIENT FLOORING
Submittals: With manufacturer's product data and installation instructions, submit the
following:
Samples of each type, color and pattern of resilient flooring
and accessories.
Maintenance instructions.
Colors and Patterns: As scheduled or shown, or as selected by Owner from
manufacturer's standard colors and patterns.
Vinyl Composition Tile: FS SS-T-31 2, Type IV, composition as indicated below;
12"x 1 /8" gage unless otherwise indicated. Provide static resistant tile where shown
on the drawings.
Vinyl Wall Base: FS SS-W-40, Type II, 0.080" gage; with matching stops and
pre -formed corner units; standard top -set cove; unless otherwise indicated.
Resilient Edge Strips: Not less than 1"width; 1 /8" gage; tapered pullnose edge, color
to match flooring or as selected by Architect.
Installation: Comply with flooring manufacturer's recommendations for type(s) of
materials, project conditions, and intended use.
Clean floors and apply leveling compound and substrate primer if required, in
accordance with flooring manufacturer's instructions.
Lay tile flooring from center marks established with principal walls; adjust as required to
avoid use of cut units less than 1 /2 tile wide at perimeters. Match tiles for color and
pattern by using in manufactured and packaged sequence.
Install resilient edge strips at edges of resilient flooring which would otherwise be exposed
Clean floors and accessories after installation and apply protective polish in accordance
with flooring manufacturer's instructions. Omit polish on "no -wax" flooring and tile
indicated for "no -wax" maintenance.
END OF SECTION 09650
SECTION 09680 - CARPETING
General:
Carpet flammability: Pass pill test, ASTM D 2859 (DOC FF-1-70).
Radiant Panel Test: Rating of 0.22 for corridors, circulation spaces, and rooms
larger than 4000 sq. ft.; ASTM E 648.
Radiant Panel Test: Rating of 0.45 for corridors, circulation spaces, and rooms
larger than 400 sq. ft.; ASTM E 648.
Tunnel Test: Maximum flame spread of 75, ASTM E 84.
Smoke Density Test: Density of 450 or less, NFPA No. 258.
HUD Certification: Comply with HUD "Use of Materials Bulletin" UM-44c, and carry
current listing in HUD "Certified Products Directory".
Static Electricity: 3.5 KV max. at 707 and 20% relative humidity AATTCC 134.
Samples: Submit 18" x 27" samples of each required type, color, pattern and texture of
carpet.
Carpet Manufacturer (Mill): Subject to compliance with requirements, provide carpet
by one of the following:
Armstrong World Industries, Inc.
Bigelow -Sanford, Inc.
Collins and Aikman.
Couristan Inc.
Gulistan Carpet / J.P. stevens Co.
J. &J. Industries.
Karastan Rug Mills.
Lees Carpets / Div. Burlington Industries.
Millikin and Co.
Mohawk Carpet.
Stratton Industries.
Carpet Materials and Construction: As indicated on the drawings.
Style, Color, Pattern, Texture: As indicated on the drawings.
Miscellaneous Materials and Carpet Accessories: Provide only the items required for
the type installation indicated on the drawings.
Carpet Cushion: Rippled -surface sponge rubber with top fabric/sheet, FS ZZ-C-0081 1 ;
passing pill test, ASTM D 2859; 68 oz. per sq. yd., 0.44" thick, or approved equal.
Tackless Stripping: Water-resistant plywood of thickness matching cushion; narrow with 2
rows of pins, except wide with 3 rows where width of carpet exceeds 20'.
Nonmetallic Edge Guard: Black vinyl or rubber or size and profile indicated.
Installation Adhesive: Water-resistant carpet adhesive of type recommended by carpet -mill.
Seaming Cement: Hot -melt type recommended by mill.
Miscellaneous Materials: Adhesives, tapes, thread, nails, staples and similar products of
type recommended by mill and installer.
installation of Carpeting:
Clean surfaces to be carpeted; scrape up cementitious and resinous deposits; vacuum; apply
sealer on concrete surfaces, adequate to prevent dusting.
Pre -plan installation for uniform direction of pattern and lay of pile, and proper sequencing
with other work. Locate seams properly, centered under doors and without seams in
directions of traffic at doorways and similar traffic patterns. Do not bridge building
expansion joints. Extend carpet under removable obstructions and into closets and alcoves.
Provide stretch -in -tackles s installation, using glued and/or nailed tackless stripping with
edges of carpet concealed at wall bases. Tape and/or sew seams, after buttering trimmed
edges with seaming cement.
Cement cushion to substrate, with taped seams running at 90° angle with carpet
seams.
Stretch carpet both directions in accordance with mill's instructions; use power
stretchers except where space is too small.
Provide glued -down installation by trimming and fitting carpet widths into each space prior
to application of adhesive. Apply adhesive, butter cut edges with seaming cement, butt edges
tightly together, and roll lightly.
Install edge guards at exposed edges, including building expansion joints (back-to-back
edge guards). Bind edges with cloth tape and thread where not concealable.
On stairs and similar substrates, anchor carpet with concealed nailing or other secure
method, without seams at high -wear locations.
Clean adhesive and cement from fact of carpet promptly; replace carpet which cannot be
cleaned.
Save carpet scraps, defined as mill ends less than 9' long and pieces larger than 3 sq. ft. in
area and wider than 8", and deliver to Owner's storage space as directed. Dispose of smaller
pieces.
NOTE:
ONLY THOSE SPEC SECTIONS PERTAINING
TO WORK SHOWN ON THE DWGS APPLY.
DIVISION I APPLIES TO ALL PROJECTS.
t r
WIE COUNTY
P`{v1 . . . _w , WNe
BUILDING IDEAS
TRANSFORMING IDEAS INTO REALITY
PH 1,772,408.6963
22062 CONCHA AVE.
FAX : Ancient tech email it.
BOCA RATON, FL.
No one faxes anymore
33428
EMAIL: rlewis@biarch.com
AA26001089
a
C'
ROBERT S. LEWIS REG # : AR91402
CONSULTANTS:
OFFICE INFORMATION
DRAWNBY : RSL
CHECKED BY RSL
ISSUE DATE 4/13/2020
FILE NAME : C:\PROJ\0300\H1
REVISIONS:
REV# DATE DESCRIPTION
PROJECT TITLE:
MINUTEMAN PRESS
TENANT IMPROVEMENT
130 SE ENTRADA AVE., PORT SAINT LUCIE, FL
ID:3419-525-0001-200-6 ACCOUNT:42396
USE: 2300 ZONING: COMM OFFIC
COMMISSION # : 2008
SHEET TITLE:
GENERAL NOTES
GN-3
Vacuum completed carpet installation with beater -in -nozzle type commercial vacuum
cleaner. Remove any protruding face yarn with sharp scissors.
Restretching: (For Pad Installation Only)
Return to installation at time convenient to Owner and occupants, approximately 6
months after occupancy, and restretch carpet to eliminate wrinkles. Repair faulty seams
and other faults in installation.
END OF SECTION 09680
SECTION 09900 - PAINTING
Submittals: In addition to manufacturer's data, application instructions, and label analysis
for each coating material, submit samples for Owner's review of color and texture only.
Resubmit samples if requested until required sheen, color and texture is achieved.
Description of Work: Painting and finishing of interior and exterior items and surfaces,
unless otherwise indicated.
Paint exposed surfaces, except as otherwise indicated, whether or not colors
are designated. If not designated, colors will be selected by Owner from
standard colors available for the coatings required.
Work Not Included: Unless otherwise indicated, shop priming of ferrous metal items and
fabricated components are included under their respective trades. Pre -finished items,
such as metal toilet partitions, acoustic material and the like, are not included.
Unless otherwise indicated, painting not required on surfaces of concealed areas,
equipment and other such items within concealed spaces. Finished metals such as
anodized aluminum, stainless steel, bronze, and similar metals will not be painted.
Do not paint any moving parts of operating units, or over any equipment identification,
performance rating, name or nomenclature plates or code -required labels.
Delivery and Storage: Deliver materials to job site in new, original, and unopened
containers bearing manufacturer's name, trade name, and label analysis. Store where
indicated in accordance with manufacturer's instructions.
Job Conditions: Do not apply paint in snow, rain, fog or mist or when relative humidity
exceeds 85%. Do not apply paint to damp or wet surfaces.
Protection: Protect work of other trades. Correct any painting related damages by
cleaning, repairing or replacing, and refinishing, as directed by Architect.
Coordination: Provide finish coats which are compatible with prime paints used. Provide
barrier coats over incompatible primers where required. Notify Architect in writing of
anticipated problems using specified coatings with substrates primed by others.
Surface Preparation: Perform preparation and cleaning procedures in strict accordance
with coating manufacturer's instructions for each substrate condition.
Remove hardware and accessories, machined surfaces, plates, lighting fixtures
and similar items in place and not to be finish -painted or provide
surface -applied protection. Reinstall removed items and remove protective
coverings at completion of work.
Prepare cementitious surfaces: of concrete, concrete block and similar materials
to be painted by removing efflorescence, chalk, dust, dirt, grease and oils,
and by roughing to remove glaze. Determine alkalinity and moisture content of
surfaces to be painted before beginning painting. Do not paint over surfaces
where alkalinity or moisture content exceeds manufacturer's recommendations.
Seal wood: Required to be job -painted. Prime edges, ends, face undersides
and packsides of counters, cases, cabinets, counters, etc. Use spar varnish
for back priming where transparent finish is required.
Seal tops, bottoms, and cutouts of wood doors with heavy coat of varnish
or similar sealer immediately upon delivery to job.
Clean ferrous surfaces which are not galvanized or shop -coated. Remove oil,
grease, dirt, loose mill scale and other foreign substances by solvent or
mechanical cleaning. Touch-up shop -applied prime coats wherever damaged.
Clean galvanized surfaces free of oil and surface contaminants with
non -petroleum based solvent.
Material Preparation: Mix, prepare, and store painting and finishing materials in accordance
with manufacturer's directions.
Application:Apply painting and finishing materials in accordance with manufacturer's
directions. Use applicators, and techniques best suited for materials and surfaces
to which applied.
Apply additional coats when undercoats, stains or other conditions show through
final paint coat, un I paint film is of uniform finish, color and appearance.
Paint surfaces behind movable equipment and furniture same as similar
exposed surfaces. Paint surfaces behin permanently fixed equipment or
furniture with prime coat only before equipment is installed.
Paint interior surfaces of ducts, where visible through registers or grilles,
flat, non-specular black.
Paint back sides of access panels, and removable or hinged covers to match
exposed surfaces.
Finish exterior doors on tops, bottoms and edges same as exterior faces,
unless otherwise indicated.
Sand lightly between exceeding enamel or varnish coats.
Omit first coat (primer) on metal surfaces which have been shop -primed
and touch-up painted, unless otherwise specified.
Apply prime coat to material which is required to be painted or finished,
and which has not been prime coated by others.
Apply each material at not less than manufacturer's recommended spreading
rate, to provide a total dry film to thickness of not less than 4.0 mills for
entire coating system of prime and finish coats for 3-coat work.
Provide a total dry film thickness of not less than 2.5 mills for entire
coating system of prime and finish for coat 2-coat work
Completed Work: Match approved samples for color, texture and coverage. Remove,
refinish or repaint work not in compliance with specified requirements.
END OF SECTION 09900
SECTION 09950 - WALL COVERINGS
Fire Hazard Classification:
Flame spread not more than 25.
Fuel contributed not more than 15.
Smoke developed not more than 25.
Samples: 3 full width samples, 3 sets of sample moldings.
Replacement Materials: 6 linear yards.
Certification: Submit manufacturer's certification that materials supplied for project
comply with requirements specified.
Job Conditions: Maintain constant minimum temperature of 60 F 06 C) at areas
of installation for at least 72 hours before and 48 hours after installation. Remove
wrappings from wall coverings and allow to acclimatize to areas of installation for at
least 24 hours before installation.
Wall coverings: Types as indicated on the drawings.
Accessory Items:
Adhesive/Primer/Sealer: as recommended by manufacturer of wall covering
or use with particular substrate shown; mildew -resistant and non -staining to
wall covering.
Release Coat: Oil base sealer or enamel undercoater for drywall.
Remove wall plates and surface -mounted fixtures in areas where wall covering to be
installed.
Prime and seal substrates in accordance with wall covering manufacturer's instructions;
apply release coat to gypsum drywall.
Test substrates for moisture; verify not more than 4%.
Place wall covering panel consecutively in order cut from rolls; hang by reversing
alternate strips except on match patterns.
Apply adhesive in accordance with manufacturer's recommendations; install seams plumb
and not less than 6" from corners; horizontal seams not permitted.
Trim selvages as required to assure color uniformity and pattern match; overlap
seams and double -cut for tight closure, unless otherwise recommended by manufacturer.
Install wall covering with intimate substrate bond, smooth, clean, and without wrinkles,
gaps, and overlaps.
Remove excess adhesive promptly, using clean sponge and warm water; replace
panels which cannot be completely cleaned.
Replace wall plates and fixtures removed to permit wall covering installation; verify cut
edges of wall covering completely concealed.
END OF SECTION 09950
DIVISION 10 SPECIALTIES
SECTION 10160 - TOILET PARTITIONS
Submittals: Manufacturer's data and installation instructions.
Manufacturer: Provide metal toilet partitions as manufactured by on of the following:
Accurate Partitions Div., United States Gypsum Co.
All American Metal Corp.
American Sanitary Partition Corp.
Ampco Products Inc.
Flush -Metal Partition Corp.
General Partitions Mfg. Corp.
Global Steel Products Corp.
Knickerbocker Partition Corp.
Metpar Steel Products Corp.
Sanymetal Products Co.
Types and Finishes: As shown on the drawings.
Hardware and Accessories: Furnish for each door, as follows:
Hinges: Either surface -mounted or cutout inset type, adjustable to hold
door open at any angle up to 90.
Latch and Keeper: Recessed latch unit, with combination rubber -faced
door strike and keeper.
Coat Hook and Bumper: Manufacturer's standard unit, rubber -tipped.
Door Pulls: Manufacturer's standard.
Accessories:: All units chromium -plated finish, unless otherwise indicated. Apply the
following accessories to panels and doors, one each compartment unless otherwise
indicated.
Single roll toilet paper holder.
Grab bars at handicapped compartments, 1-1 /2" o.d., knurled finish
stainless steel.
Installation: Install partitions rigid, straight, plumb and level in accordance with
manufacturer's printed instructions. Set units with not more than 1 /2', between pilasters
and panels, and not more than 1" clearances between panels and walls.
Hardware Adjustments Adjust and lubricate hardware for proper operation after installation.
Set hinges on in -swinging doors to hold doors open approximately 30' from
the closed position when unlatched.
Set hinges on out -swing doors to return to fully closed position.
Wall -Mounted Screens: Attach with heavy-duty, concealed anchoring devices, including
wall channels, wall plates and studs as recommended by manufacturer.
Cleaning and Final Adjustments: Perform final adjustments to leveling devices, door
har ware, and other operating parts. Clean exposed surfaces and touch up minor finish
imperfections using materials and methods recommended by partition manufacturer.
least 24 hours before installation.
Replace damaged units which cannot be satisfactorily field repaired, as directed
by Architect.
END OF SECTION 10160
SECTION 10800 - TOILET AND BATH ACCESSORIES
Submittals: Manufacturer's data and installation instructions.
Manufacturer: Provide toilet and bath accessories as manufactured by BOBRICK.
General: Provide toilet and bath accessories as indicated on the drawings. Install units
at locations and heights as indicated, plumb and level, firmly anchored, in accordance
with manufacturer's instructions.
END OF SECTION 10800
SECTION 10830 - MIRROR UNITS
Submittals: Manufacturer's product data and installation instructions.
Manufacturer: Subject to compliance with requirements, provide mirror units as
manufactured by one of the following:
American Specialties, Inc.
Bobrick Washroom Equipment, Inc.
Bradley Corp.
Hallmack-NuTone/Div. Scovill
Mirror Glass: 1 /4" thick, Type I, Class 1, Quality q2, conforming to FS DD-G-451 , with
silvering, copper coating, and protective organic coating complying with FS DD-M-411.
Stainless Steel Framing: AISI Type 302/304, with polished No. 4 finish.
Fabrication:
Edge Protection: Fabricate frames for glass mirrors to accommodate wood, felt, plastic,
or other glass edge protection material.
Backing: Provide mirror backing and support system which will permit rigid, tamperproof
glass installation and prevent accumulation of moisture.
Hangers: Provide system of mounting mirror units which will permit rigid, tamperproof
and theftproof installation.
Stainless Steel Framed Mirrors:
Standard Type: Fabricate frame with channel shapes of not less than 20 gage (.040"),
with square corners mitered to hairline joints and mechanically interlocked.
Provide in Type 430 brite polished finish.
Installation: Secure mirrors to walls in concealed tamperproof manner with special
hangers, toggle bolts, or screws. Set units plumb, level, and square at locations indicated,
in accordance with manufacturer's instructions for type of substrate involved.
Clean: exposed surfaces of mirror units in compliance with manufacturer's
recommendations.
END OF SECTION 10830
DIVISION 11 EQUIPMENT
(NOT INCLUDED)
DIVISION 12 FURNISHINGS
(NOT INCLUDED)
DIVISION 13 SPECIAL CONSTRUCTION
(NOT INCLUDED)
DIVISION 14 CONVEYING SYSTEMS
(NOT INCLUDED)
DIVISION 15 MECHANICAL
(INCLUDED ON MECHANICAL DWGS.)
DIVISION 16 ELECTRICAL
(INCLUDED ON ELECTRICAL DWGS.)
NOTE:
ONLY THOSE SPEC SECTIONS PERTAINING
TO WORK SHOWN ON THE DWGS APPLY.
DIVISION I APPLIES TO ALL PROJECTS.
,rqmEWEDFOR,
. 9_ NECOUNTY
130C
BUILDING IDEAS
TRANSFORMING IDEAS INTO REALITY
PH L772.408.6963 22062 CONCHA AVE.
FAX : Ancient tech email it. BOCA RATON, FL.
No one faxes anymore 33428
EMAIL: rlewis@biarch.com
AA26001089
ROBERT S. LEWIS REG # : AR91402
CONSULTANTS:
OFFICE INFORMATION
DRAWN BY : RSL
CHECKED BY : RSL
ISSUE DATE 4/13/2020
FILE NAME C:\PROJ\0300\A1
REVISIONS:
REV# DAJI- DESCRIPTION
,L
PROJECT TITLE:
MINUTEMAN PRESS
TENANT IMPROVEMENT
130 SE ENTRADA AVE., PORT SAINT LUCIE, FL
ID:3419-525-0001-200-6 ACCOUNT:42396
USE: 2300 ZONING: COMM OFFIC
COMMISSION # : 2008
SHEET TITLE:
GENERAL NOTES
M W
NOTE: THIS SHEET IS INITIALLY SUBMITTED BLANK TO RECEIVE FUTURE
COMMENTS, RESPONSES, AND FIELD REVISIONS
rl-�AEWED FOH
CO I COMPLIANCE
JCIE COUNTY
nc
AKv. . . . , CJ/.7e
BUILDING IDEAS
TRANSFORMING IDEAS INTO REALITY
PH 1.772,408,6963
22062 CONCHA AVE.
FAX : Ancient tech email it.
BOCA RATON, FL.
No one faxes anymore
33428
EMAIL: rlewis@biarch.com
AA26001089
w
ROBERT S. LEWIS REG # : AR91402
CONSULTANTS:
OFFICE INFORMATION
DRAWNBY : RSL
CHECKED BY : RSL
ISSUE DATE 4/13/2020
FILE NAME C:\PROJ\0300\A1
REVISIONS:
REV # DATE DESCRIPTION
PROJECT TITLE:
MINUTEMAN PRESS
TENANT IMPR'.OVEMENT
130 SE ENTRADA AVE., PORT SAINT LUCIE, FL
ID:3419-525-0001-200-6 ACCOUNT:42396
USE: 2300 ZONING: COMM OFFIC
COMMISSION # : 2008
SHEET TITLE:
COMMENTS & REVISIONS
C1