HomeMy WebLinkAboutBuilding PlansST, LUCIE COUNTY TRAFFIC
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3158 WILL FEE ROAD
FORT PIERCE, FL. 34982
ST. LUCIE COUNTY BOARD OF COMMISSIONERS
A:4
Chris Dzadovsky
District No.1 Chair
Sean Mitchell
District No.2 Vice -Chair
Linda Bartz
District No.3
Frannie Hutchinson
District No.4
Cathy Townsend
District No.5
CONSTRUCTION DOCUMENTS
PERMITTING SET: 09/27/2021
DRAWING INFORMATION
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INDEX OF DRAWINGS
DRAWINGS LIST
ISSUE DATE I REVISIONS
GENERAL NOTES:
1. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENTS, DESIGN AND EXTENT OF THE WORK
AND ARE PARTIALLY DIAGRAMMATIC. THEY ARE NOT INTENDED TO BE SCALED FOR ROUGH -IN MEASUREMENTS,
OR TO SERVE AS SHOP DRAWINGS OR PORTIONS THEREOF.
2. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND ALL THE SUBCONTRACTORS SHALL VERIFY
DIMENSIONS AND COORDINATE EXISTING CONDITIONS OF THE BUILDING WITH THE PLANS AND
SPECIFICATIONS, THEY SHALL REPORT ANY INCONSISTENCIES OR ERRORS IN THE ABOVE, TO THE
ARCH ITECT/ENG IN EER, BEFORE COMMENCING WORK. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL
LAY OUT THEIR WORK FROM ESTABLISHED REFERENCE POINTS AND BE RESPONSIBLE FOR ALL LOCATIONS OF
NEW RECEPTACLES AT THE STATIONS INDICATED.
THE ARCHITECT SHALL BE NOTIFIED, PRIOR TO COMMENCING ANY WORK, OF ANY ERRORS OF DISCREPANCIES
I
BETWEEN PREPARED DRAWINGS AND FIELD CONDITIONS. IF ANY ERRORS OR OMISSIONS APPEAR IN THE
DRAWINGS, GENERAL NOTES OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE
ARCH ITECT/ENGINEER IN WRITING OF SUCH OMISSION OR ERROR PRIOR TO PROCEEDING WITH ANY WORK
WHICH APPEARS IN QUESTION.
3. THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH A SET OF AS-BUILTDOCUMENTS FOR THIS
WORK, UPON PROJECT COMPLETION.
44. THE DRAWINGS AND SPECIFICATIONS PREPARED BY THE ARCH ITECT/ENGI N E ER AIRE INSTRUMENTS OF THE
ARCHITECT SERVICE THROUGH WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. ALL
COPIES OF THEM, EXCEPT THE CONTRACTOR'S RECORD SET, SHALL BE RETURNED TO THE ARCHITECT UPON
COMPLETION OF THE WORK.
5. CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH THE DRAWINGS AND SCOPE PRIOR TO COMMENCING
WORK. ALL DIMENSIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL CAREFULLY STUDY AND
COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER, AND WITH INFORMATION FURNISHED BY THE
OWNER
6. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK REQUIRING S16MITTALAtill REVIEW_0F SHOP
DRAWINGS, PRODUCT DATA SAMPLES OR SIMILAR SUBMITTALS UNTIL THE RESPECTIVE SUBMITTAL HAVE BEEN
APPROVED BY THE ARCH ITECT/ENG IN EER. SUCH WORK SHALL BE IN ACCORDANCE: WITH APPROVED
SUBMITTALS.
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8. THE GENERAL CONTRACTOR IS TO MAINTAIN A COMPLETE, AND UP-TO-DATE SET OF DRAWINGS ON THE JOB
ALL TIMES, INCLUDING CONTRACT DOCUMENTS AND SHOP DRAWINGS.
9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR, MATERIALS, EQUIPMENT AND OTHER
ITEMS NECESSARY TO COMPLETE THE WORK AND / OR QUALITY SPECIFIED, CALLED FOR OR INFERRED BY
THESE DRAWINGS UNLESS OTHERWISE NOTED. I
10. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN OR, THE DRAWINGS,
THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE
SHOWN OR NOTED.
11. MATERIALS SHALL BE NEW, OF QUALITY SPECIFIED, AND DELIVERED IN AMPLE QUANTITIES TO PREVENT
DELAY OF WORK. MANUFACTURER'S DIRECTIONS FOR APPLICATIONS, INSTAL LATION AND METHODS SHALL BE
FOLLOWED.
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14, NO WORK SHALL BE STARTED TILL ALL SHOP DRAWINGS HAVE BEEN SUBMITTED AND APPROVED
BY BUILDING DEPARTMENT.
15. THE GENERAL CONTRACTOR SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS
AND RUBBISH. TRASH AND DEBRIS REMOVAL SHALL BE MADE EACH DAY. AT COMPLETION OF PROJECT, THE
GENERAL CONTRACTOR SHALL REMOVE FROM THE PREMISES ALL RUBBISH, IMPLEMENTS, AND SURPLUS
MATERIALS AND LEAVE THE PREMISES CLEAN AS ENCOUNTERED BEFORE THE START OF CONSTRUCT11ON
ACTIVITIES. ALL TEMPORARY STRUCTURES ARE TO BE REMOVED
16. CONTRACTOR SHALL OBTAIN ABATEMENT ASBESTOS RESPOND FOR AREAS OF WORK REQUIRING DEMOLITION BEFORE
COMMENCEMENT OF ANY DEMOLITION
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2. CARPET TILE PRODUCT DATA SHALL INCLUDE SPECIFIED TESTS PASSED, MSDS SHEETS, DESCRIPTION OF ADHESIVE,
RUBBER BASE, TRANSITION STRIPS AND EDGE STRIPS, INSTALLATION INSTRUCTIONS, AND CERTIFICATION OF FIRE TEST ANN
SMOKE PERFORMANCE.
3. CARPET TILE SHALL MEET MANUFACTURERS WRITTEN REQUIREMENTS AND ASTM STANDARDS OF COMPATIBILITY OF
FLOOR SLAB TREATMENTS (SEALERS, CURING AGENTS, CUTBACK NEUTRALIZERS).
4. CARPET INSTALLATION ADHESIVE SHALL BE CERTIFIED BY CARPET MANUFACTURER TO BE COMPATIBLE AND
RECOMMENDED FOR USE WITH SELECTED CARPET
5. INSTALLED CARPET TO MEET THE WARRANTY REQUIREMENTS OF ISD FOR SUCH PRODUCT
6. INSTALL CARPET TILE AND RUBBER BASE AS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS
1. ACOUSTICAL CEILINGS SHALL MEET THE AMERICAN SOCIETY FOR TESTING AND
MATERIALS (ASTM), LATEST EDITION A654 - STANDARD SPEC: F !CATION F07-11 STEEL SHEET,
ZINC -COATED (GALVANIZED) OR SI NC -I RON ALLOY-COA7E: E) GALVANNEALED,lBYTHE
HOT -DIP PROCESS, C635 - STANDARD SPECIFICATION FOR THE MANUFACTURE,
PERFORMANCE, AND TESTING OF METAL SUSPENSION SYSTEMS FOR ACCOUSTICAL TILE
AND LAY -IN PANEL CEILINGS, C636 - STANDARD PRACTICE FOR INSTALLATION OF METAL
CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANELS, E84 -STANDARD
TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS, AND
E1264 - STANDARD CLASSIFICATION FOR ACOUSTICAL CEILING PRODUCTS. PRODUCTS
SHALL ALSO MEET UL RATING.
2. SURFACE BURNING CHARACTERISTICS, TESTED PER ASTM E84 SHALL BE AS FOLLOWS:
A. FLAME SPREAD: 25 OR LESS
B. SMOKE DEVELOPED; 50 OR LESS
3. CEILING GRID TO BE INSTALLED FREE OF IRREGULARITIES AND LEVEL TO WITHIN g' INCHES
IN 12FT, AND A MAXIMUM DEFLECTION OF 1/360 OF SPAN.
4. CEILING TILE TO BE 24"x24", COMPLYING WITH ASTM E1264, CLASS A. TYPE Ilk, FORM 2,
SQUARE EDGED, NOMINAL THICKNESS OF 5 INCHES, AND WITH FACTORY APPLIED FINISH
5. HANGERS SHALL BE 12 GAGE ANNEALED STEEL WIRE, GALVANIZED
& FIT ACOUSTICAL LAY -IN PANELS TO GRID ACCURATELY, WITHOUT DENTED, BROKEN,
CRACKED, CHIPPED, OR SOILED SURFACES. A CUT PANEL SHALL BE SIZED THAT WILL NOT
EXPOSED AN EDGE WHEN THE PANEL IS SLID TO THE OPPOSITE SIDE
7. FIT ACOUSTICAL LAY -IN PANELS ACCURATELY AROUND SURFACE MOUNTED AND STEM
MOUNTED ELECTRICAL FIXTURE. ADEQUATELY SUPPORT TEES SUPPORTING LIGHT
FIXTURES BY HANGER WIRES SO GRID IS LEVEL AFTER LIGHT FIXTURE INSTALLATION.
PROVIDE A HANGER WIRE WITHIN 3 INCHES OF EACH RECESSED LAY -IN LIGHT FIXTURE
CORNER.
8. INSTALL CEILING IN A MANNER SUCH THAT BORDERS AREAS ARE BALANCED TO AVOID
ACOUSTICAL UNITS LESS THAN 1 UNIT WIDE.
2
9. REPLACE DIRTY OR DISCOLORED ACOUSTICAL PANEL SURFACES FOLLOWING :1 ERECTION
AND LEAVE FREE FROM DEFECTS. REMOVE DAMAGED OR IMPROPERLY INSTALLED PANELS
AND REPLACE.
PAINTING
1. PERFORM WORK IN A THOROUGH AND PROFESSIONAL MANNER IN CONFORMANCE WITH
ACCEPTED GOOD PRACTICES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.
2. PROTECT FINISHED MATERIAL AND AREAS NOT TO BE PAINTED BY USING DROP CLOTHS,
MASKING, OR OTHER ACCEPTABLE METHODS. PROVIDE ADEQUATE VENTILATION FOR
PROPER DRYING OF SURFACES BEFORE AND AFTER PAINTING. COMPLY WITH
MANUFACTURER'S SPECIFICATIONS FOR MINIMUM DRY FILM THICKNESS. MINIMUM FILM
THICKNESS SHALL BE 5 MILS, UNLESS OTHERWISE RECOMMENDED BY PAINT
MANUFACTURER
3. ALL EXISTING AND INTERIOR WALL SURFACES, AND WINDOW FRAMES AND NON -STONE
FINISHED WINDOW SILLS SHALL RECEIVE NEW PAINT.
4. INTERIOR WALLS SURFACES SHALL BE:
i. 1ST COAT
ii. 2ND COAT
iii. 3RD COAT
SCHEDULES AS FOLLOWS:
A. GYPSUM BOARD:
i. LOW LUSTER ACRYLIC -ENAMEL: (NON ACOUSTIC TILE CEILING AND SOFFITS) - WITH
INTERIOR GYPSUM BOARD PRIMER, AND 2 FINISHED COATS OF LOW LUSTER ACRYLIC
ENAMEL
ii. SEMI -GLOSS ARCRYLIC-ENAMEL FINISH, WITH INTERIOR GYPSUM BOARD PRIMER,
AND 2 COATS OF INTERIOR SEMI -GLOSS ACRYLIC ENAMEL
B. FERROUS METAL:
1). FULL GLOSS ACRYLIC ENAMEL - WITH INTERIOR FERROUS -METAL PRIMER, AND 2
COATS INTERIOR FULL -GLOSS ACRYLIC ENAMEL
ii). SEMI -GLOSS ACRYLIC -ENAMEL - WITH INTERIOR FERROUS -METAL PRIMER, AND 2
COATS INTERIOR SEMI -GLOSS ACRYLIC ENAMEL
1. BEFORE BEGINNING WORK AT THE SITE, THROUGHOUT THE COURSE OF THE WORK,
INSPECT AND VERIFY THE LOCATION & CONDITION OF EVERY ITEM AFFECTED BY THE
WORK & REPORT DISCREPANCIES TO ARCHITECT BEFORE BEGINNING WORK.
2. DO NOT DRILL OR CUT EXISTING FLOOR JOISTS, BEAMS, COLUMNS, OR OTHER
STRUCTURAL ELEMENTS OF EXISTING STRUCTURE TO REMAIN,
3. PROTECT EXISTING WORK NOT PART OF DEMOLITION TO REMAIN FROM DAMAGE:.
4. WHERE CUTTING OF EXISTING SURFACES OR REMOVAL OF EXISTING FINISHES 1,13
REQUIRED TO PERFORM THE WORK REPAIR THE SURFACE AND FINISH TO MATCH
ADJACENT EXISTING SURFACES.
5. TO THE EXTENT POSSIBLE CAREFULLY REMOVE/DEMOLISH USING SMALL HAND TOOLS
6. CONTRACTOR SHALL REPAIR ALL DAMAGES TO BUILDING AS THE RESULT OF'DEMOLITION
7. CONTRACTOR SHALL PROVIDE DUST FILTERS IN RETURN AIR GRILLS
BEFORE COMMENCING WORK AND REPLACE FILTERS AT AIR HANDLER
UNITS WHEN CONSTRUCTION IS FINISHED, CONTRACTOR TO PROVIDE
BARRICADE AT DOORS DURING CONSTRUCTION TO ELIMINATE DUST AT
HALLWAYS.
ALUMN.
ALUMINUN",
N.I.C.
NOT IN CONTRACT
APPROX.
APPROXIMATELY
N.T.S.
NOT TO SCALE
ADJ.
ADJUSTABLE
O.C.
ON CENTER
BLDG.
BUILDING
OPNG.
OPENING
q_
CENTERLINE
O.D.
OUTSIDE DIMENSION
C.W.S.
COLD WATER SUPPLY
O.H.
OVERHANG
COL.
COLUMN
PK
PK SURVEY NAIL
CONC.
CONCRETE
PKG.
PARKING
C.O.S.
CHECK ("'IN SITE
P.T.W.
PRESSURE TREATED WOOD
C.M.U.
CONCRETE MASONRY UNIT
REINF.
REINFORCEMENT
COND.
CONDUIT
REQMT.
REQUIREMENT
CONT.
CONTINUOUS
R.O.
ROUGH OPENING
CFM
'CUBIC FEET PER MINUTE
SCH.
SCHEDULE
DET.
DETAIL
SH.
SHEET
DIA.
DIAMETER
SPK.
SPRINKLER
DWG.
DRAWING
SP
STATIC PRESSURE
EXIST.
EXISTING
T & G
TONGUE AND GROOVE
EXP.
EXPANSION
T.B.
TIE BEAM
T.B.D.
TO BE DETERMINED
FIN. FL.
FINISHED FLOOR
THD.
THREADED
F
F.F.E.
FINISHED FLOOR ELEVATION
T.O.B.
TOP OF CONC. BEAM
F. F. L.
FINISHED FLOOR LEVEL
T.O.S
TOP OF CONIC. SLAB
FIN. WALL
FINISHED WALL
TYP.
TYPICAL
F.D.
FLOOR DRAIN
U.O.N.
UNLESS OTHERWISE NOTED
G.C.
GENERAL CONTRACTOR
W/
WITH
GALV,
GALVANIZED
WD.
WOOD
H3
HOSE B113B
DERM
DEPARTMENT OF ENVIRONMENTAL
H.D.G
HOT DIPPED GALVANIZED
RESOURCES MANAGEMENT
HGT.
HEIGHT
MDWASD
MIAMI-DADE WATER AND SEWER
DEPARTMENT
I.D.
INTERIOR DIMENSION
DBD
DEPARTMENT OF BUSINESS
JT.
JOINT
DEVELOPMENT
MANUR
MANUFACTURER
DPDR
DEPARTMENT OF PLANNING,
MAX.
MAXIMUM
DEVELOPMENT & REGULATION
MTL.
METAL
GSA
GENERAL SERVICE ADMINISTRATION
M.S.L.
MEAN SEA LEVEL
V.C.T
HEAVY DUTY VINYL COMPOSITE TILE
MIN.
MINIMUM
RM#
ROOM NUMBER
N.G.V.D.
NATIONAL GEODETIC
P.M
PROJECT MANAGER
VERTICAL DATUM
NOM,
NOMINAL
RCP
REFLECTIVE CEILING PLAN
N/A
NOT APPLICABLE
COOR
COORDINATE
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ORIGIN PAGE DESTINATION PAGE
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EXISTING PARKING (TYP.)
NYISO
ARCHI'fEC'fURAL
GROUP, INC.
AA 002935
CHARLES C. 1VVARK0, AIA
AR 15759
5931 NW 173 DRIVE, SUITE 2, MIAMI, FL 33015
TEL: (305) 820-3555 / FAX: (305) 820-3210 EMAIL:
cn@nyarkoarchitects.com
SEAL
CONSULTANT:
PROJECT NAME AND LOCATION:
LUCIE
COUNTY
TRAFFIC
ADDRESS: 3158 WILL FEE
ROAD, FORT PIERCE, FL 34982
REVISIONS:
NO. DATE. DESCRIPTION:
DRAWING TITLE:
GENERAL NOTES
PROJECT PHASE: 10OX SUBMITTAL
ISSUE DATE: 9/27/21
DRAWN BY: O.V. I REVIEWED BY: C.N.
F"SR WOSK DER NUMBER: ----
EET NUMBER
1%1
BUILDING LOU"ATIO'N' PLAN_
29
1. 24 INCHES X 24 INCHES.
2. COMPLYING WITH ASTM E1264, CLASS A, TYPE III, FORM 2, SQUARE EDGED.
3. NOMINAL THICKNESS: 5/8".
4. FINISH: FACTORY APPLIED, WASHABLE WHITE.
5. NON -DIRECTIONAL PANELS
6. SUSPENSION GRIDS: 2'X2' EXPOSED, MEETING ASTM C635
7. CARPET TILES OF TUFTED NYLON PILE ON SPONGE PLASTIC OR CUSHION BACKING.
8. FACE YARN: 100% SOLUTION DYED, TYPE 6 OR 6.6, NYLON FIBER, BRANDED, CONTINUOUS FILAMENT, SOIL HIDING, WITH A PERMANENT INTEGRAL (NOT COATED) STATIC CONTROL COMPONENT.
9. PILE THICKNESS: 0.070 TO 0.148 IN.; ASTM D6859.
10.FINISHED PILE YARN WEIGHT: MINIMUM 16 OZ/YD2.
11.PILE DENSITY: 4500 - 8000 OZ/YD3
12.SOIL / STAIN RESISTANCE LEVEL OF YARN: USE A STAIN INHIBITING FLUOROCHEMICAL APPLIED DURING (NOT AFTER) MANUFACTURE OF THE YARN, ATTAINING AT LEAST LEVEL 6 ON THE RED 40 STAIN
SCALE; AATCC 175.
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a. DRILLING AND TAPPING FOR SURFACE APPLIED HARDWARE SHALL BE DONE IN THE FIELD.
li. LOCATE HARDWAREfir!"RECOMMENDED LOCATIONS FOR BUILDERS HHARDWARPUBLISHED BY ♦ 'L BUILDERHARDWAREASSOCIATION
2. BUTT (HINGE) REINFORCING:
a. STEEL PLATE 3/16" THICK BY 1-1/4" MINIMUM TO 1-1/2" MAXIMUM BY 10 INCHES LONG, OFFSET AS REQUIRED TO HAVE FACES OF BUTTS FLUSH WITH DOORFRAME EDGE AND SECURED BY NOT LESS THAN
6 SPOT WELDS.
D. JAMB ANCHORS: PROVIDE ACCORDING TO FRAME MANUFACTURER'S RECOMMENDATIONS FOR ATTACHMENT TO MASONRY WALLS, CONCRETE COLUMNS, AND METAL_ STUD SYSTEM AS SHOWN ON DRAWINGS.
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F. SPREADERS: PROVIDE FRAMES WITH TEMPORARY TEEL SPREADER BARS TACK WELDED TO JAMBS TO MAINTAIN FULL RIGIDITY AND PROPER ALIGNMENT DURING INSTALLATION.
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1. CLASSIFICATION: SDI GRADE III - MODEL 2,16 GAGE, SEAMLESS, AND STEEL STIFFENED WITH M-DCPS REQUIRED REINFORCEMENT AND AS SHOWN ON DRAWINGS.
2. DOORS SHALL HAVE MINIMUM 20 GAGE, CONTINUOUS ONE-PIECE, VERTICAL STEEL_ STIFFENERS SPACED NOT TO EXCEED 6 INCHES APART AND WELDED AT 6 INCHES ON CENTER TO FACE SKIN.
3. LOCK RAIL SHALL BE ONE-PIECE, FULL HEIGHT MINIMUM 16 GAGE CHAIMNEL,
4. HINGE RAIL REINFORCEMENT MANUFACTURER'S OPTION.
5. CYLINDRICAL LOCK REINFORCEMENT: MINIMUM 16 GAGE: STANDARD HARDWARE LOCK BOX.
6. EXIT DEVICE REINFORCEMENT: MINIMUM 14 GAGE CHANNEL OR BOX MINIMUM 16" LONG BY 3-1/2" WIDE.
7. ALL SPACES BETWEEN STIFFENERS SHALL BE INSULATED "vV TH FIBERGLASS OR MINERAL INSULATION.
8. DOOR CLOSER REINFORCEMENT SHALL BE MINIMUM 12 GAGE CHANNEL OR BOX, WELDED TO TOP CHANNEL. BOTTOM OF REINFORCEMENT SHALL BE A MINIMUM OF 5-3/4" FROM TOP OF DOOR, BY WIDTH OF
DOOR.
1
ACCESS PANELS
1. SIZES AS SHOWN ON DRAWINGS OR REQUIRED Try PROVIDE SUFFICIENT ACCESS FOR THE PROPER OPERATION OF MAINTENANCE. MINIMUM SIZE SHALL BE 12 INCHES X 12 INCHES.
2. PROVIDE 14 GAGE STEEL DOOR WITH 16 GAGE S 7 EEL FRAME WITH BAKED ENAMEL PRIME COAT.
3. PROVIDE FIRE -RATED COMPONENTS AT FIRE RATED CONSTRUCTION.
4. FLUSH PANEL DOORS: FABRICATE FROM NOT LESS THAN 14-GAGE SHEET STEEL, WITH CONCEALED SPRING HINGES OR CONCEALED CONTINUOUS PIANO HINGE. FINISH AS NOTED ON DRAWINGS.
STANDARDTEMPEREDGLASS: COMPLY WITH ASTM C1036 AND FURTHER PROCESSED ACCORDING TO ASTM C1048, KIND FT, WHICH HAS BEEN FULLY TEMPERED BY THE MANUFACTURE:R'S HORIZOPITAL
?IIROCESS. ,
GYPSUM WALLBOARD:
1. GYPSUM BOARD: ASTM C36, TAPERED EDGE, 5/8" THICK X 48 INCHES WIDE X LONGEST STOCK LENGTH,
2, FASTENERS: TYPE S BUGLE HEAD BY USG OR ACCEPTED EQUIVALENT, WITH LENGTHS AS SPECIFIED BY MANUFACTURER.,
3. JOINT TREATMENT: REINFORCING TAPE, TAPING, OR EMBEDDING AND TOPPING MATERIALS AS RECOMMENDED AND MANUFACTURED BY GYPSUM WALLBOARD MANUFACTURER,
4. ACCESSORIES:
1. ALL PAINT MATERIALS. ! IN THE LATESTOF PRODUCT AND SHALL BE FROM A SINGLE MANUFACTURER FOR
2ALL MATERIALS, PREPARATION AND WORKMANSHIP SHALL CONFORM TO THE STANDARDS CONTAINED IN THE LATEST EDITION OF THE MASTER PAINTERS INSTITUTE (MIP�).
3. PAINT SYSTEMS USED FORPROJECTSHALL* BY THE +.INTING SUB -CONTRACTOR WITH COLLABORATION FROM PAINT MANUFACTURER
AND SHAILL MEET ALL. THE PERFORMANCE
CRITERIA AND WARRANTY REQUIREMENTS SPECIFIED IN THIS DOCUMENT.
4. PRIMERS,
r■ UNDERCOATS, INTERMEDIATE
!1 AND FINISH COATS: MATERIALS
••. SAME
MANUFACTURER
xyJ..rWHEN SUCH MATERIALS
.:w• ARE
APPLIED ON ♦ME SURFACE.
COLORS5. COLOR SELECTION MADE BY OWNER OR A/E'IS TO DETERMINE BASIC COLOR REQUIRED FOR SURFACE.
6. SELECT FROM APPROVED MANUFACTURER'S COLOR FAN.
7. IF COLOR IS NOT LISTED FOR A SPECIFIC AREA OR ITEM, CONTRACTOR IS NOT RELIEVED OF RESPONSIBILITY FOR PROVIDING COLORS SUBSEQUENTLY SELECTED.
8. COLORS WITH SAME DESIGNATION BUT PRODUCED FROM TWO OR MORE SOURCES SHALL MATCH WHEN VIEWED FROM DISTANCE OF 24 INCHES OR MORE.
9. FINAL APPLICATION OF COLORS SHALL MATCH MOCK-UP APPROVED BY OWNER.
1. FIRE EXTINGUISHERS: DRY CHEMICAL AND ABC TYPE MULTI --PURPOSE WITH FOG NOZZLE ATTACHED TO A HOSE.
2. TYPES OF FIRE EXTINGUISHERS:
1) ::LASS C FIRE AREAS.
3. LOW HAZARD AREAS: 2A-10BC.
1) HALLWAYS AND REMAINING ROOMS.
2) CLASS A OR B FIRE AREAS.
4. FOR USE WHERE® EXTINGUISHER CABINETS ARE SPECIFIED (LOW HAZARD AREAS):
1. THE EXTINGUISHER SHALL BE A MULTI I �URPOSE, DRY CHEMICAL STORED PRESSURE TYPE WITH A CORROSION -RESISTANT REUSA LE METAL YL NDER 2'F 5-POUND CAPACITY WITH A
DURABLE
3THE EXTINGUISHER SHALL HAVE A VALVE LOCKING PIN WITH A PULL RING AT ONE END OF STAINLESS STEEL OR HARD ALUMINUM AND SHALL NOT BE RErI )VABLE WITHOUT BREAKING THE
METAL R PLASTIC
& THE EXTINGUISHER SHALL NOT EXCEED AN OVERALL HEIGHT OF 19-1/4", A CYLINDER DIAMETER OF 5-3/4" AND AN OVERALL WIDTH OF 9 INCHES.
EACH EXTINGUISHER SHALL HAVE A SECURELY ATTACHED NAMEPLATE OR BAND BEARING COMPLETE OPERATING INSTRUCTIONS, THE NAME OR MARK OF UNDERWRITERS LABORATORIES,
A CONTROL NUMBER, THE WORDS "LISTED", "DRY CHEMICAL FIRE EXTINGUISHER", "CLASSIFICATION 2A-IOBC", AND THE MANUFACTURER'S NAME AND EXTINGUISHER MODEL NUMBER.
1. EACH TYPE OF EXTINGUISHER SHALL ARRIVE ON SITE, READY FOR USE, CHARGED WITH NON -TOXIC, MULTI -PURPOSE, SILICONI-TREATED AMMONIUM PHOSPHATE TYPE DRY CHEMICALAND
DRY NITROGEN }
2. CABINET DOOR: PANEL WITH FULL TEMPERED GLASS, CATCH, AND NO LOCK.
4. EACH 2A-10BC EXTINGUISHER SHALL AI_3O BE AT LEAST THE EQUAL OF THE GENERAL FIRE EXTINGUISHER CORP. EXTINGUISHER MODEL TCP-5JH FITTED WITH A DISCHARGE HOSE AND
PROVIDED WITH A MODEL MVCP-5 HANGING BRACKET.
NYAKO
C I'I , TURAL
GROUP, INC.
AA 002935
CHARLES 0. NYARKO, AiA
AR 15759
5931 NW 173 DRIVE, SUITE 2, MIAMI, FL 33015
TEL: (305) 820-3555 1 FAX:. (305) 820-3210 EMAIL:
cn@nyarkoarchitects.com
SEAL:
CONSULTANT:
PROJECT NAME AND LOCATION:
ADDRESS: 3158 WILL FEE
ROAD, FORT PIERCE, FL 34982
REVISIONS:
NO. DATE DESCRIPTION:
DRAWING TITLE:
PRODUCT NOTES
PROJECT PHASE: 100Z SUBMITTAL
ISSUE DATE: 9/27/21 -
DRAWN BY: A O.V. REVIEWED BY: C.N.
WORK ORDER NUMBER: -- --
SHEET NUMBER T
EXIST.
/--CONCRETE
00 On 50T, 111,1112' me
EAMI
0 2' 4'
CONTRACTOR SHALL INSPECT EXISTING SPACE.
EXISTING SPACE HAS ELECTRICAL CONDUITS, SWITCHES, WATER SUPPLY
PIPING, ELECTRICAL PANEL, JUNCTION BOXES, CEILING LIGHT FIXTURES
MOUNTED UNDER EXISTING ROOF TRUSSES, AND OTHER ELECTRICAL FIXTURES
AND CONDUITS. CONTRACTOR TO INSPECT EXISTING ITEMS, COORDINATE WITH
IMPROVEMENT PLAN AND REMOVE ALL ITEMS NOT INTENDED TO REMAIN OR
REUSE IN NEW IMPROVEMENT SPACE. ELECTRICAL CONDUITS ON WALL AND
CEILING TO BE RE —USED TO BE CONCEALED UNDER G.W.B. AND IN BETWEEN
FURRING STRIPS ON WALL OR UNDER CEILING.
PICTURE 1
PICTURE 3
(TYP.) =—' ®=-
PICTURE 2
Ewratillmol
•
EXISTING CONDNITION -PICTURES
D"EMU"'I'LITION NOTES
TAGS
DESCRIPTION ---
REMARKS
REMOVE ELECTRICAL DEVICES AND EQUIPMENT ON WALL AFFECTED BY
NEW WORK. REFER TO IMPROVEMENT PLANS.
2
REMOVE CAREFULLY EXITING EXIT/EMERGENC°Y LIGHT
3 >
REMOVE RECEPTACLE AND CONDUIT BACK TO IDANE:L
04
REMOVE FIRE EXTINGUISHER AND PUT IT BACK AFTER NEW FINISHING
r-
INSTALLATION
----
CUT ABANDONED PLUMBING PIPE FROM OUTSIDE A.NJ CAP. PATCH/REPAIR
5
EXIST. HOLE IN WALL BEFORE NEW FINISHING INSTALLATION. ACTIVE
_
PLUMBING PIPE TO REMAIN.
6�
REMOVE EXISTING DOOR AND FRAME. MODIFY EXISTING
OPENING FOR NEW DOOR AS NECESSARY
7
REMOVE SURFACE MOUNTED CONDUITS FEEDING RECEPTACLES
-- - - -
c�
- - - -- — - -
REMOVE CAREFULLY EXISTING ELECTRICAL PANEL AND PUT IT BACK AT
COORDINATE WITH
IMPRO. PLANS
SAME LOCATION AFTER NEW FINISHING
PREPARE SURFACE OF EXISTING MASONRY W Al_L AND PATCH/REPAIR
(9-i/
ANY DAMAGE IN WALL TO RECEIVE NEW FINISH NG. (REF. TO
IMPROVEMENT PLAN)
PREPARE SURFACE OF EXISTING FRAME WOOD WALL a+]TH PLYWOOD FINISH AND
Q
PATCH/REPAIR ANY DAMAGE IN WALL TO RECEIVE NEV,1 FINISHING. (REF. TO
IMPROVEMENT PLAN)
�)
EXISTING ROLLING DOOR TO REMAIN
2
EXISTING SINGLE DOOR TO REMAIN
(13)
EXISTING DOUBLE DOOR TO REMAIN
1 4
REMOVE AND DISCARD EXISTING SURFACE MOUNTED LIGHTING
FIXTURE
r�j jl
EXIST. BLDG. SURFACE MOUNTED LIGHT FIXTURE TO REMAIN.
REFER TO ELECT. PLANS
1 bf
MODIFY EXISTING OPENING FOR A NEW DOORAS NECESSARY
TAG O
DE-MOLITION NOTES
PICTURE TARGET
DEVICES
i i I i DOUBLE RECEPTACLE
LIGHT SWITCH
EXIT SIGN WITH EMERGENCY 1_11GHTS
^ k'
;F.E; FIRE EXTINGUISHER
WALL LEGEND
EXIST. INTERIOR FRAME WOOD
PARTITION WITH PLYWOOD FINISH
T ! � I 11] EXIST. EXTERIOR MASO`i,IRY WALL
J'7
0 L
AA 002935
CHARLES O. NVARK0, AIA
AR 15759
5931 NW 173 DRIVE, SUITE 2, MIAMI, FL 33015
TEL: (305) 820-3555 / FAX: (305) 820-3210 EMAIL:
cn@nyarkoarchitects.com
SEAL:
CONSULTANT:
PROJECT NAME AND LOCATION:
OFFICES
7, '
Al
ADDRESS: 3158 WILL FEE
ROAD, FORT PIERCE, FL 34982
REVISIONS:
NO. DATE DESCRIPTION:
AIT , TITLE:
FLOOR
t
ECT PFIASE: 100X SUBMITTAL
1 AL
DATE~ 9/27/21
N BY: O.V. REVIEWED BY: C.N.
K ORDER NUMBER: — ----
SHEET NUMBER
Ll
1__A2 NIL tj
EXIST. oll
PARKING
-C
ATCH
BASIN
C.U. 7Ow
CONC. P
EXIST.
PARKING
Vol
EXIST.
� ELEC.PANEL
� EXISTING
GWATER
CATCH COOLER-
BASIN
PROPOSED
WORK AREA - 1
EXISTING ACTIVE PLUMBING .�
PIPE TO REMAIN ~-
�EXIST PARKING
UTRIPING /TY9.\
�
COVER
L & Ld
EXISTING AREA (N.I.C.
''D
FIT RAC
18 SF
B0S[ ^� /--C
J� punmmc
P r-% 0-% P S E r-% I IL A P r% AO"%� IL I E- IL L
U M H(.)V -MAEN' T K` E%T" tr ---%'L' -A N
. . . .
O 2 4 8 1G
1 /Fl"--1' (l`' ��[`4| �
/`' _ _� ~`''`��
BACKING FOR WALL - HUNG FIXTURE / FORNITURE NOTE%'.'):
STEEL STUD SUPPORTING WALL HUNG PLUMBING FIXTURES & WALL
CABINETS SHALL BE DOUBLED OR NOT LESS THAN 20GA. & SECURELY
FASTENED TO NOT LESS THAN TWO STUDS. STEEL STUD SHALL BE
PROVIDED TO WITHSTAND 200 LBS FORCE IN ALL DIRECTIONS. (OR
SUPPORTS BE PROVIDED AS PER FIXTURE MANUFACTURES
REQUIREMENTS) IF MFR REQUIREMENT IS MORE STIRINGENT
FLAME SPREAD AND SMOKE DENSITY NOTES:
1. WALL AND CEILING FINISHES TO HAVE A FLAME -SPREAD
CLASSIFICATION OF NOT GRATER THAN 200
2. WALL AND CEILING FINISHES TO HAVE A SMOKE -DEVELOPED INDEX
OF NOT GRATER THAN 450
3, TEST TO BE MADE IN ACCORDANCE-WASTM-E84
PLUMBING FIXTURE COUNT
OCCUPANCY CLASSIFICATION: BUSINESS TOTAL OCCIJ--IANCY: 15 PEOPLE
FIXTURE TYPE
CODE RQMT AS PER
WATER CLOSET
(AND URINALS)
LAVATORIES
(MEN & WOMEN)
BATHTUB
SHOWEIRS
DRINKING
FOUNTAIN
JANITORIAL
SINK
REQUIRED
NIA,
1
Ol
NOTE: FOR BUSINESS AND MERCANTILE CLASSIFICATIONS WITH AN OCCUPANT LOAD OF 15 OR FEWER,
SERVICE SINKS SHALL NOT BE REQUIRED.
FLOOR OCCUPANCY LOAD ANA[-Y,9,. S:
- TOTAL GROSS AREA OF EXISTING BUSINESS SPACE = 1,200 SF
- OCCUPANCY LOAD IN BUSINESS AREA @ 150 SF PER PERSON = 1,200,1150 = 8 PEOPLE
- TOTAL GROSS AREA OF EXIST. AND NEW WAREHOUSES SPACE = 3,255 SIF
- OCCUPANCY LOAD IN WAREHOUSES AREA @ 500 SF PER PERSON = 3,255/500 = 7 PEOPLE
- TOTAL OCCUPANCY ON FLOOR = 8 + 7 = 15 PEOPLE
NOTE: OCCUPANCY LOAD ACCORDING TO F.B.C. 2020 SECTION 1004: OCCUPANCY,
LOAD, TABLE 1004,5: MAXIMUM FLOOR ALLOWANCES PER OCCUPANT.
THE INTENT OF IMPROVEMENT IS TO RENOVATE THE OPENED AND VACANT AREA
OF BUILDING INTO THE NEW OFFICES OF THE TRAFFIC DEPARTMENT OF THE
COUNTY OF PORT ST. LUC|E. AS INDICATED IN IMPROVEMENT PLAN THE
RENOVATED SPACES SHALL CONSIST OF OFFICES, OPEN -SPACE WORK AREAS AND
MECHANICAL STORAGE ROOM. REFER TO ALL SHEETS OF PLANS` INCLUDING BUT
NOT LIMITED TO OTHER ARCHITECTURAL PLANS AND DETAILS, ELECTRICAL, AND
MECHANICAL PLANS FOR OTHER INTENDED SCOPE OF IMPROVEMENT WORK.
CONTRACTOR TO PROVIDE ALL MATERIAL EQUIPMENT AND LABOR FOR THE
COMPLETION OF THE RENOVATION TO ACHIEVE THE REQUIRED IMPROVEMENT.
TAG DESCRIPTION
�REFER TO SHEET SCHEDULE A6.0)
(D DOORS SCHEDULE
F"::� WINDOW SCHEDULE
NEW CUBICLE PARTITION
NEW INTERIOR PARTITION: 5/8" QNB ON 3-5/8"
MTL. STUD /20go\ FRAMING @ 16" O.C. AND
PAINT.
EXIST. INTERIOR FRAME WOOD
PARTITION WITH PLYWOOD FINISH
EXIST. EXTERIOR MASONRY WALL
NVAIM0
ARCHITECTURAL
GROUP, INC.
AAou2san
CHARLES 0.NYARK0, AIA
A/r/5759
5931N\m1r3DRIVE, SUITE 2.M|AM!.rL33O1m
TEL: (305)82O-3555 / FAX: (Do5)S20-321OEMAIL:
CONSULTANT:
PROJECT NAME AND LOCATION:
a "T mwm
, Lo malE
ADDRESS: a1naWILL FEE
ROAD, FORT PIERCE, FL 34982
nEvS|own:
NO. DATE DESCRIPTION:
DRAWING TITLE:
PROPOSED OFFICES KEY PLAN
ISSUE DATE: 9/27/21
)WORK ORDER NUMBER: ----
SHEET NUMBER
Ajou
-- -- - A.H.U.-2
A.H.U.-1
SEC.D
A4,0 A8.0 - -
EXIST. MECH./STORAGE ROOM
co
-�- 16'
NEW OPENING THRU WALL
FOR O/A INTAKE VENT. - - -C.0
COORDINATE WITH r'
MECHANICAL PLANS — l
oo
EXIST. PARTITION WALL
NEW POWER STRIP
-3' A.F.F. (REF. TO ELEC, PLAN)
5'
EXIST. PARTITION WALL
32'-411
1 1 2 b-)
(TYP.)
SEAL EXIST.
SURFACE FLOOR
MTL SHE
ill
L�
(TYP.)
20
(TYP.) PROPOSED
-- -- ---
WORK AREA -1 161-2" --- - - __ _ ---
5 (
' 101-1011
it - FF JE
%7% ____ ______7 -i �
C111 -- -
-Y
c� mot- F4 ul)
4
J
Co
EXI _
STING ACTIVE PLUMBING ---
IL: 7
EXIST. SURFACE PIPE TO REMAIN 20-11
MOUNTED LIGHT 6
FIXTURE TO (TYP.) _ DET.D
' � 2'-411
REMAIN. (TYP.) ---__ -- --, 26' -2" 6
-_ -- - -
F.E.
ELEV.2 CU -----� --
EXIST. FIRE
6 EXTINGUISHER (TYP.) FRAME PARTITION --- C! GROUP -
O EXT ■ - -
WALL (TYP.) F8 C - ■ OFFICE M
r01 -
2__. 20
0
�— `
(TYP.) (TYP.) '
_� I -
-
' 2
- i-- FRAME PARTITION
SEC.A WALL (TYP.) F1 f) -
OFFICE -1
A4.0 A8.0 F1 OFFICE - 2 F1
Loll
03 (TYP.)
(TYP.)
8
\� �h �\ (TYP.) - - � MI r — (TYF>
--- ---- -- - --- — HALLWAY F1 F� - ;NEW MINI SPLIT
} -
- - SYSTEM ON WALL
TYP.) (REF. TO MECH. PLAN)
F2- -- -- ---- _ --
�� �> E - ONDENSER LINE
�': -� F1 /l�, - -
�� -- TO TERMINATE
Q -
_ L -w--� - -- 8 4�� ABOVE PAVEMENT
- - _=- "- --- -- - - - - - (TYP.) - 1 IT RACK
12 9 , Yp �� C l
-_
L _ , i --- -- U"i ROOM
F3 F1 F3 F1 04
I I -_
(TYP .) _ -- � _. -_ (TYP. ) --
EXIST. C.U.
TO REMAIN
- -_
- — - --- i
SEC. SEC.B
- - C.U. OVER NEW CO C. AD BASE ,/ 1 '
EXISTING AREA N.I.Cm)/4.O A8.0 4.0 A8.
ON EXIST. STALL PARKING LOT.
- REFER TO MECH. PLAN) 41 '/ 'z
C-1 D ET. 7
/V OTE: � O
THE NEW C.U. WILL BE LOCATED IN THE SAME ,r - 1' 2' 611 A4.0 A9.0
— _
STALL PARKING LOT SPACE (No.7) WHERE THE
-- — -- XISTING C.U. JS C RRENTLY LOC TED Co
o ,
i o�
Nor
A.H.U.-3 CV, m
`' - -
O
--- ---- -- - DET.8 N
A6.0k-A
-
z 4„, �-
PLAN -A
All 1 k4.0
FURNITURE, EQUIPMENT AND ACCESSORIES SCHEDULE
ITEM
DESCRIPTION
QTY.
BASIS OF DESIGN MFR
TAG
OFFICE DESK. 60" X 72"
MFR: NEWMARKET OFFICE
F1
L SHAPE DESK WITH BOX/FILE
2
FURNITURE, BRAND: ICON
PEDESTAL
60" X 72" L-SHAPE DESK
WITH BOX/FILE PEDESTAL
OFFICE DESK WITH
MFR: MADISON LIQUIDATORS.
CF
DRAWERS. LAMINATED
2
BRAND: CHERRYMAN.
WOOD. TYPE - 2
SERIES: AMBER.
71" X 84" - L SHAPE DESK
MFR: DIGITAL BUYER,COM.
VERTICAL 4-DRAWER
6
BRAND: HON. 4-DRAWER 26.5"W
F3
METAL FILE CABINET
X 18.25"D X 52"H LATERAL FILE
CABINET, PART# 314CP
F4
TACK BOARD
1
MFR: MASTERVISION. ENCLOSED
BULLETIN BOARD 38"W X 47'H.
MATERIAL: CORK. ZORO#:
G7309605 MFR#: VT380101150
F5
PRODUCTION TABLES.
4
(INSTALLED BY CONTRACTOR)
CCTV (CLOSED-CIRCUIT TV),
F6
[SELECTED AND PURCH. BY
1
OWNER INSTALLED BY CONTR]
F7
NOT USED
MFR: DIGITAL BUYER.COM.
Fg
PRINTER STAND
2
BRAND: MAYLINE. MOBILE STEEL
UTILITY STORAGE CABINET.
DIM: 30"WX 21 "D X 26.5"H
MFR: AVALON, BOTTOM -LOADING
Fg
BOTTLE FILLER
1
COLD AND HOT WATER COOLER.
WATER COOLER
DIM:12"W X 13T X 41"H
MONITORING DESK. LAM, WOOD
94" X 30" FULL MODESTY DESK SHELL
F 1
1
(MONITORING DESK), NEWMARKET
(REF. TO SHEET A6.0 DET.D)
OFFICE FURNITURE. BRAND: IOF
F 11
NOT USED
HORIZONTAL
MFR: DIGITAL BUYER.COM.
F1
4-DRAWER
12
BRAND: GLOBAL. 4-DRAWER
METAL FILE CABINET
36"W X 18"D X 54"H LATERAL FILE
CABINET. PART#9336P-4F1H
MFR: JCWHITE ARCHITECTURAL
F1
STANDARD OFFICE
10
INTERIOR PRODUCTS. MODEL:
CHAIR
VERY TASK CHAIR FOR OFFICE
AND WORKSTATION
F 1
NOT USED
AHU-1
(REFER TO MECHANICAL PLAN)
1
AHU-2
F1
(REFER TO MECHANICAL PLAN)
1
F17
CUBICLE PARTITION
--
MFR: JC WHITE ARCHITECTURAL INT.
PRODUCTS. HAWORTH/COMPOSE
ADAPTABLE WORKSURFACE WITH
X-SERIES STORAGE
NOTES:
APPROVED SUBSTITUTION OF EQUAL OR SIMILAR PRODUCT
FROM OTHER MANUFACTURE ALLOWED.
FURNITURE DIMENSION NOTES:
FOR FURNITURE AND EQIJIPMENT DIMENSION REFER TO
FURNITURE AND EQUIPMENT DIMENSION IN SHEET SCHEDULE A6.0
TAG DESCRIPTION
(REFER TO SHEET SCHEDULE A6.0)
IMPROVEMENT NOTES (REFER TO THIS SHEET)
F1 FURNITURE SCHEDULE (REFER TO THIS SHEET)
O DOORS SCHEDULE
01 INTERIOR FINISH SCHEDULE & SIGNAGE SCHEDULE
LEGEND
NEW CUBICLE PARTITION
NEW INTERIOR PARTITION: 5/8" GWB ON 3-5/8"
MTL. STUD (20ga) FRAMING @ 16" O.C.
EXIST. INTERIOR PARTITION WALL
WITH PLYWOOD AND PAINT FINISH
EXIST. EXTERIOR MASONRY WALL
IMPROVEMENT NOTES
TAGS
DESCRIPTION
REMARKS
IN THE INTERIOR SIDE OF EXTERIOR WALL, PROVIDE METAL
FURRING STRIPS @ 16" O/C, R-7.3 THERMAL INSULATION AND 5/8"
G.W.B. AND PAINT
EXIST. CONCRETE SLAB: CLEAN AND SEAL SURFACE.
3
UNDER EXIST. WOOD TRUSSES: PROVIDE NEW ATTIC SPACE THERMAL INSULATION
(FIBERGLASS) WITH PAPER BACK. PROVIDE NEW 5/8" G.W.B. CEILING IN PROPOSED WORK
AREAS AND MECH./STORAGE ROOM. PREPARE G.W.B. CEILING TO RECEIVE NEW SURFACE
MOUNTED LIGHT FIXTURES. (REFER TO ELECTRICAL PLANS.)
EXISTING ATTIC SPACE VENTILATION
❑5
NEW INTERIOR PARTITION WALL WITH 3-5/8" MTL STUDS (20GA) @ 16" O/C AND WITH 5/8"
G.W.B. PROVIDE INTERMEDIATE BRACING AT MID -HEIGHT OF ALL NEW PARTITION WALLS
EXCEEDING 8FT IN HEIGHT. COORDINATES THE LOCATIONS OF WALL MOUNTED
FIXTURES/EQUIPMENTS AND PROVIDE SUPPORT BRACING WITH CHANNELS AT POINTS OF
ATTACHMENTS. SUPPORT BRACING TO HAVE CAPACITY FOR 200LBS IN AL DIRECTIONS.
PROVIDE 6" RUBBER BASE AT ALL WALLS - BOTH EXISTING AND NEW
PROVIDE SOUND ATTENUATION BATT INSULATION IN ALL NEW STUD WALLS
NEW SUSPENDED 2"X2" ACOUSTIC TILE CEILING WITH ALUMINUM GRID
IN ENCLOSED OFFICE SPACES AND CORRIDOR BETWEEN OFFICES
aPROVIDE
NEW 4" CONCRETE SLAB BASE FOR NEW C.U.
1 O
PROVIDE CARPET TILE IN NEW OFFICES AREA
1 1
PROVIDE 5/8" G.W.B. PAINTED OVER EXIST. PLYWOOD FINISH
1 2
NEW DUCTWORK FROM UNITS OVER EXIST. WOOD JOIST. PROVIDE INTERMEDIATE
CHANNEL FASTENED BETWEEN EXIST, WOOD JOIST AT 16" O/C TO SUPPORT DUCTWORK
AS NECESSARY. (REFER TO MECH. PLAN)
13
PROVIDE NEW O/A PENETRATION AND O/A INTAKE GRILL THRU MASONRY
WALL TO RECEIVE NEW O/A DUCT FROM AHU. (REFER TO MECH. PLAN)
14
CONDENSER LINE TO TERMINATE 4" ABOVE PAVEMENT.
14.1
NEW REFRIGERANT LINES TO THE TOP OVER EXIST. WOOD JOIST THAT GOES OVER THE
EXIST. CONC. BEAM TO OUTSIDE AND GOES DOWN THROUGH THE S. S. SHEET MTL TO
THE C. U. REFER TO MECHANICAL PLAN)
15
16GA MTL STUD TV SUPPORT BRACING. PROVIDE BACKING
AS REQUIRED. COORDINATE LOCATION WITH EQUIPMENT
1 6
INTERMEDIATE CHANNEL FASTENED BETWEEN EXIST. WOOD
JOIST AT 48" O/C TO FASTEN MTL STUD RUNNER FRAME WALL
171
BOTTOM TRACK (20GA) W/ 3/16"0 X 1-1/4" POWER DRIVEN
SCREWS @ 16" O/C
18
METAL STUD RUNNER FASTENED TO MTL CHANNEL
1 9
INTERMEDIATE BRACING AT WALLS HIGHER THAN 8'-0" A.F.F.
20
ROOM SIGNAGE (TYP.) REFER TO SIGNAGE SCHEDULE IN SHEET A6.0
21
REPLACE EXIST. THRESHOLD WITH NEW ALUMINUM THRESHOLD
1/2" MAX. HEIGHT.
22
NEW CONDENSER UNITS (REFER TO MECHANICAL PLAN)
23
SOFFIT OVER CORRIDOR WITH 3-516,, MTL CHANNEL 20GA MIN.
FRAMING 16" O/C WITH 5/8" G.W.B. AND PAINT.
NVARKO
ARCHITECTURAL
GROUP, INC.
AA 002935
CHARLES O. NYARKO, AL4
AR 15759
5931 NW 173 DRIVE, SUITE 2, MIAMI, FL 33015
TEL: (305) 820-3555 / FAX: (305) 820-3210 EMAIL:
cn@nyarkoarchitects.com
SEAL:
CONSULTANT:
PROJECT ST. LUCIE
COUNTY
TRAFFIC
OPERATIONS
OFFICES
;14 Ll MT11 1 [11 � III
ADDRESS: 3158 WILL FEE
ROAD, FORT PIERCE, FL 34982
REVISIONS:
NO. DATE DESCRIPTION:
DRAWING TITLE:
PLAN -A - FLOOR PLAN AREA
PROJECT PHA E: 100Y. SUBMITTAL
ISSUE DAT 9/27/21
DRAWN O.V. REVIEWED BY: C.N.
WORK MER NUMBER: ----
0 1' 2' +' n
114 - 0" ALE
1 I ,
EXIST, ELEC. PANEL
TO REMAIN
80
EXIST. STRIPINGTALL (TYP.)
NOTE:
WIDTH OF THE CONCRETE SLAB SHOULD BE EXIST.
ACCORDING TO THE WIDTH OF THE PARKING MASONRY WALL
STALL, FROM STRIPE TO STRIPE. CONTRACTOR
FIELD VERIFY DIMENSION BEFORE INSTALLATION.
EXISTING
CATCH
BASIN
CONC. PAD BASE
STEEL TUBE BOLLARD.(TYP.)
REFER TO DET.7 IN SH. A9.0---\
CONDENSER UNIT OVER NEW
CONCRETE PAD ON EXIST.
STALL PARKING LOT. (TYP.)
(REFER TO MECH. PLAN)
(SEC.E DET.8
A5.0 A9 0
7�
rDET.8
A5.0 A6.0
A If
14
It 22
3
LL!
DET.7
A570 A9.0
0
22 -
r
6 i.
NOTE:
CONDENSER LINE TO TERMINATE
4" ABOVE PAVEMENT
16
MI
3'--MIN
.
A.H.U.-2
F1'
04
A.H.U.-1
_N
Fl
0 1' 2'
1`0" SCALE
EXIST. SURFACE MOUNTED
LIGHT FIXTURE
TO REMAIN. (TYP.)
cy)
F5
(TYP.)
501
CONCRETE A
PAVING
EXIST. FIRE
EXTINGUISHER IN
NEW LOCATION -
2
7
EXIST. SEALED
SURFACE FLOOR
20
STEEL TUBE BOLLARD.(TYP.)
REFER TO DET.6 IN SH, A5.1
FUTURE COMPRESSED
AIR (N.I.C.)
FUTURE CANOPY (N.I.C.)—
NEW ELEC. DISCONNECTED
FOR FUTURE COMPRESSOR
(REFER TO ELEC. PLAN)—
t-ro
IF. E.1
WORKING TABLE (TYP.)
20
321-411
WAIII,
(TYP.)
Fl0
(TYP.)
,
YP.)
61
if
L EQ - EQ Al _611
- - - - - - - - ---
31
EXIST.
MASONRY WALL
71-311
-11
MTL SF i E L
0 F3
(TYP.)
31
FURNITURE, EQUIPMENT AND ACCESSORIES SCHEDULE
ITEM
DESCRIPTION
CITY.
BASIS OF DESIGN MFR
TAG
OFFICE DESK. 60" X 72"
MFR: NEWMARKET OFFICE
F
L SHAPE DESK WITH BOX/FILE
2
FURNITURE. BRAND: ICON
PEDESTAL
60" X 72" L-SHAPE DESK
WITH BOX/FILE PEDESTAL
OFFICE DESK WITH
MFR: MADISON LIQUIDATORS.
DRAWERS. LAMINATED
2
BRAND:CHERRYMAN.
WOOD. TYPE - 2
SERIES: AMBER.71"X
84" - L SHAPE DESK
6
MFR: DIGITAL BUYER.COM.
VERTICAL 4-DRAWER
BRAND: HON. 4-DRAWER 26.5"W
F3
METAL FILE CABINET
X 18.25"D X 52"H LATERAL FILE
CABINET. PART# 314CP
MFR: MASTERVISION. ENCLOSED
TACK BOARD
I
BULLETIN BOARD 38"W X 47"H.
MATERIAL: CORK. ZORO#:
G7309605 MFR#: VT380101150
CFj5_
PRODUCTION TABLES,
4
(INSTALLED BY CONTRACTOR)
CCTV (CLOSED-CIRCUIT TV).
F6
[SELECTED AND PURCH, BY
OWNER INSTALLED BY CONTR.]
F7
NOT USED
MFR: DIGITAL BUYER.COM.
PRINTER STAND
2
BRAND: MAYUNE. MOBILE STEEL
UTILITY STORAGE CABINET.
DIM: 30"WX 21"D X 26,5"H
BOTTLE FILLER
MFR: AVALON. BOTTOM -LOADING
WATER COOLER
COLD AND HOT WATER COOLER.
DIM: 12"W X 13"D X 41 "H
MONITORING DESK. LAM. WOOD
94" X 30" FULL MODESTY DESK SHELL
_SK).
(MONITORING DE NEWMARKET
(REF. TO SHEET A6.0 DET.D)
OFFICE FURNITURE, BRAND: IOF
NOT USED
HORIZONTAL
MFR: DIGITAL BUYER.COM.
(F 1)
4-DRAWER
12
BRAND: GLOBAL. 4-DRAWER
METAL FILE CABINET
36"W X 18"D X 54"H LATERAL FILE
CABINET, PART# 9336P-4F1 H
MFR: JCWHITE ARCHITECTURAL
STANDARD OFFICE
10
INTERIOR PRODUCTS. MODEL:
CHAIR
VERY TASK CHAIR FOR OFFICE
AND WORKSTATION
NOT USED
AHU-1
(REFER TO MECHANICAL PLAN)
oFlAHU-2
(REFER TO MECHANICAL PLAN)
CUBICLE PARTITION
MFR: JC WHITE ARCHITECTURAL INT.
PRODUCTS. HAVIORTHICOMPOSE
ADAPTABLE WORKSURPACE WITH
X-SERIES STORAGE
NOTES:
APPROVED SUBSTITUTION OF EQUAL OR SIMILAR PRODUCT
FROM OTHER MANUFACTURE ALLOWED.
FURNITURE DIMENSION NOTES:
FOR FURNITURE ANC' EQUIPMENT DIMENSION REFER TO
FURNITURE AND EQUIPMENT DIMENSION IN SHEET SCHEDULE A6.0
TAG DESCRIPTION
(REFER TO SHEET SCHEDULE A6.0)
IMPROVEMENT NOTES (REFER TO THIS SHEET)
FURNITURE SCHEDULE (REFER TO THIS SHEET)
O DOORS SCHEDULE
0=1 INTERIOR FINISH SCHEDULE & SIGNAGE SCHEDULE
LEGEND
NEW CUBICLE PARTITION
NEW INTERIOR PARTITION: 5/8" GWB ON 3-5/8"
MTL. STUD (20go) FRAMING @ 16" O.C.
EXIST. INTERIOR PARTITION WALL
WITH PLYWOOD AND PAINT FINISH
EXIST. EXTERIOR MASONRY WALL
IMPROVEMENTNOTIES
TAGS
DESCRIPTION
REMARKS
I
IN THE INTERIOR SIDE OF EXTERIOR WALL, PROVIDE MEITAL
FURRING STRIPS @ 16" O/C, R-7.3 THERMAL INSULJkTION AND 5/8"
G.W.B. AND PAINT
EXIST. CONCRETE SLAB: CLEAN AND SEAL SURFACE.
UNDER EXIST. WOOD TRUSSES: PROVIDE NEW ATTIC SPACE THERMAL INSULATION
(FIBERGLASS) WITH PAPER BACK. PROVIDE NEW 5/8" G.W 13. CEIING IN PROPOSED WORK
AREAS AND MECRISTORAGE ROOM. PREPARE G.W.B. CEIINGTO RECEIVE NEW SURFACE
MOUNTED LIGHT FIXTURES. (REFER TO ELECTRICAL PLANS.)
EXISTING ATTIC SPACE VENTILATION
I-E
NEW INTERIOR PARTITION WALL WITH 3-5/8" MTL STUDS (0GA) @ 16" O/C AND WITH 5/8"
G.W.B. PROVIDE INTERMEDIATE BRACING AT MID -HEIGHT OF ALL NEW PARTITION WALLS
EXCEEDING 8FT IN HEIGHT. COORDINATES THE LOCATIONS OF WALL MOUNTED
FIXTURES/EQUIPMENTS AND PROVIDE SUPPORT BRACING WITH CHANNELS AT POINTS OF
ATTACHMENTS. SUPPORT BRACING TO HAVE CAPACITY FOR 200LBS IN AL DIRECTIONS.
1
[�6]
PROVIDE 6" RUBBER BASE AT ALL WALLS - BOTH EXISTING AND NEW
PROVIDE SOUND ATTENUATION BATT INSULATION IN ALL. NEW STUD WALLS
I
NEW SUSPENDED 2"X2" ACOUSTIC TILE CEILING WITH ALUMINUM GRID
IN ENCLOSED OFFICE SPACES AND CORRIDORBIETWEEN OFFICES
L�O
PROVIDE NEW 4" CONCRETE SLAB BASE FOR NEW C.U.
El
PROVIDE CARPET TILE IN NEW OFFICES AREA
PROVIDE 5/8" G.W.B. PAINTED OVER EXIST. PL'y"WOOD FINISH
ENEW
12
DJCTWi _yRK FROM UNITS OVER EXIST.WOOD JOIS7: PROVIDE INTERMEDIATE
i CHANNEL FASTENED BETWEEN EXIST, WOOD JOIST AT I E" O/C TO SUPPORT DUCTWORK i !
AS NECESSARY, (REFER TO MECH, PLAN)
13
PROVIDE NEW O/A PENETRATION AND O/A INTAKE GRILL THRUI: MASONRY
WALL TO RECEIVE NEW O/A DUCT FROM AHU. (REFI-R TO MECH. PLAN)
LlTOCTERMINATE
OND�� 4" ABOVE PAVEMENT.
I .'
[4
NEW REFRIGERANT LINES TO THE TOP OVER EXIST. WOOD JOIST THAT GOES OVER THE
S
EXI 'T CONC. BEAM TO OUTSIDE AND GOES DOWN THROUGH THE& S. SHEET MTL TO
TH E C. U. (REFER TO MECHANICAL PLAN)
16GA MTL STUD TV SUPPORT BRACING. PROVIDE BACKING
AS REQUIRED. COORDINATE LOCATION WITH EQUIPMENT
16
INTERMEDIATE CHANNEL FASTENED BETWEEN EXIST. WOOD
JOIST AT 48" O/C TO FASTEN MTL STUD RUNNER FRAME WALL
117BOTTOM
TRACK (20GA) Wl 3/16"0 X 1-1/4" POWER DRIVEN
SCREWS @_ 16" O/C
METAL STUD RUNNER FASTENED TO MTL CHANNEL
1 19
INTERMEDIATE BRACING AT WALLS HIGHER THAN 8'-0" A.F.F.
20
ROOM SIGNAGE (TYP.) REFER TO SIGNAGE SCHEDULE IN SHEET A6.0
21
REPLACE EXIST. THRESHOLD WITH NEW ALUMINUM THRESHOLD
1/2" MAX. HEIGHT,
22
NEW CONDENSER UNITS (REFER TO MECHANICAL PLAN)
Di3
SOFFIT OVER CORRIDOR WITH 3-5/8" MTL CHANNEL 20GA MIN.
FRAMING 16" O/C WITH 5/8" G.W.B, AND PAINT.
NV
ARCHITF,CTURAL
GROUP, INC.
AA 002935
CHARLES 0. NYARK0, AIA
AR 15759
5931 NW 173 DRIVE, SUITE 2, MIAMI, FL 33015
TEL: (305) 820-3555 / FAX: (305) 820-3210 EMAIL:
cn@nyarkoarchitects.com
CONSULTANT:
PROJECT NAME AND LOCATION:
U R E AM
0 m
w bTl LE EGIE
DIVA i I$]
ADDRESS: 3158 WILL FEE
ROAD, FORT PIERCE, FL 34982
REVISIONS:
NO. DATE DESCRIPTION:
DRAWING TITLE:
PLAN-B - FLOOR PLAN AREA
PROJECT PHASE loox SUBMITTAL
ISSUE DAj%
9/27/21
DRAWN 4$ O.V. REVIEWED BY: C.N.
WO RIDER NUMBER: ----
At
S14VT NUMBER
-- _ - - - -- - - DET.6 , I
INTERIOR FRAME
WALL: 5/8" G.W.B. 5LB FIRE �—
ON 3-5/8" METAL EXTINGUISHER 1 �� A6.0 A9.0)
STUD 20 a FRAMING
16" O.C. & PAINT
��-/6
,\
METAL TUB
DOOR STOP
W/MOUNTING SCREW
NOTE:
INSTALLATION SHOP DRAWINGS REQUIRED. THE
CONTRACTOR IS TO FIELD VERIFY ALL DIMENSION
SCALE :1-1/2'-1'-0'
SEMI -RECESSED
FIRE EXTINGUISHER DETAIL PLAN
6 2' "
f --
NEW FRAME WALL
WITH 3-5/8"
MTL STUD (TYP.)-
HARDWOOD CAP
ON SILL OF
OPENING
0o
3-5/8" MTL STUDI'i
FRAME KNEE WALL'i
WITH 5/8" G.W.B.
AND PAINT
i
co
SCALE :1/2'=1'-0"
ATTACHMENT SCREW
METAL STUD
FRAME 2 2" RT SHOWN
HINGE W/MOUNTING SCREW
METAL DOOR
PULL HANDLE
DET.0
A6.01---
KNEE WALL W/MONITORING DESK
TAG DESCRIPTION
(REFER TO FURNITURE SCHEDULE AT A4.0 & A5.0)
F1 FURNITURE SCHEDULE
FURNITURE AND EQUIPMENT DIMENSION
co
N
Fo
Q0
N'' I
5'
OFFICE DESK. 60" X 72"
L SHAPE DESK WITH BOX/FILE PEDESTAL F 1
9'-1
11
i- - --- -- 94 ----- - - - -
M
MONITORING DESK.
LAMINATED WOOD F1
f 64,�
2'-211 04
OFFICE DESK 71" X 84° VERTICAL METAL
L SHAPE DESK WITH DRAWERS F2 FILE CABINET - TYPE 1 F3
- 3� -
x co
- --
BOTTLE FILLER WATER COOLER HORIZONTAL METAL
F9 FILE CABINET - TYPE 2 F 1
NOTES:
THE DIMENSIONS ARE ACCORDING TO THE STANDARD DIMENSIONS OF FURNITURE AND EQUIPMENT ON THE MARKET.
THE OWNER WILL SELECT AND PURCHASE FURNITURE AND EQUIPMENT ACCORDING TO THESE DIMENSIONS.
EXIST. WOOD JOIST (TYP.
EXIST.
ATTIC SPACE VENTILATION
EXIST. Y2" PLYWOOD WITH
MTL LATH AND STUCCO —
SEALANT APPLIED IN THE
PERIMETER BETWEEN THE
PLYWOOD AND THE S.S.
SHEET METAL
REFRIGERANT LINES
SHEET METAL AND
SEALANT TO ENCLOSE
BOTTOM AND TOP CHASE
.YY�1�'k�x` Xx X z xz
I
O Of
°� > `
m w --
co
i
NEW S.S. SHEET METAL
ENCLOSURE OF REFRIGERANT
PIPE ALONG WALL
)/4" 0 X 1 Y" DRIVE
PINS @ 12" O/C
EXIST. EXTERIOR WALL
EXIST. CONIC. BEAM TOP
SHEET METAL PLATE SEAL
EXIST. CONC. BEAM BOTTOM
Q 10'-10" HEIGHT
NEW S.S. SHEET METAL
ENCLOSURE OF REFRIGERANT
PIPE ALONG WALL
EXIST, EXTERIOR
MASONRY WALL
FASTEN SHEET MTL
ENCLOSURE
Ya" 0 X 1-Y4" DRIVE
PINS @ 12" O/C
CONCRETE PAVING
LEVEL
SIGNAGE SCHEDULE
TAG
NUMBER
NAME
NUMBERS
OTY.
REMARKS
01
GROUP OFFICE
01
1
02
OFFICE -1
02
1
03
OFFICE - 2
03
1
04
IT RACK ROOM
04
1
05
EXIST. MECH/STORAGE ROOM
05
1
06
PROPOSED WORK AREA -1
06
1
07
PROPOSED WORK AREA - 2
0
1
NOTE: FINAL DETERMINATION OF ROOM SIGN NAME TO BE MADE BY OWNER.
NEW SIGNAGE NOTE-
NEW SIGNAGE SHALL BE INSTALLED TO COMPLY WITH
SECTION 703 OF FLORIDA ACCESSIBILITY CODE
CHAPTER 7
FINISH
FLOOR
I SIGNAGE
181#
TYPICAL SIGN HEIGHT A.F.F. DETAIL
SCALE 3/8"=1'-0n
IAIC`I II ATIlIAI
IVIL I/'�L JIVV
TYPICAL DOOR JAMB /HEADER DETAIL
SCALE 3'=1'-0"
INTERIOR FINISH SCHEDULE
ROOM
FLOOR
BASE
WALL
CEILING
REMARKS
ck-
w
m
DESCRIPTION
W
v
m
z L`
4 a
J Ii
C)
w
m
w
Z
CLo
Q¢
VCD O
�I
�
N o
O J
m¢wCD
w
Z Z
�-�
m.-
� I
=O
¢
x
c
.q z
-3:: �-
U F-
01
GROUP OFFICE
0
0
0
0
02
OFFICE - 1
0
0
0
0
03
OFFICE - 2
0
0
0
0
04
RACK ROOM
0
0
0
0
05
EXIST. MECH./STORAGE ROOM
O
O
O
O
O6
PROPOSED WORK AREA - 1
O
O
O
O
07
PROPOSED WORK AREA - 2
O
O
O
1 O
- PAINT ON ALL SURFACES TO BE PAINTED SHALL BE PRIMER COAT AND TWO
FINISHED COATS. COLOR SELECTION BY ARCHITECT & OWNER
DOOR SCHEDULE
TAG
TYPE
OTY.
PANEL SIZE
DESCRIPTION
THRESHOLD
HARDWARE
�1
1
1
3' X 7'
3/811
STORAGE ROOM TYPE
1
3
3' X 7'
OFFICE TYPE
METAL
HIGH ALUM.
(�3
2
1
6' X 7'
PASSAGEWAY LOCK SET TYPE WITH
AUTOMATIC FLUSH BOLT EACH LEAVE
A
1
1
3' X 7'
STORAGE ROOM TYPE
5
0
2
1
EXIST. DBL.
EXISTING HARDWARE TO REMAIN.
DOOR.
EXISTING
REPLACE
EXIST. SGL.
Q
1
1
DOOR.
METAL
DOOR TO
W/NEW
3/8" ALUM.
RETROFIT EXISTING DOOR WITH
PANIC HARDWARE. COORDINATE
EXIST. SGL.
0
1
1
R.
REMAIN
SUPPLIER
__
2
EXIST. ROLL.
J
DOOR.
NOTE: PAINT ALL DOORS USING PAINT FOR METAL DOOR.
COORDINATE WITH PAINT SUPPLIER
T-4"
2 3' /nl�
f�
DOOR
Nlli�il ��
I �
AME
TYPE:1
NEW DOOR TYPES
4.
6'-4"
016
NYARKO
ARCHITECTURAL
GROUP, INC.
AA 002935
CHARLES 0. NYARKO, A/A
AR 15759
5931 NW 173 DRIVE, SUITE 2, MIAMI, FL 33015
TEL: (305) 820-3555 / FAX: (305) 820-3210 EMAIL:
cn@nyarkoarchitects.com
SEAL:
CONSULTANT;
PROJECT NAME AND LOCATION:
ST. LUCIE
ADDRESS: 3158 WILL FEE
ROAD, FORT PIERCE, FL 34982
REVISIONS:
NO. DATE DESCRIPTION:
DRAWING TITLE:
SCHEDULES
PROJECT PHASE: 10OX SUBMITTAL
ISSUE DATE: 9/27/21
DRAWN BY: O.V. REVIEWED BY: C.N.
WORK ORDER NUMBER: ----
SHEET NUMBER
ELEvA-nON VIEW
S.S. SHEET METAL DETAIL
SCALE :1/2"-1'-O"
� • 1
4
EXIST.
CONC.
BEAM
EXIST.
CONC.
BLOCK
WALL
W/STUCCO—
EXIST.
CONC.
SLAB
(TYP.) -
EXIST,
FOOTING
(TYP.) -
NEW HARD CEILING HEIGHT
NEW ACOUSTICAL CEILING HEIGHT
�i
EXIST.
DOOR
BEYOND
CORRIDOR
AREA
DET.2
A8.0 A9.0
16GA MTL STUD
TV SUPPORT
BRACING _
1 I
GRoL7P
L ___T � I
OFFICE AREA
mmoo
mommoo DET.3 F1 F1 F6
A8.0 A9.0
SECTION A
SCALE :1/4'=1'-0'
AIR HANDLE UNIT SECTION
SCALE: 3/8" = T-0'
PROPOSED
WORK AREA - 1
OFFICE-01 0
II i J
4 DRAWER MTL CABINET
BEHIND WALL (TYP.) —
ELEVATION 2
SCALE :1/4"=1'-O'
OFFICE-1 AREA
SEC.D
4.0 A8.0
20
(TYP.)
I,
OFFICE-02 --
�nI
W
ELEV.2
UAl.
7
SEC.A
A4. 01 A8.0
OFFICE-2 AREA
3
ALE-Va -ra
CORRIDOR SECTION
BETWEEN OFFICES
0 MECH. PLAN) EXIST.
E-VIC'r DnnC fll vUlnnn I-1kilc`I I
EXIST. ROOF
EXIST. CONC. BEAM
S.S. SHEET MTL
DETAIL. REFER TO
SHEET A6.0 DET.8
DUCT
1. PLAN)
OUTSIDE AREA
PROVIDE NEW
PENETRATION THRU
MASONRY WALL TO
RECEIVE NEW
CONDENSER LINE
EXIST. CONC.
PAVING PARKING
XIST, FOOTING
NEW ACOUE
FFL
i innv�rvvv uni
A8.0 A9.0
SECTION B
SCALE 1/4"-1'-O"
ELEVATION 1 rELEV.'l""
SCALE :1/4'-1'-0' A4.0 A8.0
SEC.0
A-4 ,01 A8.0
TAG DESCRIPTION
aIMPROVEMENT NOTES
WINDOW SCHEDULE
(REF. TO SHEET SCHEDULE A6.0)
FURNITURE SCHEDULE
F1 (REFER TO FURNITURE, EQUIPMENT
AND ACCESSORY SCHEDULE IN
SHEET A4.0 AND A5.0)
IMPROVEMENT NOTES
TAGS
DESCRIPTION
REMARKS
aIN
THE INTERIOR SIDE OF EXTERIOR WALL, PROVIDE METAL
FURRING STRIPS @ 16" O/C, R-7.3 THERMAL INSULATION AND 5/8"
G.W.B. AND PAINT
EXIST. CONCRETE SLAB: CLEAN AND SEAL SURFACE.
UNDER EXIST. WOOD TRUSSES: PROVIDE NEW ATTIC SPACE THERMAL INSULATION
(FIBERGLASS) WITH PAPER BACK. PROVIDE NEW 5/8" G.W.B. CEILING IN PROPOSED WORK
AREAS AND MECH./STORAGE ROOM. PREPARE G.W.B. CEILING TO RECEIVE NEW SURFACE
MOUNTED LIGHT FIXTURES. (REFER TO ELECTRICAL PLANS.)
HlEXISTING
ATTIC SPACE VENTILATION
NEW INTERIOR PARTITION WALL WITH 3-5/8' MTL STUDS (20GA) @ 16" O/C AND WITH 5/8"
G.W.B. PROVIDE INTERMEDIATE BRACING AT MID -HEIGHT OF ALL NEW PARTITION WALLS
EXCEEDING 8FT IN HEIGHT. COORDINATES THE LOCATIONS OF WALL MOUNTED
FIXTURES/EQUIPMENTS AND PROVIDE SUPPORT BRACING WITH CHANNELS AT POINTS OF
ATTACHMENTS. SUPPORT BRACING TO HAVE CAPACITY FOR 200LBS IN AL DIRECTIONS.
❑6
PROVIDE 6" RUBBER BASE AT ALL WALLS - BOTH EXISTING AND NEW
EKI
PROVIDE SOUND ATTENUATION BATT INSULATION IN ALL NEW STUD WALLS
1ENEW
SUSPENDED 2"X2" ACOUSTIC TILE CEILING WITH ALUMINUM GRID
IN ENCLOSED OFFICE SPACES AND CORRIDOR BETWEEN OFFICES
a
PROVIDE NEW 4" CONCRETE SLAB BASE FOR NEW C.U.
10
PROVIDE CARPET TILE IN NEW OFFICES AREA
1
PROVIDE 5/8" G.W.B. PAINTED OVER EXIST, PLYWOOD FINISH
1 2
NEW DUCTWORK FROM UNITS OVER EXIST. WOOD JOIST. PROVIDE INTERMEDIATE
CHANNEL FASTENED BETWEEN EXIST. WOOD JOIST AT 16" OIC TO SUPPORT DUCTWORK
AS NECESSARY. (REFER TO MECH. PLAN)
13
PROVIDE NEW O/A PENETRATION AND O/A INTAKE GRILL THRU MASONRY
WALL TO RECEIVE NEW O/A DUCT FROM AHU. (REFER TO MECH. PLAN)
1 4
CONDENSER LINE TO TERMINATE 4" ABOVE PAVEMENT.
14.1
NEW REFRIGERANT LINES TO THE TOP OVER EXIST. WOOD JOIST THAT GOES OVER THE
EXIST. CONC. BEAM TO OUTSIDE AND GOES DOWN THROUGH THE S. S. SHEET MTL TO
THE C, U. (REFER TO MECHANICAL PLAN)
15
16GA MTL STUD TV SUPPORT BRACING. PROVIDE BACKING
AS REQUIRED. COORDINATE LOCATION WITH EQUIPMENT
1 6
INTERMEDIATE CHANNEL FASTENED BETWEEN EXIST. WOOD
JOIST AT 48" O/C TO FASTEN MTL STUD RUNNER FRAME WALL
17
BOTTOM TRACK (20GA) W/ 3/16"0 X 1-1/4" POWER DRIVEN
SCREWS @ 16" O/C
18
METAL STUD RUNNER FASTENED TO MTL CHANNEL
1 9
INTERMEDIATE BRACING AT WALLS HIGHER THAN 8'-0" A.F.F.
20
ROOM SIGNAGE (TYP.) REFER TO SIGNAGE SCHEDULE IN SHEET A6.0
21
REPLACE EXIST. THRESHOLD WITH NEW ALUMINUM THRESHOLD
1/2" MAX. HEIGHT.
22
NEW CONDENSER UNITS (REFER TO MECHANICAL PLAN)
23
SOFFIT OVER CORRIDOR WITH 3-5/8" MTL CHANNEL 20GA MIN.
FRAMING 16" O/C WITH 5/8" G.W.B. AND PAINT.
9-s
NYARKO
ARCHITECTURAL
GROUP, INC.
AA 002935
CHARLES O. NYARKO, A/A
AR 15759
5931 NW 173 DRIVE, SUITE 2, MIAMI, FL 33015
TEL: (305) 820-3555 / FAX: (305) 820-3210 EMAIL:
cn@nyarkoarchitects.com
SEAL:
CONSULTANT:
PROJECT NAME AND LOCATION:
ST. LUCIE
ADDRESS: 3158 WILL FEE
ROAD, FORT PIERCE, FL 34982
REVISIONS:
NO. DATE DESCRIPTION:
DRAWING TITLE:
SECTIONS AND DETAILS
PROJECT PHASE: 100x SUBMITTAL
ISSUE TE: 9/27/21
DRAWN BY: ®,VV REVIEWED BY: C.N.
W RDER NUMBER: ----
$FEET NUMBER
Fil Rio us
SCALE 1-1/2"-1'-O'
SECTION
(MONITORING KNEE WALL)
i14.1
RESISTANT
RIAL
HANDLE
WENT
S (TYP.)
DR FRAME
5/8" G.W.B.
-5/8" METAL
(20ga)
JG @ 16" O.C.
NT (TYP.)
DETAIL
NOTE:
INSTALLATION SHOP DRAWINGS REQUIRED. THE
CONTRACTOR IS TO FIELD VERIFY ALL DIMENSION
SCALE :1-1/2'a1'-0"
SEMI -RECESSED
:D
)D CAP
aD
SHIM
EXIST. ROC
EXIST.
CONCRETE
EXIST.
MASONRY'
EXIST.
CONCRETE
EXIST, FO
TYPICAL EXTERIOR WALL
DETAIL SCALE :1/2"-l'-0"
SAFETY YELLOW
FINISH
6" 0 STD.
GALVANIZED
STEEL PIPE
FILLED W/
CONCRETE
FIN. GRADE
VOTE:
STRENGTH OF
_-ONC. TO BE
3000 PSI IN
28 DAYS.
POURED CONC
(3000 PSI)
SCALE :1/,V-T-0"
TYPICAL BOLLARD (-DET 7
DETAIL AS.Q A9.0
PRC
WORK
TYPICAL EXISTING
ET
•�� 'iM�TLAI
TYPICAL FRAME WALL DETAIL
malmil I 14 0 to] tymelelB
ail
EXIST.
WOOD JOIST
HURRICANE STRAP NOTES
1. PROVIDE ONE CABLE AT EACH 180
DEGREE FOR TOTAL OF 2 PER FAN.
2. NO EQUIPMENT PENETRATION
ALLOWED (SCREWS, CLIPS, ETC.)
3. LOCATE TURNBUCKLE SO CABLE CAN
BE TENSIONED WITHOUT DAMAGING THE
FAN.
PROPOSED
WORK AREA-1
RUBBER
TRANSITION STRIP
OVER MTL TRACK
EXIST. SEALED
SURFACE
FLOORING
OFFICES AREA
NEW CARPET OVER
EXIST. CONC. SLAB
TYPICAL CARPET — CONC. SLAB RUBBER TRANSITION
W/MTL TRACK ANCHORED TO CONC. SLAB DETAIL
TYPICAL THRESHOLD DETAIL
SCALE: W-T-Ow
TYPICAL FRAME WALL
EXIST. MASONRY
WALL BEYOND
C.U. SUPPORT SLA
SCALE 1/2' = 1'-0'
COMPACT GRAVEL
B SECTION
NEW CONDENSER UNIT (TYP.)
REFER TO MECHANICAL PLAN
NEW HURRICANE
STRAPS (TYP.)
C.U. ANCHORED TO THE
CONCRETE SLAB (TYP.)
j NEW 4" CONCRETE SLAB W/
8"X8" THICKENED WITH 1 #5
EXIST. ASPHALT
Pg -&
A« «
EXIST. SOIL
TAG DESCRIPTION
IMPROVEMENT NOTES
FURNITURE SCHEDULE
(REFER TO FURNITURE, EQUIPMENT AND ACCESSORY
SCHEDULE IN SHEET A4.0 AND A5.0)
#5 CONT.
NEW CONCRETE
FOOTING (TYP.)
IMPROVEMENT NOTES
TAGS
DESCRIPTION
REMARKS
aIN
THE INTERIOR SIDE OF EXTERIOR WALL, PROVIDE METAL
FURRING STRIPS @ 16" O/C, R-7.3 THERMAL INSULATION AND 5/8"
G.W.B. AND PAINT
L2]
EXIST. CONCRETE SLAB: CLEAN AND SEAL SURFACE.
UNDER EXIST. WOOD TRUSSES: PROVIDE NEW ATTIC SPACE THERMAL INSULATION
(FIBERGLASS) WITH PAPER BACK. PROVIDE NEW 5/8" G.W.B. CEILING IN PROPOSED WORK
AREAS AND MECH./STORAGE ROOM. PREPARE G.W.B. CEILING TO RECEIVE NEW SURFACE
MOUNTED LIGHT FIXTURES. (REFER TO ELECTRICAL PLANS.)
EXISTING ATTIC SPACE VENTILATION
aNEW
INTERIOR PARTITION WALL WITH 3-5/8" MTL STUDS (20GA) @ 16" O/C AND WITH 5/8"
G.W.B. PROVIDE INTERMEDIATE BRACING AT MID -HEIGHT OF ALL NEW PARTITION WALLS
EXCEEDING 8FT IN HEIGHT. COORDINATES THE LOCATIONS OF WALL MOUNTED
FIXTURES/EQUIPMENTS AND PROVIDE SUPPORT BRACING WITH CHANNELS AT POINTS OF
ATTACHMENTS. SUPPORT BRACING TO HAVE CAPACITY FOR 200LBS IN AL DIRECTIONS.
HlPROVIDE
4" RUBBER BASE AT ALL WALLS - BOTH EXISTING AND NEW
EflPROVIDE
SOUND ATTENUATION BATT INSULATION IN ALL NEW STUD WALLS
NEW SUSPENDED 2"X2" ACOUSTIC TILE CEILING WITH ALUMINUM GRID
IN ENCLOSED OFFICE SPACES AND CORRIDOR BETWEEN OFFICES
PROVIDE NEW 4" CONCRETE SLAB BASE FOR NEW C.U.
1
PROVIDE CARPET TILE IN NEW OFFICES AREA
1 1
PROVIDE 5/8" G.W.B. PAINTED OVER EXIST. PLYWOOD FINISH
12
NEW DUCTWORK FROM UNITS OVER EXIST. WOOD JOIST. PROVIDE INTERMEDIATE
CHANNEL FASTENED BETWEEN EXIST. WOOD JOIST AT 16" O/C TO SUPPORT DUCTWORK
AS NECESSARY. (REFER TO MECH, PLAN)
13
PROVIDE NEW O/A PENETRATION AND O/A INTAKE GRILL THRU MASONRY
WALL TO RECEIVE NEW O/A DUCT FROM AHU. (REFER TO MECH. PLAN)
14
CONDENSER LINE TO TERMINATE 4" ABOVE PAVEMENT.
14.1
NEW REFRIGERANT LINES TO THE TOP OVER EXIST. WOOD JOIST THAT GOES OVER THE
EXIST. CONC, BEAM TO OUTSIDE AND GOES DOWN THROUGH THE S. S. SHEET MTL TO
THE C. U. (REFER TO MECHANICAL PLAN)
1 rJ
16GA MTL STUD TV SUPPORT BRACING. PROVIDE BACKING
AS REQUIRED. COORDINATE LOCATION WITH EQUIPMENT
1 6
INTERMEDIATE CHANNEL FASTENED BETWEEN EXIST. WOOD
JOIST AT 48" O/C TO FASTEN MTL STUD RUNNER FRAME WALL
1 7
BOTTOM TRACK (20GA) W/ 3/16"0 X 1-1/4" POWER DRIVEN
SCREWS @ 16" O/C
18
METAL STUD RUNNER FASTENED TO MTL CHANNEL
1 g
INTERMEDIATE BRACING AT WALLS HIGHER THAN V-0" A.F.F.
2�
ROOM SIGNAGE (TYP.) REFER TO SIGNAGE SCHEDULE IN SHEET A6.0
21
REPLACE EXIST. THRESHOLD WITH NEW ALUMINUM THRESHOLD
1/2" MAX. HEIGHT.
22
NEW CONDENSER UNITS (REFER TO MECHANICAL PLAN)
23
SOFFIT OVER CORRIDOR WITH 3-5/8" MTL CHANNEL 20GA MIN.
FRAMING 16" O/C WITH 5/8" G.W.B. AND PAINT.
NYARKO
ARCHITECTURAL
GROUP, INC.
AA 002935
CHARLES O. NYARKO, A/A
AR 15759
5931 NW 173 DRIVE, SUITE 2, MIAMI, FL 33015
TEL: (305) 820-3555 / FAX: (305) 820-3210 EMAIL:
cn@nyarkoarchitects.com
SEAL:
CONSULTANT:
PROJECT NAME AND LOCATION:
ST. LUCIE
ADDRESS: 3158 WILL FEE
ROAD, FORT PIERCE, FL 34982
REVISIONS:
NO. DATE DESCRIPTION:
DRAWING TITLE:
DETAILS
PROJECT PHASE: 100/ SUBMITTAL
ISSUE DATE: 9/27/21
DRAWN BY: O.V. I REVIEWED BY: C.N.
41
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NYARK0
ARCHITECTURAL
GROUP, INC.
AA 002935
CHARLES 0. NVARK0, AIA
AR 15759
5931 NW 173 DRIVE, SUITE 2, MIAMI, FL 33015
TEL: (305) 820-3555 / FAX: (305) 820-3210
EMAIL: cn@nyarkoarchitects.com
SEAL:
E
No. 5
0% STATE OF
®®®®S®`4�O
0 lw-
RID
MAIL.
MWO �'
CONSULTANT:
PROJECT NAME AND LOCATION:
STI Lmwmffo t
4
ADDRESS: 3158 WILL FEE
ROAD, FORT PIERCE, FL 34982
REVISIONS:
NO. DATE DESCRIPTION:
DRAWING TITLE:
z R � WITAR
PROJECT PHASE: 100% SUBMITTAL
ISSUE DATE: 9/27/21
DRAWN BY: ^ARCOS 1 REVIEWED BY: C.N.
MISRAHI
WORK ORDER NUMBER:
SHEET NUMBER
w
NMI
Z M-1
HVAC GENERAL NOTES (REFER TO DN 15 SPECIFICATIONS
ATTACHED TO THESE SET OF DWGS FOR MORE INFORMATION
1. HVAC DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND REPRESENT
EXISTING CONDITIONS BASED ON DRAWINGS AND SITE OBSERVATIONS.
CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL ACTUAL
CONDITIONS INCLUDING, DUCTWORK AND PIPING LOCATIONS AND SIZES.
2. DUE TO DRAWINGS BEING DIAGRAMMATICAL IN NATURE ALL RISERS &
DROPS ARE NOT SHOWN - CONTRACTOR SHALL INCLUDE THESE IN THE BID.
WHERE POSSIBLE ALL RISERS & DROPS SHALL BE CONSTRUCTED USING
45 DEGREE OR LONG RADIUS ELBOWS.
3. PROVIDE AND INSTALL NECESSARY DUCTWORK TRANSITIONS AND PIPING
INCREASERS/REDUCERS AS REQUIRED FOR EQUIPMENT CONNECTIONS.
CONSULT MAANUFACTURER'S DATA FOR ACTUAL DUCTWORK AND PIPING
CONNECTIONS SIZES, INCLUDING, BUT NOT LIMITED TO THOSE SHOWN.
4. PROVIDE MANUAL VOLUME DAMPERS AT ALL LOW PRESSURE BRANCH DUCTS
TO INDIVIDUAL DIFFUSERS AND GRILLES AND TO ALL LOW PRESSURE
BRANCH DUCTS TO REHEAT COILS. PROVIDE DAMPERS AS CLOSE AS
POSSIBLE TO BRANCH CONNECTION TO MAIN. SEE DIFFUSER AND
GRILLE SCHEDULE AND SPECIFICATIONS FOR ADDITIONAL INFORMATION,
5. SCHEDULE NEW CONSTRUCTION WORK WITH THE OWNER WELL IN
ADVANCE. CONSTRUCTION WORK AND DEMOLITION SHALL BE PERFORMED
AT SUCH TIMES AND UNDER SUCH CONDITIONS AS SUITS THE OWNER.
6. ALL FINISHES AND SURFACES TO REMAIN WHICH ARE DAMAGED DURING
CONSTRUCTION WORK SHALL BE REPAIRED OR REPLACED TO THE
SATISFACTION OF THE OWNER AT NO ADDITIONAL COST TO THE OWNER.
7. SEAL ALL WALL, ROOF, AND FLOOR PENETRATIONS AIR TIGHT AT PIPE,
DUCTWORK, AND CONDUIT PENETRATIONS. ALL PENETRATIONS THRU
FIRE RATED WALLS TO BE SEALED AS PER UL DETAILS.
8. DO NOT BLOCK TUBE PULL OR SERVICE SPACE ON EQUIPMENT WITH
PIPING, DUCTWORK, ETC. (FLANGED OR REMOVABLE SECTIONS MAY BE
USED IN SOME INSTANCES WHERE TIGHT CLEARANCES EXISTS).
9. NO PIPING, DUCTWORK, OR CONDUIT SHALL BE INSTALLED UNTIL IT IS
COORDINATED WITH ALL OTHER TRADES AFFECTED. PROVIDE ALL
OFFSETS REQUIRED TO AVOID INTERFERENCES WITH OTHER TRADES;
EXISTING CONDITIONS AND WITH THE STRUCTURE, INCLUDING, BUT NOT
LIMITED TO, THOSE SHOWN.
10. DUCTWORK DIMENSIONS ARE INSIDE CLEAR.
11. FIELD VERIFY TO ELECTRICAL, PLUMBING, FIRE PROTECTION, ARCHITECTURAL
AND STRUCTURAL FOR COORDINATION WITH THESE DRAWINGS.
12. DUCTWORK ROUTED PARALLEL TO A WALL, RATED OR CORRIDOR SHALL BE
INSTALLED WITH MINIMUM 6" CLEARANCE TO ALLOW FOR INSPECTION OF WALL
PENETRATIONS. CONTRACTOR SHALL PROVIDE 12" CLEARANCE WHERE POSSIBLE,
COORDINATE.
13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL WORK
NECESSARY TO PREPARE THE STRUCTURE FOR THE INSTALLATION AND/OR
ANDOANLYO DAMAGED OF THE
I SURFACETS SHALL BEHREPA'IREDENINNGS
AND FINISHED TO MATCH EXISTING.
14. IN ORDER TO MAINTAIN THE EXISTING ROOF WARRANTY, ALL ROOFING WORK
(CUTTING AND REPAIRS) SHALL BE PERFORMED BY THE OWNER'S ROOF WARRANTY
VENDOR (PAID FOR BY THIS CONTRACTOR).
15. ALL DUCTWORK SHALL BE SUPPORTED IN STRICT COMPLIANCE WITH SMACNA OR
FLORIDA MODEL EFFICIENCY CODE, WHICHEVER IS MORE STRINGENT.
16. EXISTING SYSTEMS SHOWN ON THE DRAWINGS ARE BASED ON AVAILABLE RECORD
DRAWINGS. THIS INFORMATION IS ONLY PARTIALLY VERIFIED. THE CONTRACTOR IS
RESPONSIBLE TO FIELD VERIFY AND INVESTIGATE ALL CONDITIONS THAT AFFECTS
THE WORK PRIOR TO SUBMITTING THE BID,
17. INSTALL CONTROL PANELS TO PROVIDE FOR 3'-0" MIN. CLEARANCE IN FRONT
OF PANEL.
18. ALL DIFFUSERS IN SAME SPACE SHALL HAVE THE SAME FULL FACE SIZE USING
LARGEST SIZE REQUIRED FROM DIFFUSER AND GRILLE SCHEDULE.
19. REFER TO ELECTRICAL, PLUMBING, FIRE- PROTECTION, STRUCTURAL, AND
ARCHITECTURAL DRAWINGS FOR COORDINATION WITH THIS DRAWING.
PROVIDE CLEAR ACCESS TO FIRE DAMPERS, SMOKE DAMPERS, VALVES AND
PROVIDE NOA (NOTICE OF ACCEPTANCE) NUMBER OR ENGINEERED
DETAIL OF HOLD DOWN DEVICE TO MEET FBC WINDLOAD FOR ALL
EXTERNAL MOUNTED EQUIPMENT. PROVIDE MANUFACTURERS
CERTIFIED DATA ON ALL EXTERIOR MOUNTED EQUIPMENT DURING
SUBMITTAL PHASE, WHICH INDICATES THAT THE EQUIPMENT CAN
WITHSTAND A MINIMUM OF A 150 MPH WIND LOAD.
ALL NEW RETURN DUCTWORK, EXHAUST DUCTWORK, AND SUPPLY
DUCTWORK WAS SIZED ON THE FOLLOWING CRITERIA:
EXHAUST DUCT MAINS: APPROXIMATELY 0,08" W.C./100 FT, SUPPLY
AIR DUCTS DISCH, SIDE OF TERMINAL UNITS: APPROXIMATELY 0,04
THRU 0.08" W.G./100 FT. RETURN AIR DUCT MAINS:
APPROXIMATELY 0.05" W.G./100 FT. RETURN AND EXHAUST BRANCH
MAINS: 0.03 THRU 0.05" W G./100 FT. SUPPLY AIR DUCTWORK
INLET SIDE OF TERMINAL UNITS: APPROXIMATELY 0.2" W.G./100 FT.
PROVIDE CLEAR ACCESS TO VALVES AND DAMPERS.
CEILING ACCESS DOORS ARE REQUIRED FOR ACCESS TO SERVICE
EQUIPMENT SUCH AS VALVES, AUTOMATIC DAMPERS, FIRE AND
DAMPERS, AND CAV BOXES. COORDINATE CEILING
ACCESS DOOR LOCATIONS AND TYPE WITH ARCHITECT.
ALL DUCTS AND APPARATUS CASINGS ARE TO BE THOROUGHLY
CLEANED BEFORE COILS ARE OPERATED,
26. ALL MECHANICAL SYSTEMS ARE TO BE INSTALLED IN ACCORDANCE WITH ALL
APPLICABLE SECTIONS OF THE NFPA STANDARDS, ANSI STANDARDS, THE LOCAL
BUILDING CODE (FBC-2009), SMACNA, ASHRAE, NFPA 90A ,NOISE & HEIGHT
ORDINANCES, PLANS AND SPECIFICATIONS.
27. ALL MATERIALS SHALL BE NEW AND ALL WORKMANSHIP AND MATERIALS SHALL BE
IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, PRODUCT APPROVAL,
RULES AND ORDINANCES, ANY DAMAGED EQUIPMENT SHALL BE REPLACED OR
28. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, ACCESS
PANELS, CONTROL SYSTEMS, DEVICES, PERMITS AND SERVICES NECESSARY FOR
FURNISHING AND INSTALLING A COMPLETE OPERABLE MECHANICAL SYSTEM.
29. ALL LOUVERS, GRILLES, PIPING, ETC. SHALL BE PAINTED TO MATCH
SURROUNDING COLOR AND TEXTURES AS REQUIRED BY ARCHITECT. VERIFY COLOR
AND TEXTURE WITH ARCHITECT. PAINT ALL EXPOSED MECHANICAL EQUIPMENT
WITH BENJAMIN MOORE EPDXY ENAMEL 182.
30. ALL CUTTING, PATCHING, STRUCTURAL STEEL, WEATHER PROOFING, PAINTING,
AND WALL OPENINGS SHALL BE BY THE GENERAL CONTRACTOR.
31. ALL OPENINGS( IN BUILDING )STRUCTURE, FOR DUCTWORK, PIPING, ETC. TO BE
WITH H LARGER
RE RETARDANT SILICONE FOAMH(E OUCHADSE -FOAM CTC PR PROTECT855 BYACHDASE L
TECHNOLOGY CORP,) UNLESS OTHERWISE INDICATED ON HVAC DWGS.
32. BUILDING HVAC CALCULATIONS ARE BASED ON THE FOLLOWING:
A. INDOOR DESIGN: SUMMER 75 DDB/50% RH, WINTER 72 DDB.
B. OUTDOOR DESIGN: SUMMER 91 DDB/78 DWB, WINTER 42 DDB.
C. BUILDING CONDITIONS:
GLASS U VALUE 1.04
GLASS S.C. 0.80
WALL U VALUE 0.156
ROOF U VALUE 0.052
33. AIR QUALITY SHOULD BE TESTED BEFORE OCCUPA
NCY AND SHOULD BE INSTRUMENTED
AND MONITORED THEREAFTER, OR AT LEAST AT REGULAR INTERVALS
1. REFER TO ARCHITECTURAL PLANS FOR CEILING TYPE.
2. PROVIDE OFF WHITE FINISH (SUBJECT TO ARCHITECT'S APPROVAL).
3. ALL DUCTWORK WHERE ALLOWED BY LOCAL CODES AND AND CEILING RATING SHALL
BE 2" MEDIUM PRESSURE DUCT, SEAL CLASS "C" AND AS FOLLOWS:
A. S/A & R/A - GALVANIZED SHEETMETAL AND DUT LINER FHC 25/50 R=7.4
B. LAB/HOOD EXHAUST AIR - TYPE 316 STAINLESS STEEL
C. OUTDOOR AIR - R6 INSULATED GALVANIZED SHEETMETAL
4. ALL DUCTWORK AND DIFFUSERS SHALL BE RATED FOR THE USE, PRESSURE AND
TEMPERATURE SPECIFIED AND AS REQUIRED BY THE CEILING SYSTEM RATING.
5. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH
SMACNA" STANDARDS AND LOCAL BUILDING CODES AND MDCPS.
6. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS.
7. SEAL ALL DUCTS, JOINTS AND SEAMS IN AN APPROVED MANNER AND INSURE
AGAINST LEAKAGE.
8. PROVIDE ACCESS DOORS AS REQUIRED FOR ALL MECHANICAL EQUIPMENT TO
SERVICE AND VISUALLY CHECK ROTATION OF FANS AND MOTORS, POSITION OF
DAMPERS, REPLACE FIRE DAMPER LINKS, ADJUST OR REPLACE CONTROLS, ETC,
9. PROVIDE VANED ELBOWS IN ALL CASES, SPUTTER DAMPERS WHERE INDICATED
ON DRAWINGS AND VOLUME CONTROL DAMPERS IN ALL BRANCH DUCTS OR DIFFUSER
CONNECTIONS.
10. TERMINAL AIR DISTRIBUTION DEVICES SHALL BE AS FOLLOWS:
CEILING DIFFUSER: EQUIV. TO TITUS MODEL TDC-AA,
RETURN REGISTER: EQUIV. TO TITUS MODEL 355 FL, (ALL ROOMS)
EXHAUST REGISTER: EQUIV. TO TITUS MODEL 50F EGG CRATE, (LAB AREA)
COORDINATION NOTES:
1. AlC CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS WORK FOR SIZE,
LOOCATION, CLEARANCE, ACCESS AND ELECTRICAL CHARACTERISTICS WITH ALL
OTHER TRADES AND TO PROVIDE SHOP DRAWINGS TO THE ENGINEER FOR REVIEW
BEFORE INSTALLATION OF DUCTWORK OR EQUIPMENT. SHOP DRAWING WILL
INCLUDE BEAM OR STRUCTURE ELEVATION & REQUIRED EQUIPMENT ACCESS AREAS.
2. WALL, ROOF, AND CEILING OPENINGS INDICATED ON CONTRACTOR DRAWINGS ARE
NOMINAL DIMENSIONS ONLY AND ALL DUCT,PIPE OR EQUIPMENT PENETRATIONS
SHALL BE SLEEVED AND FIRE RATED AS REQUIRED, ADJUST OPENINGS
3. COORDINATE LOCATION OF CEILING DIFFUSERS, GRILLES AND REGISTERS IN THE
FIELD WITH LIGHTS, SPRINKLERS AND ARCHITECTURAL ELEMENTS.
4. COORDINATE LOCATION OF A/C UNITS, THERMOSTATS, FANS AND DUCTWORK WITH
BUILDING STRUCTURE AND OTHER TRADES SO THAT NO INTERFERENCES OCCUR.
5. IN GENERAL, DUCT OFFSETS HAVE NOT BEEN SHOWN. A/C CONTRACTOR TO
COORDINATE THESE AS REQUIRED.
6. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE
READ IN CONJUNCTION WITH ARCH. PLUMBING, ELECTRICAL AND STRUCTURAL
PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING
OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL
A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR
AT NO ADDITIONAL COST TO THE OWNER,
7. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING,
ORDERING, FABRICATION OR INSTALLATION OF MATERIALS OR EQUIPMENT,
MECHANICAL ROOM NOTES
1. REFER TO ARCHITECTURAL, STRUCTURAL, PLUMBING, FIRE PROTECTION
AND ELECTRICAL DRAWINGS FOR COORDINATING ALL INSTALLED
MATERIALS.
2. EQUIPMENT SIZES AND SERVICES SPACE REQUIREMENTS MAY VARY
BETWEEN DIFFERENT MANUFACTURERS. CONSULT MANUFACTURER
INSTALLATION DRAWINGS SUBMITTED AND APPROVED FOR APPLICATION
WITH MECHANICAL ROOM EQUIPMENT.
I SLEEVE PIPE PENETRATION AT WALLS AND FLOORS.
4. DO NOT BLOCK TUBE PULL OR SERVICE SPACE ON EQUIPMENT WITH
PIPING DUCTWORK, ETC. FLANGED OR REMOVABLE SECTIONS MAYBE
USED IN SOME INSTANCES WHERE TIGHT CLEARANCES EXIST,
5. REFER TO DRAWINGS AND EQUIPMENT SCHEDULES FOR BRANCH PIPE
SIZES TO INDIVIDUAL EQUIPMENT.
6. ALL CAPPED LINES FROM EQUIPMENT SHALL BE IDENTIFIED WITH
STENCILED SERVICE. TYPE WITHIN 3'-0" OF CAP,
7. PIPE DRAIN LINES FROM EQUIPMENT TO NEAREST FLOOR DRAIN.
REFER TO DRAWINGS FOR LOCATIONS OF FLOOR DRAINS.
8. PROVIDE BELT GUARDS FOR ANY EXTERNALLY BELT DRIVEN
EQUIPMENT.
h ECIIANICAL EQUIPMENT NOTES
1. ALL MECHANICAL EQUIPMENT SHALL BE ARI & U.L. LISTED WHERE APPLICABLE
AND RATED FOR THE REQUIRED SERVICE, PRESSURES, TEMPERATURES, AND SHALL
BE PROVIDED WITH ALL NECESSARY TRANSFORMERS, SEALS, VALVES,
CONNECTIONS, ETC. TO FUNCTION PROPERLY.
2. PROVIDE SMOKE DETECTORS WITH ACCESS DOORS IN ALL SUPPLY AIR DUCTS FOR
FANS AND AHU'S OF 2000 CFM OR ABOVE. ALL SMOKE DETECTORS SHALL BE BY
ONE MANUFACTURER; COORDINATE VOLTAGE ETC: WITH ELECTRICAL CONTRACTOR
AND FIRE ALARM SYSTEM BEFORE ORDERING, UPON DETECTION, SMOKE
DETECTORS SHALL SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT.
4. PROVIDE BACKDRAFT DAMPERS ON ALL EXHAUST FANS AND/OR INLINE FANS.
5. PROVIDE VIBRATION ISOLATORS ON ALL MECHANICAL EQUIPMENT AS CALLED FOR
IN THE SPECIFICATIONS, IF NOT SPECIFIED, AS RECOMMENDED BY
MANUFACTURER FOR QUIET OPERATION (WITH 99% ISOLATION EFFICIENCY),
6. PROVIDE A MIN. OF 10' CLEARANCE BETWEEN O/A INTAKES AND VTR OR EXHAUST
OPENINGS.
7. INDEPENDENT CONTRACTOR SHALL TEST AND BALANCE ALL MECHANICAL EQUIPMENT
AIR DEVICES, EXTRACTORS, DAMPERS, AHU'S & FAN RATES, ETC. TO PROVIDE
THE DESIGN QUANTITIES AS SHOWN ON THE PLANS OR SCHEDULES, PROVIDE T &
B REPORT IN ACCORDANCE WITH THE AIR BALANCE COUNCIL STANDARDS, SIGNED
AND SEALED BY A REGISTERED FLORIDA ENGINEER. PROVIDE FINAL BALANCING
FOR ALL SYSTEMS TO SATISFACTION OF OWNER AND ENGINEER.T & B CONTRACTOR
SHALL VISIT JOB SITE DURING CONSTRUCTION TO ENSURE THAT ALL DUCTS,
DAMPERS, ETC, ARE INSTALLED FOR PROPER AND QUIET AIR DELIVERY.
8. THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER AND ENGINEER BEFORE
INSTALLATION.
9. RUN INSULATED CONDENSATE DRAINS AS PER PLUMBING DRAWINGS.
10. MOUNT ALL ROOFTOP EQUIPMENT FOR WIND LOADS AND MOUNTING HEIGHTS AS
REQUIRED BY LOCAL CODES, ALL CURBS SHALL EXTEND 8" MIN. ABOVE FINISHED
ROOF.
11. ALL PIPING AND DUCTWORK SHALL BE SLEEVED THRU WALLS, BEAMS, SLABS,
ETC, AS REQUIRED AND COORDINATED WITH THE STRUCTURAL ENGINEER. REWORK
BAR JOIST CROSS BRACING AND PROVIDE NECESSARY TRANSITIONS AS REQUIRED
FOR DUCTWORK INSTALLATION.
12. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50.
13. PROVIDE MOTOR STARTERS AS FOLLOWS (UNLESS OTHERWISE RECOMMENDED BY
MOTOR MANUFACTURER):
A: PROVIDE OVERLOAD PROTECTION - 1/3 HP AND ABOVE (ALL PHASES).
B: PROVIDE ACROSS THE LINE VOLTAGE STARTING BELOW 25 HP.
14. ALL OUTDOOR EQUIPMENT SHALL COMPLY WITH LOCAL ZONING NOISE ORDINANCES,
MIN. REQUIREMENT SHALL NOT EXCEED A NOISE LEVEL OF 65 DB AS MEASURED
RADIALLY 30 FT FROM THE EQUIPMENT IN ALL DIRECTIONS.
15. FILTERS SHALL BE IN PLACE DURING CONSTRUCTION. PROVIDE A NEW SET
PRIOR TO TEST AND BALANCE AND A FINAL SET AT THE END OF ONE YEAR
SERVICE PERIOD.
16. PROVIDE FLEXIBLE DUCT CONNECTORS, RATED AS REQUIRED, TO ALL FANS, A/C
UNITS, OR MECHANICAL EQUIPMENT.
17. PROVIDE MAINTENANCE AND OPERATION MANUAL ON ALL MECHANICAL EQUIPMENT
OR SYSTEMS. PROVIDE 5 SETS OF SUBMITTALS ON ALL HVAC EQUIPMENT.
SUBMITTALS SHALL HAVE A SUMMARY SHEET SHOWING ALL SCHEDULED
INFORMATION.
18. HVAC CONTRACTOR WILL WARRANTY ALL MECHANICAL SYSTEMS, DUCTWORK,
THERMOSTATS, AND ALL OTHER EQUIPMENT,PARTS AND LABOR UNDER THESE
DRAWINGS AND SPECIFICATIONS FOR A PERIOD OF ONE (1) YEAR AFTER C.O. OF
BUILDING. ANY REPAIRS REQUIRING SYSTEM SHUT DOWN WILL BE DONE DURING
NON OPERATIONAL PERIODS. HVAC CONTRACTOR SHALL COORDINATE WITH ALL
OTHER TRADES PRIOR TO BIDDING AND PURCHASING ANY EQUIPMENT.
MINI SPLIT AC UNIT SCHEDULE (MITSUBISHI)
NOM.
CONDENSE
FAN COIL
TOTA
COOLING/HEATING CF(f l
hl) CONDENSER
DESIGNATIO
ON
SEE
REFRI
MODEL NUMBERODEL
NUMBER
FCU-1
FCU-2
FCU-1
FCU-2
(T0� %H50OLING HEATIN
EIG
(LBS
TBR. CI
MIN- M
EFRIGERANT
XXSUCT SLQD'
iN . CTRI
RVICE
AREA
SERVE
LH
L
FCU/CU-3
0.9
16
R410
MUY-GEO
IVP SY-GE09NA
175/250
9
9
9
10.9
9
9
66
14-15
PER
MANUF.
RECOMMENDAT
208-1-6
ONS
IT ROOM
NU I L5:
1. MITSUBISHI IS THE BASIS OF DESIGN AND THE STANDARD FOR COMPARISON.
2. MECHANICAL CONTRACTOR SHALL SIZE LINES PER MANUFACTURER'S RECOMMENDATION BASED ON ACTUAL ROUTING OF
REFRIGERANT LINES.
3. MANUFACTURER SHALL PROVIDE COMPLETE FACTORY INSTALLED HI/LOW PRESSURE SWITCH, HI CAPACITY DRYER, ANTI-SH
CYCLING DEVICE,
CRANK CASE HEATER, SOLENOID VALVE AND NON -BLEED EXPANSION VALVE.
4. PROVIDE AN AUTOMATIC FLOW SWITCH WITH ALARM /LIGHTIN DICATOR IN EACH OF THE AUXILIARY DRAIN PANS.
5. MANUFACTURER SHALL PROVIDE TEN YEAR COMPRESSOR WARRANTY.
ABBREVIATIONS:
T SR SIDEWALL REGISTER
CD CEILING DIFFUSER
CFM CUBIC FEET PER MINUTE
AHU AIRHANDLING UNIT
CU CONDENSING UNIT
EF EXHAUST FAN
RAG RETURN AIR GRILLE
AC LEGEND:
17/1 SUPPLY AIR GRILLE
RETURN AIR GRILLE
FITI HARDDUCT & TRANSITION
FLEX DUCT
O THERMOSTAT. INSTALL 4' A.F.F.
SD DUCT SMOKE DETECTOR
SPLIT AC UNIT SCHEDULE (TRANE)
DESIGNATI
NOM.
�ON
SEE
EER
REFRI
CONDENSE
AIR HANDLER
TOTA
CFM
COOLING CAPACITY
(MBTU�i6/62 °F
CONDENSER
WEIGH-B
TlE( INCHES 0 D.
(LBS) MIN -MAX SUCT.-LIQ.
AIR HANDLER
MOTO S.P. WEIGH
BHP in. W. .)(LBS)
� KW
ELEeTRI
SERVICE
MODEL NUMBER
TC
SC
AHU/CU-
6
12.9
R410A
TWE0724B
TTA0724D
2400
69.7
56.1
275
23-30
MAN UF.
2
1
323
12
208-3-
AHU/CU-
5.0
16.0
R41 0A
4TTR7060A
TEM6AOC60
2000
58.8
45.5
275
41-60
FiECOMMENDATIO
�4
0.5
168
10
208-1-6
RECOMMENDATIONS
AHU Notes:
1) Provide single piece vertical/horizontal indoor fan coil.
2) Provide factory installed belt driven blower motor.
3) Provide factory installed noncorrosive composite drain pan.
4) Provide factory installed single point power connection.
5) Provide factory installed thermal expansion valve.
6) Provide field installed electric heat.
7) Provide field installed OEM programmable thermostat.
CU Notes:
1) Provide 2 stage single circuit condensing unit.
2) Provide factory installed crank case heater.
3) Provide factory installed phase monitor.
4) Provide factory installed copper tube aluminum fin condenser coil.
O/A CALCULATIONS AS PER FMC 403
AHU-1
5 CFM/P X 20P + 2572 SO FT X 0.06 CFM/SQ FT = 204.32 CFM REQ.
300 CFM 0/A PROVIDED THRU AHU-1
AHU-2
5 CFM/P X 20P + 1720 SO FT X 0.06 CFM/SQ FT = 203.2 CFM REQ.
250 CFM O/A PROVIDED THRU AHU-2
BOTH UNITS ARE TO BE PROVIDED WITH O/A MOTORIZED DAMPER TO BE
OPEN 100% WHEN UNIT IS ON AND CLOSED 100% WHEN UNIT IS OFF
I
A "I
0 L
NYAR.KO
ARCHITECTURAL
GROUP, INC.
AA 002935
CHARLES O. IVYARKO, A/A
AR 15759
5931 NW 173 DRIVE, SUITE 2, MIAMI, FL 33015
TEL: (305) 820-3555 / FAX: (305) 820-3210
EMAIL: cn@nyarkoarchitects.com
SEAL:
�-%o�ogI
0 °° E°
No. 5 ®_
m
m ®° STATE OF kj
0
7f411 m %440�
CONSULTANT:
PROJECT NAME AND LOCATION:
ST. LUCIE
COUNTY
TRAFFIC
OPERATIONS
OFFICES
RENOVATION
ADDRESS: 3158 WILL FEE
ROAD, FORT PIERCE, FL 34982
REVISIONS:
NO. DATE DESCRIPTION:
DRAWING TITLE:
HVAC NOTES
AND DETAILS
I PROJECT PHASE: 100% SUBMITTAL
I ISSUE DATE: 9127/21
tDRAWN BY: MARCOS I REVIEWED BY: C.N.1I
WORK ORDER NUMBER: I
SHEET NUMBER
M-2
IMPORTANT! POST TENSI❑N SLAB.
)KIMP❑RTANT! PREVENT EXERCISE EXTREME CAUTION IN
BENDING OF STRAP AT PLACING INSERTS TO AV❑ID STEEL
90° BEND UNDER LOAD TENSION CABLES.
O
o O a O o O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0
0 O O O O O 0 0 0 0 o O O O O O
o O O 0 O O O O 0 O O O O O 0 0
O O O O O O O O O O O O O O O O O O O O O O O O O
O O
0 = O O 0 O - 0 0 O 0 O O O O
O 0 = O 0 O O = 0 O 0 O O O O
WASHER
EXPANSION SHIELDS wxCONCRETE ANCHORS EXPANSION NAIL
0 0 0 0 O O 0
0 0 0 0 0 00 O 0 0 O
O O O O O O 0
0 O O O O O O O O O O
O a 0 0 0 0 0
0 O O 0 O o 0 O O 0 0
O O O O O O O
0 0 0 O O O O O O O O
x IMPORTANT! PREVENT STRAP
BENDING OF STRAP AT
9CF BEND UNDER LOAD, ASHER
3aw 3b)K
NUT
wx ALSO FOR USE IN HANGING
VAV BOXES AND AIR VALVES (AV)
HANGER S
ASD OF HANGERASTRAME P P S
10 ATI❑N
HANGERS FOR STACKED DUCTS
REINFORCEMENTS MAY BE USED FOR ATTACHMENT
IF IT QUALIFIES FOR BOTH DUTIES
D❑ NOT EXCEED LOAD RATING FOR METHOD USED
HANGER
STRAPS
THREADED ROD 30" DUCTS
& SMALLER
SUPPLY, RETURN, _
& EXHAUST
TYPICAL --- I r
IF
BOLTED
31' DUCTS
& LARGER
SCREWS
MAX, 10' -0" C.
LOW PRESSURE DUCTWORK
HANGER DETAIL
4" MIN CLEARANCE AROUND AHU
WALL STRUCTURE
THERMOSTAT
z_
Cu -u
< a-
GFM
CLOSURE
#10X1-1/4 SHEETMETAL
SCREWS 12" (MAX) O.C.
MIN 2 PER SIDE
GFM
CLOSL
FLANGE 1—Y2" SQ. WASHEF
12" (MAX) O.C. 2
PER SIDE
#10X1-1 /4"-
SHEETMETAL
SCREWS
22 GAUG
SHEETME
1X3
22 GAUGE SHEETMETAL
1X1X1 CHANEL FASTENED TO
METAL FLANGE SPOT WELD TO
GFM CLOSURE EQUIPMENT FLANGE
(OVER POCKET
LOCK AND FLANGE DUCT
DUCT BOARD) BEARING
PLATE GFM
FLANGE ON SHEETMETAL CLOSURE
DUCT, CLINCH LOCK OR
DOVE —TAIL
#10X1-1/4" SHEETMETAL METAL DUCT PER
SCREWS AND 1—Y2" SQ. SPECIFICATION
WASHERS 12" (MAX) O.C.
TO ATACH DUCT BOARD TO 22
GA "J" SHEETMETAL SLEEVES GFM
rl AAIf' r
#1OX1-1/
SCREWS
MIN 2 PE
22 GAUGE SHEETMETAL
1 X1 X1 CHANEL FASTENED TO
METAL FLANGE
REFER TO SMACNA STANDARDS
FOR OTHER TYPES
YPICAL DUCT AND EQUIPMENT
ONNECTION DETAILS
AIR HANDLING UNIT
EXTEND TO AND TERMINATE
OVER NEAREST DRAIN:
SLOP LINE 1/8 INCH
VERTICAL TO ONE FOOT
HORIZONTAL
AHU DRAIN
CONNECTION
SHORT NIPPLE -�
1 rr�
m
MIN. DROP 2 INCHES
�N\ FULL SIZE OF AHU DRAIN
x CONNECTION MINIMUM SIZE
1 1 /4" INCH.
as
�
mFOR BLOW—THRU UNITS:
NOT LESS THAN
TOTAL FAN SP + 1"
FOR DRAW—THRU UNITS: ( UP TO 3 TONS — MIN 2")
NOT LESS THAN OVER 3 TONS — MIN 3"
TOTAL FAN SP + 1"
NOTE: 2X+Y SHALL EQUAL TOTAL FAN SP+2" (MINIMUM)
TYPICAL AIR HANDLING UNIT CASING DRAIN 1-m
SUPPLY AIR DUCT
FLEX -CONNECTION
AIR HANDLING UNIT
---- REFRIGERANT LINES
CONDENSATE DRAIN
_�T j/--
WITH TRAP (3" SEAL)
NEOPRENE PAD
AIR HANDLING UNIT
SUPPORT (1 "X1 "X1 /4"
STEEL ANGLE FRAME)
EXTERIOR SHEETMETAL PAINTED
FLAT BLACK (OR OTHER
COLOR AS DIRECTED
BY ARCHITECT) BY HVAC
CONTRACTOR
BUG SCREEN
PITCH TO
DRAIN
CAULKING
LOUVER BY 15`
GENERAL
CONTRACTOR
MIN 1 1/2"X1 1/2"X1/8" ANGLE
2" MINIMUM
FOR DUCT
CONNECTION
SHEETMETAL FASTENED TO ANGLE 6" ON CENTER
ANGLE FASTENED TO LOUVER AT INTERMEDIATE
SUPPORTS AND FRAMES
CAULKING
NOTES: FASTENED 6"
ON CENTER
10 SUPPORT PLENUM FROM FLOOR OR STRUCTURE ABOVE W/GALVANIZED
STEEL ANGLES AND CHANNELS.
AIRFLOW
DIRECTIO
PLENUM LOUVER CONNECTION
INSULATI
NOTE:
CUT INLET AND
EXHAUST TUBES T
LENGTH SPECIFIE
BY MANUFACTURER
w®
DUCT
INLET TUBE HOLES
FACE UPSTREAM OF
AIR FLOW
.—EXHAUST TUBE
24 GA, META
INSULATION
NOTE 2
12x12 MINIMUM SIZ
DUCT ACCESS DO❑ SMOKE DETECTOR H❑USING
MOUNTED TO SIDE OF DUCT
IN ❑ T E S:
1, DETAIL SHOWS GENERAL INSTALLATI❑N METHODS, REFER TO
INDIVIDUAL MANUFACTURER FOR THEIR SPECIFIC INSTALLATION
AND LOCATION INSTRUCTIONS.
2, STANDOFF BRACKET NOT REQUIRED ON NON -INSULATED DUCT,
DUCT MOUNTED SMOKE DETECTOR
UPPER ATTACHMENT
PER SMACNA
MAX. SAG 1/2" PER FOOT
BETWEEN SUPPORT POINTS
- DUCT SEALER AT 45" TAKEOFF
FLEXIBLE DUCT
45' TAKEOFF OR ROUND OR ROUND BELLMOUTH COLLAR
8'-0' MAXIMUM
BELLMOUTH COLLAR CONNECTION TO MAIN
LENGTH
MOUNT IN SIDE OF DUCT
SLIPPY AIR
ADJUSTABLE CLAMP DUCT
0
MAXIMUM D/8 OFFSET
ALLOWED INN LAST
D INCHES TO DEVICE
WHERE D IS THE
INTERNAL FLEX
DIAMETER
_
SADDLE —�`
SEE NOTE 3 LOCKING VOLUME DAMPER
NECK SIZE TO
MATCH FLEX
ADJUSTABLE CLAMP
DUCT SIZE
INDICATED
DUCT SEALER ALTERNATE TAP LOCATION
FOR DIFFUSER BELOW DUCT
INSULATE TOP PANEL
OF LAPIN DIFFUSER
10
NOTES
CEILING (T-BAR SHOWN.
1. FLEXIBLE DUCTS SHALL BE ONE PIECE AND SHALL NOT BE SPLICED TOGETHER .
GYP. BOAARD SIMILAR)
2. EXTEND FLEXIBLE DUCT INSULATION TO DUCT/DIFFUSER PANEL INSULATION
AND SEAL WITH MASTIC .
AIR DISTRIBUTION DEVICE
LAYIN SHOWN .
3. MINIMUM 1 1/2" WIDE 26 GALVANIZED STRAP HANGER WITH HEMMED EDGES PER
SURFACE MOUNT SIMILAR
SMACNA FIGURE 3-10 .
4. FLEXIBLE AIR DUCT SHALL NOT EXCEED 8 FT. WHEN EXTENDED . ELBOW RADIUS
SIZED FOR NO LESS THAN R / D = 1.0 .
FLEXIBLE DUCT TAKEOFF DETAIL
No Scale
USE ONE OF AVAILABLE POWER INPUTS NOTE:
AUDIBLE/VISIBLE ALARM 1 2 10 12 14 FOR WIRING OF AUXILIARY DEVICES
EQUIVILENT TO SIMPLEX REFER TO MANUFACTURERS
MODEL #4093 AT 120 VAC 24v FVAC INSTALLATION INSTRUCTIONS OR
FOR STAND ALONE APPLICATIONS 220/240 CONTACT MANUFACTURER
FOR COMPLIANCE N 9VAG CONTRACTOR TO PROVIDE CUT
LOCATE IN NORMALLY OCCUPIED
ED AREA OF PREMISES NEAR EACH AUXILIARY ALARM CONTROL CONTACTS SHEET PRIOR TO INSTALLATION
THERMOSTAT OF CORRESPONDING
UNIT s 16 n 18 19 zo
NNO NNO
vUU SYSTEM FAN HVAC
AUXILIARY ALARM CONTROL CONTACTS CONTROL CONTROLFAN
SHOWN IN STANDBY CONTACTS TRANSFER POWER OR
DURING ALARM AS INDICATED BY THE ARROW THERMOSTAT
FIRE ALARM PANEL INTERFACE CONTACTS
a —J NO 9 CLOSEDEIN ONTACTS STANDBY s e n e s zo
LOW VOLTAGE ALARM INITIATION CONTACTS AND ALARM CINTACTS Q
SHOWN IN STANDBY CONTACTS TRANSFER OPEN WHILE DETECTOR No I o) No No U11
DURING ALARM AS INDICATED BY THE ARROW HEAD OR POWER IS U
® 5 m ( + > ALARM SIGNAL REMOVED AND DURING
• 6 (- > AuxluARv Powell RESET AUXILIARY ALARM CONTROL CONTACTS
® 7 SHOWN IN STANDBY CONTACTS TRANSFER
l9 ( + ) AUXILIARY POWER
® � DURING ALARM AS INDICATED BY THE ARROWS
10�
TROUBLE
POWER 15 CONTACTS
DUCT
DETECTOR EQUIVALENT
ATA120 VAC
HVAC FAN CONTROL WIRING
A/C DUCT SMOKE DETECTOR -WIRING DETAIL FOR SYSTEM SHUT -DOWN
LOW PRESSURE SUPPLY AIR DUCT WITH
EXTERNAL DUCT INSULATION (SEE SPECS)
SPIN -IN COLLAR WITH QUADRANT DAMPER
AND 1" STAND-OFF BRACKET
RIGID ROUND DUCT
1/2" STEEL CLAMP (OR PANDUIT STRAP) OVER INNER
LINER OF PREINSULATED FLEX DUCT, WRAP DUCT
TAPE OVER OUTER JACKET TO MAINTAIN INTEGRITY
OF INSULATION.
12 GA. WIRE HANGER (SUPPORT
MUST NOT DAMAGE DUCT OR
CAUSE OUT OF ROUND SHAPE)
BELL MOUTH TAKE -OFF
MIN. 1 DUCT /
DIAMETER STRAIGHT L
RUN TO DIFFUSER
QUANDRANT DAMPER WITH OPTIONAL
STAND-OFF BRACKET. LOCATE
QUANDRANT DAMPER HANDLE TO BE
ACCESSIBLE
4" MIN.
PRE -INSULATED FLEX DUCT
NOT TO EXCEED 5'
TYPICAL CEILING DIFFUSER
CEILING (REFER TO ARCH. PLAN FOR TYPE)
TYPICAL DUCT CONNECTION DETAIL
No Scale
NYARHO
ARCHITECTURAL
GROUP, INC.
AA 002935
CHARLES O. A/YARKO, AIA
AR 15759
5931 NW 173 DRIVE, SUITE 2, MIAMI, FL 33015
TEL: (305) 820-3555 / FAX: (305) 820-3210
EMAIL: cn®nyarkoarchitects.com
SEAL
4�CE ° ®�
® No.5
STATE OF !(�
d
AL
dPBIfl800
CONSULTANT:
PROJECT NAME AND LOCATION:
ST. LUCIE
ADDRESS: 3158 WILL FEE
ROAD, FORT PIERCE, FL 34982
REVISIONS:
NO. DATE DESCRIPTION:
DRAWING TITLE:
HVAC DETAILS
PROJECT PHASE: 100% SUBMITTAL
ISSUE DATE: 9/27/21
DRAWN BY: MARCOS REVIEWED BY: C.N.
MISRAHI
WORK ORDER NUMBER:
SHEET NUMBER
TYPICAL VERTICAL AIR
UNIT DETAIL
N.T.S.
PROVIDE AUX. DRAIN W/
FLOAT SWITCH TO SHUT
DN THE AHU IN CASE OF
CONDENSATE OVERFLOW.
mi
GENERAL REQUIREMENTS
A. DRAWINGS. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY
SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS, UNLESS SPECIFIC DIMENSIONS ARE
SHOWN, THE STRUCTURAL, ARCHITECTURAL, AND SITE CONDITIONS SHALL GOVERN THE EXACT
LOCATIONS, CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS
OF ALL TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED. WHERE HEADROOM
OR SPACE CONDITIONS APPEAR INADEQUATE, CONTRACTOR SHALL, WITHOUT EXTRA
CHARGE, MAKE FIELD MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK
OF VARIOUS TRADES OR FOR PROPER EXECUTION OF THE WORK. SITE CONDITIONS SHALL
GOVERN THE EXACT LOCATION OF ALL ELECTRICAL EQUIPMENT, DEVICES, WIRING, CONDUIT,
ETC.
ONE COMPLETE SET OF DRAWINGS AND SPECIFICATIONS SHALL BE KEPT ON FILE AT THE SITE
FOR THE SOLE USE OF MARKING AS -BUILT DATA. ALL CHANGES SHALL BE MARKED IN RED ON
THESE PRINTS AS WORK PROGRESSES.
PRIOR TO EACH REQUISITION FOR PAYMENT, AS -BUILT PRINTS SHALL BE BROUGHT UP TO DATE
FOR ACCEPTANCE BY OWNER'S REPRESENTATIVE.
THE COMPLETED SET OF AS -BUILT PRINTS SHALL BE DELIVERED TO THE ARCHITECT/ENGINEER
PRIOR TO FINAL PAYMENT FOR INCORPORATION ONTO ORIGINALS.
RISERS ARE DIAGRAMMATIC AND DON'T INTEND TO SHOW EVERY BEND REQUIRED FOR THE
INSTALLATION,
B. COORDINATION. CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND/OR
CONNECT WITH APPROPRIATE SERVICES ALL ELECTRICAL ITEMS SHOWN ON ANY OF THE
ARCHITECTURAL, PLUMBING, AIR CONDITIONING SPRINKLER, INTERIOR DESIGN AND ELECTRICAL
DRAWINGS WITHOUT ADDITIONAL EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS,
INTERFERENCES OR OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE
ARCHITECT/ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE
SUBMITTED.
C. PERMITS. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, STATE SALES
TAX, FEDERAL EXCISE TAX, ROYALTIES AND OTHER TAXES OR FEES AS REQUIRED FOR
INSTALLATION OF A COMPLETE SYSTEM AS OUTLINED HEREIN AND AS SHOWN ON THE PLANS.
THE CONTRACTOR SHALL SECURE ALL NECESSARY LICENSES AND INSURANCE.
D. BASIS FOR BIDS. EQUIPMENT SPECIFIED SHALL BE ADHERED TO. HOWEVER, OWNER
HAS FINAL DECISION ON THE TYPE AND QUALITY OF EQUIPMENT TO BE SUPPLIED.
WITHIN 30-DAYS AFTER THE CONTRACT HAS BEEN EXECUTED, A FORMAL REQUEST FOR THE
SUBSTITUTION OF PRODUCTS IN PLACE OF THOSE SPECIFIED WILL BE CONSIDERED, UNDER THE
FOLLOWING CONDITIONS:
THE REQUEST IS ACCOMPANIED BY COMPLETE DATA ON THE PROPOSED SUBSTITUTION
SUBSTANTIATING COMPLIANCE WITH THE CONTRACT DOCUMENTS INCLUDING PRODUCT
IDENTIFICATION AND DESCRIPTION, PERFORMANCE AND TEST DATA, REFERENCES AND
SAMPLES WHERE APPLICABLE, AND AN ITEMIZED COMPARISON OF THE PROPOSED
SUBSTITUTION WITH THE PRODUCTS SPECIFIED, WITH DATA RELATING TO CONTRACT
TIME SCHEDULE, DESIGN AND AESTHETIC EFFECT WHERE APPLICABLE.
THE REQUEST IS ACCOMPANIED BY ACCURATE COST DATA ON THE PROPOSED
SUBSTITUTION IN COMPARISON WITH THE PRODUCT SPECIFIED, WHETHER OR NOT
MODIFICATION OF THE CONTRACT SUM IS TO BE A CONSIDERATION. IF REDESIGN BY
THE ARCHITECT OR HIS CONSULTANTS IS REQUIRED TO ACCOMMODATE AN ALTERNATE
PRODUCT OR SYSTEM, ALL COSTS OF THIS REDESIGN SHALL BE BORNE BY THE
CONTRACTOR REQUESTING THE CHANGE. IF ADDITIONAL WORK IS REQUIRED BY
OTHER CONTRACTORS TO ACCOMMODATE AN ALTERNATE PRODUCT OR SYSTEM, ALL
ADDITIONAL COSTS OF THIS WORK SHALL BE BORNE BY THE CONTRACTOR
REQUESTING THE CHANGE.
THE REQUEST SHALL BE ACCEPTED OR REJECTED SOLELY AT THE DISCRETION OF THE
OWNER WITH ARCHITECT'S OR ENGINEER'S WRITTEN APPROVAL.
E. CODES & STANDARDS. THE WORK PERFORMED UNDER DIVISION 16 SHALL COMPLY
WITH THE LATEST EDITION AND REQUIREMENTS OF THE FOLLOWING:
APPLICABLE LOCAL CODES AND ORDINANCES, NATIONAL ELECTRICAL CODE, AS
AMENDED BY LOCAL CODE, ALL APPLICABLE FEDERAL AND STATE CODES,
REGULATIONS AND STATUTES, APPLICABLE ENERGY CODE, OCCUPATIONAL SAFETY AND
HEALTH ACT (OSHA), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), NATIONAL
INC.ELECTRICA(UL) LMANUFACTURERS AMER CAN NATIONALS STANDATION ARDS UNDERWRITERS AMERICANS WIT
ITHIES,
DISABILITIES ACT (ADA).
F. MATERIALS & EQUIPMENT. MATERIAL AND EQUIPMENT SHALL BE NEW, STANDARD,
CURRENT PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN THE PRODUCTION OF SUCH
EQUIPMENT, AND SHALL BE THE MANUFACTURER'S LATEST DESIGN.
ALL MATERIALS SHALL BEAR THE LABEL OF THE UNDERWRITERS LABORATORY FOR THE
INTENDED USE OR SHALL BE MATERIALS APPROVED BY THE CODE ENFORCING AUTHORITIES
AND THE ARCHITECT.
FOLLOW THE INSTALLATION DIRECTIONS AND RECOMMENDATIONS OF MATERIAL AND
EQUIPMENT MANUFACTURERS.
ALL WORK SHALL BE PERFORMED BY WORKERS SKILLED IN THEIR RESPECTIVE TRADES AND ALL
MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS. ALL WORK SHALL BE EXECUTED IN A NEAT AND WORKMANLIKE MANNER.
INSTALL EQUIPMENT, INCLUDING SWITCHES, CONTROLLERS, FIXTURES AND TRANSFORMERS
SUCH THAT REMOVAL OR REPLACEMENT MAY BE READILY ACCOMPLISHED WITHOUT DAMAGE
TO EQUIPMENT OR FASTENERS.
G. SUPPORTING DEVICES DEVICES, INCLUDING ANCHORS, FASTENERS, HANGERS AND
SUPPORTS, SHALL BE OF A TYPE DESIGNED OR FABRICATED FOR THE PURPOSE, AND SHALL
ADEQUATELY AND SAFELY SECURE THE MATERIAL AND EQUIPMENT AND PRESENT A NEAT
APPEARANCE. USE DEVICES WITH CORROSION RESISTANT CHARACTERISTICS FOR THE
ATMOSPHERIC CONDITIONS IN WHICH THEY ARE INSTALLED.
H. RACEWAYS & BOXES. ROUTING OF RACEWAYS, INTERCONNECTING OUTLETS AND
HOME -RUNS IS UP TO THE ELECTRICAL CONTRACTOR, BUT AFTER COMPLETION OF THE
INSTALLATION, HE SHALL SUBMIT TO THE ENGINEER AS -BUILT DRAWINGS OF HIS WORK FOR
FUTURE RECORD. DEVICE BOXES SHALL BE INSTALLED FLUSH, CONDUIT SHALL BE CONCEALED
UNLESS OTHERWISE INDICATED. ALL CONDUCTORS SHALL BE IN CONDUIT. FOR
UNDERGROUND/IN-SLAB LOCATIONS USE GALVANIZED RIGID STEEL (GRS) CONDUIT OR
SCHEDULE 40 PVC CONDUIT WITH GROUND WIRE SIZED AS INDICATED OR REQUIRED BY N.E.C.,
STUB -UPS FROM UNDERGROUND/IN-SLAB PVC CONDUIT SHALL BE GRS. UNDERGROUND GRS
SHALL BE COATED WITH TWO COATS OF BITUMASTIC #50 APPLIED WITHOUT THINNING. ALL
SECTIONS OF METALLIC CONDUIT SYSTEM SHALL BE GROUNDED AND ELECTRICALLY
CONTINUOUS. USE ELECTRICAL METALLIC TUBING (EMT) FOR INTERIOR CONCEALED WIRING
AND ELSEWHERE AS PERMITTED BY THE N.E.C. USE FLEXIBLE METAL CONDUIT FOR FLEXIBLE
CONNECTIONS IN ALL WET LOCATIONS. INSTALL A NYLON PULL -CORD IN ALL EMPTY RACEWAYS
FOR FUTURE USE. SIZE ALL GUTTERS AND PULL -BOXES PER NEC 370 AND 374. ALL PULL AND
JUNCTION BOXES SHALL REMAIN ACCESSIBLE AT ALL TIMES.
ALL JUNCTION BOXES SHALL HAVE THE TYPE OF SYSTEM AND VOLTAGE OF CONTAINED
CONDUCTORS STENCILED ON THE OUTSIDE OF THE BOX COVER.
EXAMPLES: POWER 120/208 SOUND
POWER 277/480 CONTROL 120 V
T.V. FIRE ALARM
INSTALL EXPOSED CONDUIT PARALLEL WITH OR AT RIGHT ANGLES TO THE BUILDING LINES.
CONDUIT IN CONCRETE MEMBERS AND SLABS SHALL BE LOCATED SO AS NOT TO AFFECT THEIR
STRUCTURAL STRENGTH. CONCEAL ALL CONDUIT IN WALLS, ABOVE CEILINGS, IN OR UNDER
SLABS OR IN FURRING, EXCEPT IN MECHANICAL AND ELECTRICAL ROOMS.
ROUTE RACEWAYS TO AVOID CONFLICTS WITH THE WORK OF OTHER TRADES.
ALUMINUM CONDUIT WILL NOT BE PERMITTED.
MINIMUM SIZE OUTLET BOX SHALL BE 4" SQUARE BY 1-1/2" DEEP UNLESS APPROVED OR
INDICATED OTHERWISE.
USE CAST METAL OUTLET BOXES WITH GASKETED COVERS FOR ALL EXTERIOR AND FOR ALL
DAMP LOCATIONS.
PROVIDE APPROVED FIRE STOPPING MATERIALS AT ALL CHASES TO PREVENT DRAFTS, AT
PENETRATIONS INTO RATED SPACES, AND OTHER LOCATIONS AS REQUIRED BY CODES.
PROVIDE CABLE SUPPORTS IN ACCORDANCE WITH NEC ARTICLE 300.
PROVIDE EXPANSION FITTINGS IN CONDUIT RUNS CROSSING EXPANSION JOINTS IN THE
STRUCTURE.
I. CONDUCTORS. UNLESS OTHERWISE INDICATED, ALL CONDUCTORS ARE #12 IN 3/4"
CONDUIT. ALL CONDUCTORS SHALL BE COPPER. ACCEPTABLE INSULATION TYPES ARE TW, THW,
THHN, THWN, AND XHHW, WITH USES AS RESTRICTED BY THE NEC. AMPACITIES OF
CONDUCTORS IS TO BE BASED ON ARTICLE 310 OF THE NEC WITH UL LIMITATIONS: 60 DEG.
RATING FOR SIZES #14 THROUGH #1; 75 DEG. FOR #1/0 AND LARGER. CABLES 3/0 AND LARGER
SHALL BE TERMINATED WITH PRESSURE CRIMP CONNECTORS.
FOR 20 AMP BRANCH CIRCUITS GREATER THAN 100 FT. IN LENGTH, ONE WAY, UP TO 200 FT.
USE #10 WIRE; OVER 200 FT., USE #8 WIRE.
INCREASE CONDUIT SIZE AS REQUIRED FOR THE LARGER CONDUCTORS. THIS SUPERSEDES
WIRE SIZES CALLED FOR ON THE DRAWINGS.
CONDUCTORS SIZE #10 AND SMALLER SHALL HAVE INSULATION COLORED FOR PHASES A, B, C,
AND N RESPECTIVELY AS FOLLOWS FOR 3 PHASE SYSTEM:
120/208 VOLTS: BLACK, RED, BLUE AND WHITE
277/480 VOLTS: BROWN, ORANGE, YELLOW AND GRAY
ALL CONDUCTORS OF THE SAME PHASE IN PARALLELED FEEDERS OR SERVICES SHALL BE
SOLIDLY CONNECTED TOGETHER AT THEIR TERMINATION IN A WIREWAY OR SPLICE BOX. MAKE
CONDUCTOR LENGTH FOR PARALLEL FEEDERS IDENTICAL.
THE PHASE DESIGNATION OF ALL SECONDARY CONDUCTORS SHALL BE THE SAME AND SHALL
BE INDICATED IN OR ON ALL 3 PHASE OUTLETS, TRANSFORMERS, PANELBOARDS, AND
DISCONNECT SWITCHES, AND THEY SHALL BE CONNECTED WITH UNIFORM PHASE SEQUENCE.
MAINTAIN A, B, C PHASE RELATION LEFT TO RIGHT WHEN VIEWED FROM THE FRONT.
TAG ALL FEEDER CONDUCTORS AND IDENTIFY MAJOR CONDUITS IN OR AT WIREWAYS, PANELS,
PULL BOXES, SWITCHBOARDS, MOTOR CONTROLLERS, CABINETS AND SIMILAR ITEMS TO ASSIST
IN FUTURE CIRCUIT TRACING. CONDUCTOR TAGS SHALL BE NONCONDUCTIVE, IDENTIFICATION
SHALL CORRESPOND TO THE CONTRACT DOCUMENTS.
COMMUNICATIONS, DATA, AND/OR WIRING WHICH IS NOT INSTALLED IN CONDUIT, AND WHICH
IS ROUTED THROUGH ENVIRONMENTAL AIR SPACES, SHALL COMPLY WITH THE REQUIREMENTS
OF NEC 300-22. PROVIDE TRAPEZE HANGER ASSEMBLY FOR PLENUM CABLES USING 3/8"
DIAMETER HANGER ROD AND CHANNEL ASSEMBLY TO SUPPORT CABLE BUNDLES EVERY 4 FEET.
ALL BUNDLES SHALL BE PROPERLY STRAPPED WITH SELF-LOCKING CABLE TIES. EXPOSED
CABLES SHALL NOT LIE ON TOP OF CEILING TILES OR LUMINARIES.
J. GROUNDING. END -TO -END LIGHTING FIXTURES SHALL BE CONTINUOUSLY BONDED.
GROUNDING CONTACTS OF RECEPTACLES SHALL BE CONNECTED TO A SOLIDLY GROUNDED
CONDUIT SYSTEM OR TO A SYSTEM GROUNDING CONDUCTOR (NOT THE SYSTEM NEUTRAL) BY
A STRANDED COPPER WIRE NOT SMALLER THAN #12 AWG OR SHALL BE GROUNDED IN SOME
OTHER APPROVED MANNER; THE RESISTANCE BETWEEN THE CONTACTS AND SERVICE
GROUND SHALL NOT EXCEED 3 OHMS.
ALL CIRCUITS SHALL HAVE AN EQUIPMENT GROUNDING CONDUCTOR.
K. SAFETY SWITCHES/CIRCUIT BREAKER DISCONNECTS. SAFETY SWITCHES
SHALL BE HEAVY DUTY TYPE KD, FUSIBLE, OR NON -FUSIBLE, WITH POLES, AMPERE, VOLTAGE
AND HORSEPOWER RATINGS INDICATED AND SHALL HAVE SOLID NEUTRALS. LUGS SHALL BE
U.L. LISTED FOR COPPER -ALUMINUM.
ENCLOSURES FOR SAFETY SWITCHES SHALL BE NEMA-1, GENERAL PURPOSE, EXCEPT THAT
SWITCHES INDICATED (WP) WEATHERPROOF, SHALL BE NEMA-3R ENCLOSURES WITH SUITABLE
GASKETS AND BONDING MEANS.
SWITCHES AND DISCONNECT SHALL BE AS MANUFACTURED BY SQUARE "D", OR APPROVED
EQUAL.
CIRCUIT BREAKER DISCONNECTS MAY BE USED IN LIEU OF SAFETY SWITCHES PROVIDING THEY
COMPLY WITH THE SAFETY SWITCH REQUIREMENTS AND ARE SUPPLIED WITHIN THEIR RATINGS
AND A SCHEDULE IS SUBMITTED FOR APPROVAL.
L. MOLDED CASE CIRCUIT BREAKERS. CIRCUIT BREAKERS SHALL CONFORM TO
APPLICABLE FEDERAL SPECIFICATIONS AND NEMA STANDARDS. CIRCUIT BREAKERS SHALL BE
OF THE AMPERE RATING, VOLTAGE RATING, NUMBER OF POLES AND CLASS OR INTERRUPTING
CAPACITY (I,C.) AS INDICATED. INTERRUPTING RATINGS ARE GIVEN IN ROOT MEAN SQUARE
(RMS), SYMMETRICAL AMPERES BASED ON NEMA TEST PROCEDURES. LUGS AND TERMINALS
SHALL BE U.L. APPROVED FOR COPPER -ALUMINUM. ACCESSORIES SHALL BE 120 VOLT.
A.I.C. OF BREAKER TO BE INSTALLED ON EXIST. PANELS SHALL MATCH EXIST.
EACH CIRCUIT BREAKER SHALL HAVE A TRIP UNIT FOR EACH POLE WITH ELEMENTS PROVIDING
INVERSE TIME DELAY UNDER OVERLOAD CONDITIONS AND INSTANTANEOUS MAGNETIC TRIP FOR
SHORT CIRCUIT PROTECTION UNLESS INDICATED AS NON -AUTOMATIC. TRIP ELEMENTS SHALL
OPERATE A COMMON TRIP BAR TO OPEN ALL ELEMENTS. BREAKERS USED FOR SWITCHING
SHALL BE RATED FOR SWITCHING DUTY.
M. WIRING DEVICES. DEVICES SHALL BE AS SPECIFIED IN CONTRACT DOCUMENTS,
INSTALL PLATES AND COVERS ON ALL OUTLETS. INSTALL ALL DEVICES UNIFORMLY IN EACH
AREA.
PLATES SHALL BE ALIGNED VERTICALLY AND HORIZONTALLY AND ALL EDGES SHALL BE IN FIRM
CONTACT WITH SURROUNDING WALL FINISH.
MOUNTING HEIGHTS (TO CENTER LINE OF BOX):
GENERALLY MOUNT RECEPTACLES 18" AFF (ABOVE FINISHED FLOOR) UNLESS NOTED
OTHERWISE,
MOUNT SWITCHES AND DIMMERS AT 48" AFF.
MOUNT OUTLETS OVER MIRRORS 8" HIGHER THAN MIRROR.
MOUNT OUTLETS OVER COUNTERS AND CENTERED IN THE BACK SPLASH WHERE IT
OCCURS; RECEPTACLE SHALL BE HORIZONTAL.
ADJUST OUTLET HEIGHTS IN CERAMIC TILE WALLS TO BE ENTIRELY IN OR ENTIRELY OUT OF THE
TILE. OUTLETS MAY BE HORIZONTAL TO MEET SPACE CONDITIONS.
TEST EACH SOCKET OF EACH OUTLET WITH A DEVICE INTENDED FOR THE PURPOSE.
ALL DEDICATED DATA EQUIPMENT BRANCH CIRCUITS SHALL FEED THIS TYPE OF EQUIPMENT
ONLY AND SHALL CARRY A DEDICATED GROUNDING CONDUCTOR TO THE PANEL TO BE
CONNECTED TO THE GROUNDING SYSTEM.
NOW IN EFFECT FLORIDA BUILDING CODE 2020 EDITION & NEC 2017 EDITION.
WORK IN EXISTING BUILDINGS
THE NATURE OF THIS CONTRACT INVOLVES THE REMODELING OF EXISTING FACILITIES
AND THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY EXACT LOCATION, QUANTITY,
ACCESSIBILITY, ETC, OF EXISTING EQUIPMENT AND CONDITIONS AND COMPARE SAME WITH THE
DRAWINGS AND SPECIFICATIONS AND SATISFY HIM/HERSELF OF THE CONDITIONS EXISTING
PRIOR TO DELIVERING HIS/HER PROPOSAL. NO ADDITIONAL ALLOWANCE WILL BE MADE TO THE
CONTRACTOR DUE TO HIS/HER NEGLECT OR FAILURE TO COMPLY WITH THE SPECIFIED
REQUIREMENTS.
IN EXISTING BUILDINGS, ALL ROOF AND SLAB PENETRATIONS MUST CONFORM TO LANDLORD'S
STANDARD CRITERIA AND SHALL BE SUBJECT TO LANDLORD'S APPROVAL AS TO LOCATION AND
CONSTRUCTION DETAILS. ROOFING AND/OR WEATHERPROOFING OF ANY INSTALLATION AND/OR
PENETRATION MUST BE PERFORMED BY A CONTRACTOR AUTHORIZED BY THE LANDLORD.
CONTRACTOR IS REQUIRED TO MAINTAIN FIRE RATING OF ALL WALL, FLOOR, OR ROOF
PENETRATIONS,
CONTRACTOR IS HEREBY NOTIFIED THAT WORK TO BE PERFORMED UNDER THIS CONTRACT
REQUIRES MODIFICATIONS OF EXISTING ELECTRICAL INSTALLATION WHICH MAY BE IN
USE WHICH WILL REQUIRE THAT ELECTRICAL POWER BE MAINTAINED. LIKEWISE, SOME
WORK MAY NEED TO BE PERFORMER ON WEEK -ENDS OR AFTER HOURS.
CONTRACTOR IS REQUIRED TO COORDINATE THESE REQUIREMENTS AND TAKE INTO
CONSIDERATION IN HIS/HER BID ANY WORK WHICH MAY NEED TO BE PERFORMED ON
WEEKENDS OR AFTER HOURS.
CONNECT NEW SMOKE DETECTORS, FIRE ALARM SPEAKERS, PULL STATIONS, AND ANY OTHER
FIRE ALARM SYSTEM PERIPHERAL EQUIPMENT TO THE EXISTING FIRE ALARM PANEL BY
CONNECTING THE CIRCUITS AT THE NEAREST JUNCTION BOX OF THE SYSTEM. CONSULT WITH
BUILDING FIRE ALARM CONTRACTOR TO ENSURE THAT NEW WORK DOES NOT AFFECT ANY
EXISTING MAINTENANCE OR REPAIR CONTRACTS. NEW EQUIPMENT SHALL BE COMPATIBLE WITH
EXISTING. VERIFY PRIOR TO BID.
ANY WIRING INDICATED AS EXISTING IS BASED ON ORIGINAL CONTRACT DRAWINGS AND IS TO
BE VERIFIED BY CONTRACTOR AT JOBSITE.
IF REUSING EXISTING PANELS, CONTRACTOR IS TO REMOVE AND/OR REPLACE CIRCUIT
BREAKERS IN EXISTING PANELS TO OBTAIN AMOUNT REQUIRED AS A MINIMUM PER PANEL
SCHEDULE. ALL EXISTING EXCESS BREAKERS, IF ANY, TO REMAIN AS SPARES. DESIGNATED
CIRCUIT NUMBERS SHOWN FOR ALL EXISTING PANELS IN BUILDING'S ELECTIRCAL ROOM(S) ARE
FOR IDENTIFICATION ONLY. CONTRACTOR IS TO SHOW ON THE AS -BUILT DRAWINGS THE
CIRCUITS ACTUALLY USED.
IF REUSING EXISTING WIRING, ALL NEW BRANCH CIRCUIT BREAKERS SHALL MATCH EXISTING
CONDUCTOR SIZE. IF CONDUCTOR SIZE IS LESS, REPLACE CONDUCTORS TO MATCH BREAKER.
DEMOLITION
REMOVE EXISTING RECEPTACLES, TELEPHONE, SWITCHES, AND ANY ELECTRICAL DEVICES IN
WALLS TO BE DEMOLISHED. RELOCATE ANY OF THESE DEVICES AS INDICATED OR REQUIRED
BY THE DRAWINGS. PROVIDE ARCHITECT WITH AS -BUILT DRAWINGS
OF FINAL INSTALLATION FOR RECORD PURPOSES. CONTRACTOR IS NOTIFIED THAT NOT ALL
EXISTING DEVICES MAY HAVE BEEN INDICATED ON THE DRAWINGS AND THAT SOME EXISTING
ELECTRICAL DEVICES MAY NOT HAVE BEEN SHOWN IN THEIR ACTUAL LOCATION. CONTRACTOR
IS REQUIRED TO VISIT SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS PRIOR TO
DETERMINING THE WORK THAT NEEDS TO BE ACCOMPLISHED AS PART OF HIS/HER BID.
THE WORK SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, CUTTING, EXTENDING,
CONNECTING, REPAIRING, ADAPTING, AND OTHER WORK COINCIDENTAL HERETO, TOGETHER
WITH SUCH TEMPORARY INSTALLATIONS AS MAY BE NECESSARY TO SATISFY THE DEMOLITION
PROGRAM. APPROVAL SHALL BE SECURED FROM THE LANDLORD/ARCHITECT PRIOR TO
CUTTING/DRILLING ANY STRUCTURAL SUPPORT.
ALL BUILDING CONSTRUCTION AFFECTED BY THE REMOVAL, RELOCATION, INSTALLATION OF ANY
PIECE OF EQUIPMENT SHALL BE REPAIRED AND FINISHED AS REQUIRED TO MATCH EXISTING
CONDITIONS OR AS DIRECTED BY THE ARCHITECTURAL DRAWINGS, SPECIFICATIONS, OR
OWNER'S REPRESENTATIVE,
WHEN ELECTRICAL DEVICES ARE INSTALLED IN PARTITIONS OR CEILINGS TO BE REMOVED, THE
ELECTRICAL CONTRACTOR SHALL DISCONNECT THEM UP TO THE NEXT OUTLET TO REMAIN OR
BACK TO THE PANELBOARD. IF EXISTING TO REMAIN OUTLETS ARE FED THROUGH DEMOLISHED
PARTITIONS OR CEILINGS, THE CIRCUIT SHALL BE REARRANGED TO MAINTAIN CIRCUIT
CONTINUITY. WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT
REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH
ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED AREAS.
ALL ELECTRICAL EQUIPMENT SHALL BE REMOVED FROM STRUCTURE TO BE REMOVED.
ACCESSIBLE RACEWAYS, WIRES, BOXES, SWITCHES, AND OTHER ELECTRICAL ITEMS
ASSOCIATED WITH THIS WORK SHALL BE REMOVED IF NOT REQUIRED FOR NEW EQUIPMENT TO
CONTINUE IN SERVICE.
ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER.
A,1 EXISTING
FPL METER
NEMA 3R
120/208v, 30, 4W.
4 #3/0 THWN-CU + 1 # 6 GND. IN ONE 2"C.
4 #3+ 1 #8 •) 4 #3+ 1 t8
IN 1-1/4"C. •' IN 1-1/4"C.
NEW EXISTING EXISTING
PANEL PANEL PANEL
A.F.F
ABOVE FINISH FLOOR
A.F.G.
ABOVE FINISH GRADE
IWH
INSTANT WATER HEATER
G.F.I.
GROUND FAULT INTERRUPTER
U/C
UNDERCOUNTER
MTD.
MOUNTED
U.O.N.
UNLESS OTHERWISE NOTED
WT
WATERTIGHT
WR
WATER RESISTANT
XMER.
TRANSFORMER
TEL.
TELEPHONE
PNL.
PANEL
TYP,
TYPICAL
LTG.
LIGHTING
FIN.
FINISH
CU.
COPPER
GIRD.
GROUND
FLUOR.
FLUORESCENT
EMERG.
EMERGENCY
FPL
FLORIDA POWER & LIGHT
U.G.
UNDERGROUND
LIGHTING FIXTURE SCHEDULE
SYMBOL
DESCRIPTION
MANUFACTURER
CATALOG NUMBER
MPS
VOLTS MOIJN11NG REMARKS
2'x4' LED PANEL
WESTGATE
TGL-2X4-4OW
LED
120 RECESSED
Al
2'x4' LED PANEL
WESTGATE
TGL•-2X4-4OW
LED
120 RECESSED -
EXIT SIGN
SIMKAR
SELBIGW
INCLUDED
120 WALL -
C
2'x2' LED PANEL
WESTGATE
TGI_-2X2-40W
LED
120 RECESSED -
WITH 90MIN.
C1
2'x2' LED PANEL
WESTGATE
TGL-2X2-40W
LED
120 RECESSED BATTERY BACKUP I
1. LIGHT FIXTURES CAN 13E REPLACED BY EQUAL UL LISTED WITH PREVIOUS APPROVALOF RECORD.
2. PROVIDE i MlNUFACTURER RECOMMENDATION IN ALL FIXTU,,
C
C
W
TYPE: SCARE' D MAIN BUS:_225k_.
SERVICE: 120/208V• 3PH, 4W TI G NEUTRAL: -FULL
MOUNTING: SURFACE MAINS: MCB 200A
POLES: 42 A.I.0 10,000A
OEM
K.VA
NO OEM
K.VA
TRIP
POLE
CON
DUIT
WIRE
REMARKS
CKT
NO
CKT
NO
REMARKS
WIIRE
40 DEM
K.VA
OEM
K.VA
0.2
0.2
20-1
1/2
12
UGHTING CONTROL
1
2
OUTDOOR LTG.
12
1/2
20-1
1.0
1.2
0.6
0.6
20-1
1/2
12
RECEPTACLES
3
4
1AIR COMPRESSOR
8
3/4
40-2
5.2
5.2
1.2
1.2
20-1
1/2
12
ICE MACHINE
5
6
0.2
0.2
20-1
1/2
12 1
REC. PHONE
7
8
1.0
1.0
20-1
1/2
12
PRINTER
9
10
d EXISTING PANEL "8"
3
-1/4
100-3
14.6
14.6
1.0
1.0
20-1
1/2
12
WORK TABLE
11
12
-_
0.8
0.8
20-1
1/2
12
-...- --
REC, K AREA-2
13
14
LIGHTING/MECH ROOM
12
1/2
20-1
0.8
1.0
1
--
1.0
1.0
20-1
1/2
12
-
WORK TABLE
15
16
---------
LIGHTING WORK AREA-1
12
1/2
20-1
0.8
1.0
1
1.0
1.0
20-1
1/2
12
WORK TABLE
171.
18
UGHTING CCTV ROOM
12
1/2
20-1
0.8
1.0
1
1.3
1.3
20-1
1/2
12
RECEPT. OFFICE-2
19
20
UGHTING WORK AREA-2
12
1/2
20-1
0.8
1.0
1.2
1.2
20-1
1/2
12
RECEPT, WORK AREA-1
21
22
RECEPT. OFFICE-1
12
1/2
20-1
1.3
1.3
1.0
1.0
20-1
1/2
12
COPIER CCTV ROOM
23
24
CONVENIENCE RECEIPT.
12
1/2
20-1
0.8
0.8
1.2
1.2
20-1
1/2
12
IT RACK ROOM
25
26
RECEPT. CCTV ROOM
12
1/2
20-1
0.8
0.8
0.6
0.6
20-1
1/2
12
RECEPT. CCTV ROOM
27
28
RECEIPT. CCTV ROOM
12
1/2
20-1
0.8
0.8
29
30
25.6
41.6
100-3
-1/4
3
NEW PANEL •C"
31
32
POWER STRIP
12
1/2
20-3
1.6
1.6
33
34
0.8
0.8
20-1
1/2
12
RECEIPT. WORK AREA-1
35
1 361
SPACE
----
SPACE --
37
1 381
SPACE
SPACE
39
40
SPAN
SPACE
41
42
SPACE
38.7 54.7 29.3 30.3
TOTAL CONNECTED LOAD = 84.00 KVA
TOTAL DEMAND LOAD = 69.00 KVA
IL = 69,000 t 360 a 191.6 A
1 LOADS UNDER SCOPE OF WORK,
PROVIDE ISOLATED GROUND.
191
TYPE: _SQUARE' D
- MAIN!
BUS:
SERVICE: 120/208V. 3PH. 4W
W) NEUTRAL:
FU
MOUNTING: SURFACE
MAINS: MILO
POLES: 24
A.I.0
10 OOOA
DEM
NO DEM
TRIP
CON
WIRE
REMARKS
CKT
CKT
�1140
REMARKS
VARE
CON
TRIP
NO DEM
DEM
K.VA
K.VA
POLE
DUIT
NO
DUrrj
POLE
K.VA
K.VA
1
2
MU-2
6
3/4
60-2
9.3
9.3
14.0
14.0
50-3
3/4
8
AHU-1
3
4
_
5
6ICU-2
8
3/4
50-2
6.0
-
7
8
-
10.0
35-3
3/4
8
CU-1
9
10
MINISPUT
12
1/2
20-2
2.3
2.3
11
12
SPACE
13
14
SPACE
-----
SPACE
15
16
SPACE
-
SPACE
17
18
SPACE,
SPACE
19
20
SPACE
SPACE
21
22
SPACE
SPACE
23
24
SPACE
14.0 24.0
17.6
11.6
TOTAL CONNECTED LOAD = 41.60 KVA
TOTAL DEMAND LOAD ! 2.60 KVA
I L = 25,600 # 360 = 71.1 A
1 LOADS UNDER SCOPE OF WORK.
!J
7
J
AA 002935
CHARLE S 0. NVARK0, A14
AR 16759
5931 NW 173 DRIVE, SUITE 2, MIAMI, FL 33015
TEL: (305) 820-3555 / FAX: (305) 820-3210
EMAIL: cn@nyarkoarchitects.com
SEAL
°°°p0�p0�QOpO69�p^p 6U000ODOORpOPOQp�pppppp
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CARLOS M. 8 "C RI 01 IEZ
FE-55488
CONSULTANT.
PROJECT NAME AND LOCATION:
ADDRESS: 3158 WILL FEE
ROAD, FORT PIERCE, FL 34982
REVISIONS:
NO. DATE DESCRIPTION:
DRAWING TITLE:
PROJECT PHASE:
100% SUBMITTAL
ISSUE DATE:
8/24/21
DRAWN BY: O.V.
T
REVIEWED BY: C.N.
WORK ORDER NUMBER:
----
SHEET NUMBER
E-1.V
i
■ w
U.
CONC.
PAVING
_ CONC. i A4,6 I
PAVING 126Q� I
I I� I
Aq
A24 A24
PAANNEL •C' At
E)USTINg
PANEL A'
A15
Att A24 ,,
PROPOSED
WORK AREA - 2
A24
GFI
C6 8
.60
i i ---- - -------_
o
cu-z�
0
CUI'$ ON 11 4 ❑ A13 A13
CONIC. PAD o Q�
46
cu-1 A35
o AHU-2
Jv Li
_ 2
C7,9,11 �CZ4
AHU-1
ACI
EXISTING
MECH/STORAGE ROOM
Ez
EXIST. 4 ATwi°0'SA.F F.
PARKING A30„A32,A34
SPACE
Ali
PROPOSED
WORK AREA- 1
Alt
IL CONC.
PAVING PAVING
A21 A28' -
A28
A21 A21 A21 A2
CCTV
A19 A22 CAMERA +�
OFFICE-2 OFFICE-1 COVER
A AN
26
3-A.F.F.+36'A.F.F.
A4 Al A � RACK --._..--- - ----
ROOM MINISPLIT
} AHU-3
+ O.F."s g C1O.12
i F
F - _ C10,12
_�M NSPLIT CU-3
fo
ON CONCRETE PAD
I
EXISTING AREA (N.I.C.)
PAVING
CONC.
PAVING
EL PLAIN.
0 2' 4' 8' 16'
1 /8"=1 —0" SCALE
CONTROL Y
P40TOCE
mVP
------------
rum
A�
Alp At0 A20
;
i � I
i
rA20 TA"20 PA20 ---- ----
I i i
-----------------
A20 A 20
At6 rA16 i
...
;
;
i p�
A16 PA16
- I
rAl tAls w' EXISTING
C0NTR0I. 8Y
PHOTOCELL
1 --
-----------------
EXISTING A�
OCELL
COOTTROL BY
OCELLAZ A16 A16 18
1
'4
(V
'-- A14 A14' 1 -18
® i
;
A141
18 18
L lu" H T I N G* ' " P L A IN.
0 2' 4' 6' 16'
- ---
1 /8"--1 '-0" SCALE
l
PARKING
LOT
LIGHTING IS EXISTING TO
REMAIN.
2. OCCUPANCY SENSORS SHALL
• MINUTES OF ALL OCCUPANTS
3. EGRESS ILLUMINATION MEETS MINIMUM 1 FC ASS PER • •
4. ALL MARKED RECEPTACLES (*) SHALL BE CONTROLLED THRU ASTRONOMIC TIMER
SWITCH SET TO TURN THE RECEPTACLES OFF WITHIN 20 MINUTES AFTER AREA
IS UNOCCUPIED. ALL CONTROLLED RECEPTACLES
TO VISUALLY DIFFERENTIATE -• ROLLED RECEPTACLES.
ASHRAE 90.1
5. EXITS SIGNS & EMERGENCY LIGHTS TO COMPLY
NOTE:J
SYMBOLSNOT ALL .;.. , USTED
PROJECT.APPLY TO THIS 0,
DOCUMENTS FOR SCOPE OF WORK.
ELECTRICAL SYMBOL LEGEND
0 LIGHTING FIXTURE TYPE
& WALL MOUNTED LIGHT FIXTURE
13 RECESSED 2'x2' LED LIGHT FIXTURE,
RECESSED 2'x2' LED LIGHT FIXTURE WITH BATTERY BACKUP.
SURFACE MOUNTED LED LIGHT FIXTURE.
SURFACE MOUNTED LED LIGHT FIXTURE WITH
BATTERY BACKUP.
----- LED COVE LIGHTING
EXIT LIGHT - DIRECTIONAL ARROWS AS INDICATED
EMERGENCY LIGHTING UNIT WITH BATTERY BACKUP.
EXIT SIGN / EMERGENCY LIGHT COMBINATION UNIT.
WITH BATTERY BACKUP.
DUPLEX RECEIPT. - NEMA 5-20R (18" A.F.F.TO CENTER)
ocm DUPLEX RECEIPT. CEILING MOUNTED.
ot OUADRUPLEX RECEPT. - NEMA 5-20R.
SINGLE RECEPT. - NEMA 5-20R (18" A.F.F.TO CENTER)
SPECIAL RECEIPT. - RATED AS NOTED,
MASTER CONTROL SWITCH. TO CONTROL ALL PERMANENTLY
INSTALLED LUMINAIRES & SWITCHED RECEPTACLES IN
SLEEPING UNITS, AS PER FBC-E C405.2.3.3.
POWER & DATA SUPPLY VIA POWER POLE.
TV CAN OUTLET, COORIDNATE MOUNTING HIGH.
FUSIBLE DISCONNECT SWITCH POLES,
AMPS AND FUSES AS SHOWN
NF INDICATES NON -FUSED
MOTOR (1 PHASE)
,1 JUNCTION BOX
SINGLE POLE SWITCH - 20 AMP
(48" A.F.F.TO CENTER)
3 THREE WAY SWITCH (48" A.F.F. TO CENTER)
D DIMMER SWITCH (48" A.F.F. TO CENTER)
TWO POLES SWITCH.
SINGLE POLE SWITCH - W/OCCUPANCY SENSOR
(48" A.F.F.TO CENTER)
ELECTRICAL METER
PANELBOARD (6'-0" AFF TO TOP)
DATA/TELEPHONE OUTLET
L:J TIMER
DL LIGHTING CONTACTOR
!.� DOOR CALL LIGHT. HEARING IMPAIRED ROOMS.
sue- PUSH BUTTON FOR DOOR CALL LIGHT.
OCCUPANCY SENSOR CONTROL DEVICE.
cos) (LIGHTING CONTROL).
® SMOKE DETECTORS TO BE MULTIPLE STATIONS
POWERED 120V WITH BATTERY BACK UP AND A
MINIMUM OF 36 INCHES FROM ANY AC GRILLES,
Y PLAN
AA 002935
CHARLES O. NVARK0, AL4
AR 157aP
5931 NW 173 DRIVE, SUITE 2, MIAMI, FL 33015
TEL (305) 820-3555 / FAX: (305) 820-3210
EMAIL: ennyarkoarchltects.com
SEAL
CONSULTANT:
PROJECT NAME AND LOCATION:
OFFICES
ka, � M�i T1 I
ADDRESS: 3158 WILL FEE
ROAD, FORT PIERCE, FL 34982
REVISIONS:
NO. DATE DESCRIPTION:
DRAWING TITLE:
4
PROJECT PHASE: 100% SUBMrV44.L
ISSUE DATE_ 8! 1
DRAWN BY: O.V. I REVI E BY: C.N.
WORK ORDER NUMBER: ----
SHEET NUMBER
E0
■