HomeMy WebLinkAbout4035 Correia Dr (2)14
ZEP DATE
l� K6
,,Mj/N�R ELLS
'HALL COMPLY WITH
CODES
ILDING CODE,
.ECTRIC CODE, AND
HYRHILLS ORDINANCES
HARRINGTON RESIDENCE
REVISED GARAGE PLAN
09 /29/16
CONTACT
RYAN WHITMER
813.997,3776
CONDITIONED OFFICE SPACE
CONDITIONED STORAGE SPACE
CONDITION MEZZANINE SPACE
CONDITION MANUFACTURING
TOTAL FLOOR AREA
TOTAL OCCUPANCY
4918 /100
49 PEOPLE
660 300
2 PEOPLE
4260 300
14 PEOPLE
14882 /500
30 PEOPLE
24720 SQ. FT.
95 PEOPLE
OCCUPANCY CLASSIFICATION: FACTORY GROUP F 2 LOW HAZARD
CONSTRUCTION TYPE: VB
FIRE PROTECTION: SPINKLED BUILDING
PLUMBING FIXTURES EXCEED REQUIREMENT PER TABLE
403.1 FLORIDA BUILDING CODE 2014 5TH EDITION PLUMBING
GENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2014 FLORIDA BUILDING CODE
5TH EDITION AND THE 2014 FLORIDA BUILDING CODE - RESIDENTIAL 5 TH EDITION.
ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN
OF THIS STRUCTURE.
THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS:
FLOORS: SLAB:
LIVE LOAD - 40 P.S.F. LIVE LOAD - 50 P.S.F.
DEAD LOAD - 10 P.S.F. DEAD LOAD - 10 P.S.F.
ROOF:
LIVE LOAD - 20 P.S.F.
DEAD LOAD - 10 P.S. F.
WIND:
BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2014 FLORIDA
BUILDING CODE, RESIDENTIAL 5TH ADDITION - SECTION R301.2.1.1. AND 2014 FLORIDA BUILDING
CODE5THADDITION SECTION 1609.1.1.
COMPONENT & CLADDING WIND LOADS
WIND DESIGN ASSUMPTIONS:
BU�LD�NG EXPOSURE - B
BU LD NG RISK CATEGORY - 11
MEAN ROOF HEIGHT 30'OR LESS
HEIGHT & EXPOSURE ADJUSTMENT
COEFFICIENT = 1.0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT 0.18
WIND SPEED SHOWN AT THE BOTTOM RIGHT
CORNER OF THIS SHEET
ALL STRUCTURAL ELEMENTS, EXTERIOR
WALLS AND INTERIOR WALLS SHALL BE
TYPE V CONSTRUCTION PER FBC 602.5
SOIL BEARING & COMPACTION:
ALL OTHER
BUILDING
ROOF OVERHANG
COMPONENT
ZONE
LOADS
LOADS
1
N/A
+32.3/-35.3
2
-65.7
+32.31-56.2
3
-110,6
+32.3/-89.0
4
NIA
+35.3/-38.2
5
N/A
+35.31-47.2
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
(MINIMUM) . THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
ON THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
FOUNDATION LOADING.
ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
NOR PERFORMING ANY SOIL TESTING.
ARKAY ENGINEERING, INC. SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
THE BUILDING LOADS.
FOUNDATIONS & SLAB -ON -GRADE:
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
COMPACTED AND TERMITE POISONED SOIL.
CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2,500 P.S.I.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 251,
FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR.
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER
FINAL SITE GRADING) . THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
MASONRY WALLS:
CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90
AND SHALL HAVE A MINIMUM FM OF 1,500 P.S.I.
MORTAR SHALL CONFORM TO ASTM C-270 AND SHALL BE EITHER TYPE M OR S
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR.
GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
OF 3/8", PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A.MINIMUM 28 DAY COMPRESSIVE STRENGTH
OF2,500P.S.I. (WHEN TESTED PER ASTM C-1 019) -
PROVIDE CLEAN -OUT OPENINGS (12 SQ. IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
THE GROUT POUR EXCEEDS 5 FEET!N HEIGHT.
SOIL TERMITE TREATMENT:
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
APPLIED TO SOIL, OR WOOD, BAITING G�STE`!F, OR OTHER APPROVED PROTECTION LABELED FOR
USE ASA PREVENTATIVE TREATMENT -C. NE�A`CONSTRUCTION.
A "CERTIFICATE OF COMPLIANCE" SHALL BE 1SSUFD TOTHE BUILDING DEPARTMENT BY A LICENSED
PEST CONTROL COMPANY BEFORE A "CERTIFICA1 E OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
SHALL STATE
A
'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. THE TREATMENT IS IN ACCORD,'�NCE WITH THE RULES AND LAWS OF THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
IF A REGISTERED TERMITICIDE BAIT SYSTEM ISTO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
ABOVE DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
BACKFILLING & COMPACTION ARE COMPLETE
ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
(INCLUDING ANY BOXED OR FORMED AREAS) -
BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
ADEQUATE SIZE & DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
INITIAL TREATMENT.
A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
SHALL BE REQUIRED
ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
AN EXTERIOR VERTICAL CHEMICAL B,*�RRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION ANY SOILS DISTURBED AFTER THE
VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
BUILDING SIDEWALLS
AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
CEMENTITIOUS FINISHES LESS THAN 5/3 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
FOR FUTURE TERMITE INFESTATIONS
SAFETY GLAZING:
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
ASSEMBLIES.
GLAZING INDOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
THAN 60 INCHES ABOVE THE DRAIN INLET.
(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
FINISHED FLOOR OR WALKING SURFACE.
(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
DESCRIBED IN ITEMS (2) AND (3) ABOVE, THAT MEETS ALL OF THE FOLLOWING
CONDITIONS:
A) EXPOSED AREA OFAN INDIVIDUAL PANE GREATER THAN 9 SQ. FT.
B) BOT70M EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
PLANE OF THE GLAZING.
D) ONE OR MORE WALKING SURFACES V;`ITHIN 36 INCHES HORIZONTALLY OF THE
REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
HANSON & HEADLEY
PROFESSIONAL ENGINEERS
ENGINEERING BUSINESS NO. EB6450
PO BOX 1728 5290 S. ROMANS AVE.
DADE CITY, FL 33526 INVERNESS, FL 34452
(352) 521-5848 (352) 726-2332
PROPOSED MANUFACTURING FACILITY FOR
SUNRISE PROPERTIES INC
SITE LOCATION
L01__*f*ATI0N MAP
PLAN TO COMPLY WITH FLORIDA FIRE PREVENTION CODE 5TH EDITION
CONTRACTOR PROVIDE SIGN DESIGNATING IF FRAME CONSTRUCTION ROOF
CONTRACTOR TO PROVIDE 77ACTILE SIGNS AS REQUIRED
INTERIOR FINISHES
TAB LH 803�9
INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY'
. ......
SPRINKLEREV
NONSPRINKLERED
GROUP Interior exit stairways, interior
an romps and exit
passageways','
Corridors and
enclosure for exft
access stairways
and exit access
ramps
ROOMS and
unclosed
spacot-
Corridors and
Interior etat stairways, enclosure for axe
interior exit rarnps and exit acces� stairways
passagewayv` and exit access
ramps
Rooms and
enclosed
spacee
A-) & A-�_i B
B
C�_
A Ad
B,
A -3, A-4, A-5 B
B
C
A A`
C
T_ 1`4, R -I B
C
C
A B
C
R-4
C
C
A B
B
F i C
C
C
B C
I C,
H B
B
cp
A A
B
1-1 B
C
C
A B
B
1-2 B
B
A A
1-3 A
. ......... .......
A A
B
1-4 B
B
A A
B
C
C
C
B B
C
C
C
C
C
S C
C
C
B B
U No re�trictions,
No restrictions
For SI: I inch 25.4 rout, I �qutlrc foot 0,0929 rn2,
a. Class C interior finiqh nlatcrials,�hall be permitted for woinsconntg of panelirg of not more thar, J,000 squart feet of applied surface area it, the grade lobby
where applied duvotly to a noncombustible ba,c arover nurring stripsapplied to a noncombustible base and fireblocked as requiredby Section 80111-1.
b. In other than Group 1-3 occupancieOrt buildings le,�i lbuld three. szories aboveerade olarle, Class B interior fimsh fOrqoosprinklered building,, and Clas, C
,m in imerior t�xfl stinwaysand ramps.
pt, illed
c, RequirettteniF� for rm=5 and cuclosedspac��--, shall bv based upon sptl�c� enelo�ed by parfitjorts� Wher�,a fiuc-resiglance ratin.
i's lequired for structural
_jc�rucuts, the cnclu�,utg paoitiolls shall extend froo)'k floor to the Ceiling. tinw do MIT COTTIPIV with this qball be considereei enclosing spaces and the
romns orsinices on both sides shall he uonsidered one, in deterluirring the apphcablereallirements for rooms and, enclosed spaces, the spef..,ific. occupancy
thercof shall be, the goveming factor regardless of[he gro.upolamficalionof!'re building orsnucture.
d Lobbv areas in Group A-! � -A-2 and A-3 occupancle,,hali ncx be 1,-,ss iban Class b unatrials.
Class C oucrior fuli"I" ulawrials shall be pernnaed in places ofassomblh vvith an occupant load of 300 persons o- less.
f. For pmce.�offelipnus worship, wood used for oinarriontal purposcs, unSdeS'Pancling or chance' fUrn'ShjngShalt be permitted.
g. Chlss B Tualcrial j, required where, the building exceeds twostones.
h- Class C interior fluish annenak shall be permilled inadmillistrative 81;4ces,
i. Clais C interior finish materials shall b,- pernritted in roorns with a capacity ol foul peniolli of Ics'.5.
-s abovc the finished floor in corridom mid exii stairways and
Cla.is B ntaterinissballoc Permitted ll� wainscotting extending not more than 48 inch, -
ramps.
k. Finish mairnals as providtd forin other section,, of duscode,
Applies when invecind by an automatic sprimdei �;vsterriidstalled in accordance with Sectior,903.3.1.1 or%B.L12�,
PLANINDEX:
SHEET B1 : MAIN LEVEL FLOOR PLAN
SHEET B2: MEZZANINE LEVEL FLOOR PLAN
BUILDING ELEVATIONS
SHEET B3: BUILDING CUT SECTION DETAIL
INTERIOR WALL SECTION DETAIL
EXTERIOR DOOR AND WINDOW SCHEDULE
INTERIOR DOOR SCHEDULE
FLOOR TRUSS PLAN
STAIR SECTION DETAIL
SHEET B4: FOUNDATION PLAN
FOOTING DETAILS
SHEET P1 FIXTURE LOCATION PLAN
SANITARY DRAIN LINE PLAN
SANITARY RISER DIAGRAM
WATER RISER DIAGRAM
PLUMBING FIXTURE SCHEDULE
ADA FIXTURE DETAILS
SHEET M1 : MECHANICAL FLOOR PLAN LAYOUT
SHEET M2: MECHANICAL DETAILS
SHEET El MAIN LEVEL LIGHTING PLAN
MEZZANINE LIGHTING PLAN
SHEET E2: MAIN LEVEL POWER PLAN
MEZZANINE POWER PLAN
SHEET E3: LOAD CALCULATIONS
PANEL SCHEDULE
ELECTRICAL RISER DIAGRAM
ELECTRICAL NOTES
SHORT CIRCUIT CALCULATIONS
SHEETLS: LIFE SAFETY PLAN
loo�
0
SC>D
ALL WC)Rr< 3HALL Fr-lr;'Q! Y WITH
6� 03S PREVAILING COLD�..
FLORIDA BUILDING-. oi
NATIONAL ELECTRIC C;C1,)CL, AND
�2 CITY OF ZEPHYRHILLS ORDINANCES
45) , �Z_ 61-3
2
01" OL�mm SR7
PAN DY
FiWWATON 4RKAY ENGINEERINC-s INC:,
D E S I G N S I N C structural eneinsers
IS55 E. Edgewood Drive, Lakeland Fl 33803
RESIDENTIAL AND COMMERCIAL BUILDING DESIGNS
hone 863-688-6500 Fax 863-&aa-40551
13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523 State of Florida C:ertif Icate of Authorization EIB6341
OFFICE 352-523-2077 FAX 352-567-2070 Richard L Kfdde� F-E, - Florida License 312e&
ARKAYO 168131
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ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
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FOR 139 MPH WIND ZONE RISK CATEGORY 11
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FLORIDA LICE E NUMBER 37296
1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2014 5TH EDITION AND ASCE 7-10 B 3
FOR 139 MPH WIND ZONE RISK CATEGORY 11
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FOR 139 MPH WIND ZONE RISK CATEGORY If
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PLUMBING FIXTURE SCHEDULE
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OR SINK
ONE ELECTRIC HOT WATER ON DEMAND UNIT
FOR MOP SINK, AND ALL SINK IN RESTROOMS
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DEMAND UNIT FOR THESE TWO
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SINK SINK
HOT WATER ON DEMAND
UNIT FOR THIS MENS AND
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ALL PIPING TO BE SCHL 40 PVC
HOT WATER ON DEMAND UNIT FOR THIS
MENS, WOMENS. AND PRIVATE RESTROOM
WATER RISER DIAGRAM
NOT TO SCALE
ALL PIPING TO BE CPVC OR EQAULL
STRUCTURAL ENGINEERS
ARKAY ENGINEERING INd.
bV
RICHARD L. K DEY P.E.
FLORIDA LICE IEEE NUMSER 37296
1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS
WERE PREPARED BY ME OR UNDER MYDIRECT SUPERVISION
ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE
FLORIDA BUILDING CODE 2014 5TH EDITION AND ASCE 7-10
FOR 139 MPH WIND ZONE RISK CATEGORY 11
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EQUIPMENT SCHEDULE
UNITS
TONS
MIN, REQ'D CAP
C;OND.ENT.EVAf=
C;,F,M.
BEER
MANUFACTURER
MODEL NUMBER
TOT.MBH
HTG, KW
DB OF
1115 OF
1-5
r;"O
5-1.0
10
50
lo-1
Ic300
14.0
CARRIER OR EQV.
CH14N5OroO1FX4DNFOroIL
r0--1
4,o
46.0
10
50
ro-1
1533
14,0
CARf;RIER OR EQV.
CH14N5O4&/FV4GNOOro
AIR BALANCE SCHEDULE
AHU I
OUTSIDE AIR INTAKE C;FM
+151
SUFFILY AIR CFM
+11300
RETURN AIR-C:FM
-1143
TOTAL BUILDING FREBSURE
11011 cf=m
AHU 2
OUTSIDE AIR INTAKE C:FM
+352
SUPPLY AIR CFM
+11300
RETURN AIR C:FM
-1510
EXHAUST C:FM
-200
TOTAL BUILDING FRE55URE
11011 GFM
AHU 3
OUT51DE AIR INTAKE C:FM
+211
6UPPLY AIR C:FM
+11300
RETURN AIR C:FM
-IrOBC3
TOTAL BUILDING PRESSURE
11011 GFM
AHU 4
OUTSIDE AIR INTAKE C:FM
+102
SUPPLY AIR CFM
+11300
RETURN AIR CFM
-Mie
TOTAL BUILDING PRESSURE
11011 cf:m
A14U 5
OUTSIDE AIR INTAKE CFM
+162
SUPPLY AIR C:FM
+11300
RETURN AIR C-FM
-1-1315
TOTAL BUILDING PRESSURE
11011 cf:m
AHU ro
OUTSIDE AIR INTAKE C:FM
+3roa
6UPPLY AIR CFM
+1533
RETURN AIR CFM
-11(05
EXHAUST C:FM
-150
TOTAL BUILDING PRESSURE
11011 CFM
AHU 7
OUTSIDE AIR INTAKE C-F-M
+208
6UPPLY AIR CFM
+1533
RETURN AIR CFM
-1325
TOTAL BUILDING PRESSURE
11011 CFM
FAN SCHEDULE
FAN*
MFG/MODEL
TYPE
C:FM
VOLTS
AHU
2
EF-1(4)
NUTONE / QT50 or Eqv.
CEILING EXH.
I E0
120
ro
EF-1(3)
NUTONE / QT50 or Eqv.
CEILING EXH,
50
120
OUTSIDE AIR CALCULATION
AHU
MFG AREA
SQ. FT. AREA
CFM/F`RSN + CFM/FT 2
MIN,
O'A. CIPM
1
2612
0,0 X ro + O(o X 2612
151
AHU
MFC-4 AREA
5Q, FT, AREA
CPM/FR8N + CFM/FT 2
MIN,
O,A, CFM
3030
0,0 X ro +'Oro X 3030
182
—2
AHU
MFC:S AREA
5Q. FT. AREA
CFM/FRSN + CFM/FT 2
MIN,
O,A, CFM
3510
0,0 X ro + 'Oro X 3510
211
—3
AHU
MFG AREA
5Q. FT. AREA
CFM/F'RSN + CFM/FT 2
MI
O,A, CFM
4
3030
0'0 X (0 + '0(0 X 3030
182
AHU
MFG AREA
6Q. FT. AREA
C:FM/FRSN + CFM/FT 2
MIN,
O'A' CFM
5
2100
0,0 X ro + 06 X 2100
162
AHU
OFFICE AREA
SQ, FT, AREA
CFM/F`RSN + CF-M/FT 2
MIN,
O,A. CFM
ro
3110
5,0 X 13 +'Oro X 3110
210
AHU
OFFICE AREA
SQ, FT. AREA
C:FM/FR5N + CFM/FT 2
MIN,
O,A. CFM
1
24ro&
5.0 X 12 + 06 X 2465
200
MECHANICAL GENERAL NOTES
1. DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH THE LATEST SMACNA EDITION AND
FLORIDA BUILDING CODE MECHANICAL CODE 2014.
2, PROVIDE ALL MECHANICAL EQUIPMENT WITH MANUFACTURER'S RECOMMENDED SERVICE AREA CLEARANCES.
3, IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC: ONLY AND SHOULD NOT BE SCALED.
4, AIR DEVICE LOCATIONS MAY BE ADJUSTED IN COORDINATION WITH LIGHT FIXTURES.
5, DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. DUCTWORK DIFFUSERS REGISTERS, GRILLES AND
OTHER ITEMS OF T14E AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR COILING SUSPENSION SYSTEM.
(o, PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT AIR HANDLING UNITS. SLOPE CONDENSATE LINES 1/&" PER FOOT,
CONDENSATE LINES SHALL BE PVC 5CH 40. ALL CONDENSATE DRAIN TRAP DETAIL.
1, ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE 2014"FLORIDA BUILDING CODE MECHANICAL
MECHANICAL NOTES:
1, PROVIDE MANUAL DAMPER AT ALL BRANCH CONNECTIONS, SEE DETAIL,
2. ALL MECHANICAL WORKS AND INSTALLATIONS SHALL COMPLY WITH FLORIDA MECHANICAL CODE, ASHRAE AND SMACNA STANDARDS
3, COORDINATE DIFFUSERS AND GRILLE LOCATIONS WITH OTHER TRADES.
4, ALL FLEX FIBERGLASS INSULATION R-6, INSTALL PER LATEST SMACNA STANDARDS.
5. OUT61DE AIR INTAKES EXISTINGI CONFIRM ARE MIN, 10 FEET FROM ANY EXHAUST OR PLUMBING VENTS.
(o, COORDINATE ALL MECHANICAL WORK INCLUDING EQUIPMENT DUCT WORK OR PIPING WITH ARCHITECT AND OTHER TRADES PRIOR TO WORK.
1, ALL INSULATION, MATERIAL, COVERINGS, ADHESIVES, VAPOR BARRIERS NOT TO EXCEED 25 AND SMOKE DEVELOPMENT NOT TO EXCEED 50
5. DUCT TAPES SHALL CONFORM TO NFPA c3OA, FLAME5FREAD CLASSIFICATION.
S. EXHAUST DUCTS MUST TERMINATE IO'HORIZONTALLY FROM OR 3'ABOVE ALL AIR INTAKES.
10, T-STAT LOCATION(S) TO BE DETERMINED BY INSTALLING HVAC CONTRACTOR.
11. CONTRACTOR TEST AND BALANCE AIR DISTRIBUTION CFM AS LISTED.
HVAC
6FECIFICATIONS:
EXHAUST FANS:
FURNISH EXHAUST FAN WITH PERFORMANCE AND CAPACITIES AS LISTEI-D ON THE DESIGN DRAWINGS,
AIR DISTRIBUTION EQUIPMENT. FURNISH SUPPLY AIR DIFFUSERS AND RETURN AIR REGISTER WITH MANUAL BALANCING DAMPERS
DUCTWORK: PROVIDE AND INSTALL AIR DISTRIBUTION SYSTEM AS INDICATED IN DESIGN DRAWINGS.
ALL PLENUM RIGID SUPPLY AIR AND RETURN AIR DUCTWORK SHAH BE D54xlOxl/2-8O0 DUCTWORK EXTERNALLY
WRAPPED WITH 2" THCK R-ro FIBROUS GLASS DUCT WRAP WITH AND FSX VAPOR BARRIER. ALL FLEXIBLE SUPPLY
AIR AND RETURN AIR DUCTWORK SHALL BE CONSTRUCTED TO R-ro REQUIREMENTS. ALL EXHAUST AIR DUCTWORK SHALL BE FLEXIBLE
ALUMNIZED DUCT. ALL OUTDOOR AIR DUCTWORK SHALL BE GALV STEEL SNAPLOCK. ALL DUCT AND INSULATION JOINTS SHALL BE WITH
GLASS FAB AND APPROVED MASTIC FABRICATED AND SUPPORT ALL DUCTWORK IN ACCORDANCE WITH SMACNA. DUCT DIMENSIONS
REFERENCED ARE CLEAR INSIDE DIMENSIONS. FLEXIBLE DUCT 15 THE SAME AS THE NECK SIZE.
APPLY 2" THICK 0,15 FOUND DENSITY F15ERGLASS INSULATION WITHAN FSX VAPOR BARRIER AND GLASS FA5 AND MASTIC TO THE
TOPS OF ALL SUPPLY AIR DIFFUSER AND REGISTERS.
ALL DUCT BRACES SHALL BE EQUIPPED WITH MANUAL VOLUME DAMPERS WITH THE REGULATORS ACCESSIBLE.
CONDENSATE PIPING - ALL CONDENSATE PIPING SHALL BE WHITE SCHEDULE 40 PVC ALL HORIZONTAL PIPE SHAH
BE INSULATED WITH SOLVENT WELDED OR THREADED FITTINGS.
SPRING 4 NEOPRENE
TYPE VIBRATION
ISOLATORS
TYP, 3/8" HANGING
ROD'6 (THREADED)
COORDINATE W1
STRUCTURAL ENGINEER
AND OR ARCH, ON
HOW TO FASTEN
TO STRUCTURE
MOUNTING CLIPS OR
UNITS CONNECTION TO
5UPPORT RODS AS
RECOMMENDED BY MFG,
ELECTRIC: HEAT
ASSEMBLY
FLEXIBLE DUCT
CONNECTOR
SUPPLY
AIR DUCT
TRANSITION AS REQUIRED
PzRoviDE 24" SERVICE
CLEARANCE FOR ALL
ACCESS PANELS
A,H,U, HANGING DETAIL
N.T.8, AHU-CH
TRANSITION AS REQ'D,
RETURN AIR DUCTWORK
OUTSIDE AIR DUCT W1
OPPOSED BLADE DAMPER
FILTER 4 RACK ASSEMBLY
2" DEEP GALV, DRAIN PAN 2"
LARGER THAN UNIT ON ALL 4
SIDES. STRAPPED TO A,H.U.
CONDESATE DRAIN AND TRAP
REFRIGERANT LINES TO
CONDENSING UNITS
INSULATE SUCTION LINE)
AUX, DRAIN
TURNING VANES,
(TYPICAL)
RUSKIN OR---/
EQUIVALENT
180' OR 90* SUPPLY THROUGH
THROUGH ROOF
LOOR OR WALL, W/TURNING
OA INTAKE GRILL
VANES,
W/SITE
(TYPICAL)
F1 Qr-,
FABRICATED
-FLEXIBLE
CONNECTION
CONNECTOR,
(T
1 YPICAL)
METAL WALL CAP
W/ BACKDRAFT DAMPER
AND BIRD SCREEN
L-j
-j
FLASHING ANDJ
SEAL WALL CAP fy-
0
r w
W
l`--
x
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12 ga. HANGER WIRE
ME L SUPPO T
STRAP MIN. 1\" WIDE
-- BACK DRAFT
DAMPER
FAN
HOUSING
WALL z
OPENING CEILING
/RRFEMOVABLE GRILL
EXHAUST FAN DETAIL
IN SUSPENDED CEILING
SCALE: N.T.S.
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UNIT CONDENSATE DRAIN
PAN: INCLUDES FLOAT
0 CD SWITCH WIRED FOR UNIT
0 0 HUT DOWN, PROVIDE CLEAN
U HUT DOW N P'
0
0 OUT, TO CONDENSATE WELL
OUT ' To CO D
STEEL FRAME W/G90
STEEL FRAME
< 0 SHEET METAL AND 1 - EXTERIOR 5UILGING WALL
SHEET METAL '4
E— ---� INTERIOR I" PVC CONDENSATE PIPE
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INSULATED
di
0
z
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PLENUM
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LOCATION x
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i n
LU
0 FLOOR JOIST, SEE I I
12
FLOOR JOIST, SEE FRAMING FOR SPECIFIC MIN.
FRAMING FOR SPECIFIC ------------ LOCATION, UNIT IS
L7
LOCATION, UNIT IS LOCATED UPSTAIRS ON
7 TURNED EL50W
LOCATED UPSTAIRS ON MEZZANINE FINISH FLOOR rA5OvE GRADE
MEZZANINE
SUPPLY OR RETURN THROUGH FLOOR,
TURNING VANES, RETURN SPECIFIC TYPE INSTALLATION,
WITH DIVIDER DAMPER GRADE AT
5UILr
CONSULT WITH FRAMING LANSCAPS
(LOCATION MAY VARY) CONTRACTOR FOR REQUIRED FRAMED FOUNDATION
OPENINGS THROUGH BEARING WALL
TO ACCOMADATE DUCT WORK CONDENSATE DISF'OSAL
(TYPICAL SECTION, UPFLOW UNIT ON STAND) AT EXTERIOR GRADE
VERTICAL AHU DETAIL: ON FLOOR OR MEZZANINE SCALE: N.T.S.
U) CV)
N.T.S.
L6
M L6
z C) C;
Lii z
< 0
Provide 4" pvc sleeve at
pennetration and seal ends
watertight
Refrigerant lines metal
straps secured to
Building wall
Install as )Der F5CM
Secure condensing unit to Protective metal jacket
concrete pad with I" wide paint to match Arch.
cIalvanized shestmetal straps Condensing unit -N
min. 22 gauge, *10 screws
3/4" lone with gasketed
washers/ TaL--pm 114" x 1
1/2" ,
For units between 24" and
36", three screws shall be
used per side.
I
\�Neoprene vibration isolators - optional
4" concrete housekeeping pad
C,ondensing Unit 'Mounting [)Stail
N,T,S.
(2) 2X6 F.T. BOLTED TO TOP
OF- BRACKET WITH (2) 1/4",<2" rrPICAL UNIT WITH (1) 1/4"Xf"
BOLTS AT EACH END LAG BOLT MOM BASE OF UNIT
INTO 2Xro P,T. BELOW AT
EACH COR14ER
RU55ER VIBRATION PAD
RP 3/4' - 2'W
RP 3/8" - 2"X2"
ALL BRACKETS TO BE 3/I6'X3"X3"
ALUMINUM C14ANNEL MAIERIAL WELOW --------- ------------- SECURE BRACKETS TO BLOCK
1\ EXPANSION BOLTS OR TO WOOD
AT ALL JOINTS WALL WITH (2) /2"X4" REDHEAD
0
0
WALL WITH (2) 1/2"x3l' LArs BOLTS
-.4-
ALUMINUM WALL MOUNT CONDENSER UNIT BRACKET
NOT TO SCALE
W
0
LL
0
TYPICAL SPIN -IN FITTING W/DAMPER LL Z
DRAW BAND FOR INTERIOR LINER
SUPPORTS 5 ft. MAX. DISTANCE co
2 In. WIDE MIN, z W
TYPICAL DIFFUSER
EXTERIOR LINER, SEAL AND FASTEN TO DUCT TRUNK W
AS PER 2014 FLORIDA MECHANICAL CODE SECTION roO3 a —
DUCT TRUNK 0
TYPICAL FLEX DUCT INSTALLATION LL
NO SCALE 0
z W
W
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Z
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0
a.
0
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0
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FL 33526
T 1L., 38654
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H H C V' Time Cl:)ck C _j Q0
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X1 X G
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Lts. above G SaSb
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G Ea E,
E,
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S4 LOBBY z
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A A A A A A A A A A A A A
0
Meter j z
C
STUDIO ROOM
0
Panel Ll 5
E Eb Eb
Li
Panel I? To To
Fused Disconnects LC1 LC2 E, jEb > <
Verify overide switch
L1 -5 Ll Ll —5 location w/Owners OFFICE j z
AF AL_ L)
X,3 :�l X3 I I /(Typical 3) 0
X X 7 X417� U)
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Lj
H H L H k ------
Mount Floods C
@ 15' AFG;
(Typical)
CANTILEVERED ROOF CANOPY LINE
LIGHTING PLAN 1/81 =I I Oil
Panel L4
X.3
00
L4- -1
CK
(361 L6
D, D, D. D, D, D,
M LO
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lij z
FIXTLIR� SCHEDULE co
0
MARK MFG. CATALOG NUMBER LAMPS REMARKS
A TEXAS FLUORESCENTS HBC DFFR N127W1800L W30 DMV 40K 127W/LED Verify Mounting
B TEXAS FLUORESCENTS 555 MIN 48L F57W540OL DMV 35K WH 57W/LED Wall
C TEXAS FLUORESCENTS MJJ7L1 4W750L5OKBZ 14W/LED Wall 42" HIGH SAPETY R LING
D TEXAS FLUORESCENTS C48L F32W4050L DMV 40K 32W/LED Strip T
E TEXAS FLUORESCENTS 207 A 4 48L F48W4800L DMV 40K 48W/LED Wraparound Db Db Db
F TEXAS FLUORESCENTS SMC6L1 5W1 1 OOL30KWH 15W/LED Surface Wet
G TEXAS FLUORESCENTS 207 A 2 48L F24W2400L DMV 40K 24W/LED Wraparound
H TEXAS FLUORESCENTS DC 1 50L42W342L5OK 42W/LED Wall Pack 00-0
i TEXAS FLUORESCENTS OUTMW1 5W1 20OLD1 20WH40K 15W/LED Surface OPEN STORAGE AREA 0
X 1 EELP EM1 —LED LED EMERGENCY LIGHT NON AIR CC NDITIONED LL
X2 EELP CAC 1 RWW LED EXIT/EMERG. LIGHT X4
X3 EELP IMWB-12V65 9W/PAR36 EMERGENCY LIGHT ING
X4 EELP XC1 RW—LED—HO LED EXIT/EMERG. LIGHT
X5 EELP SPCA— 1 RW LED EXIT U
NOTES: 1 . All Lighting and Switching to meet Florida Energy Code requirements. < a < L)
2. All Lighting to be verified with Owners z
3. Lamp color index is to be verified w/Owners before purchase. To S, Sb
4. All Emergency Lighting to be wired ahead of any switching or time clock/lighting contactors. U) . below
D L4-1
5. Other Light Fixtures being equal and approved by Owner are permitted. 0 (D
6. Fixture package available thru Illuminating Specialists. Phone 727-378-7541, Jim Olender �L Via time clock
W z Uj
'M 42'HIGH. &AFETY PJ LING
<
0—
< 0
Db Db ID LL
Db b
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z
STORAGE AREA
0
z
< ct
Da D,
0
Db Db
LU
JAANSO
0
CANTILEVERED ROOF CANOPY LINE
11011
MEZZANINE LIGHTING PLAN 1/8
T,L..HA 654 1
P.0, 26
-FT-
Ll -2 4
wP
GFI
48"
48"
48"
48
L1 -39,41 Ll -35,37
(2)8,1 OG,3/4"C (2)8,1 OG,3/4"C
HP5 HP4
L1 -2
60/2 60/2 WP
TNF/3R GFI
F NF
Meter
C=
J:j Panel Ll
Panel L2
Fused Disconnects
Machine Recept.
48-d
F
Ll -36,381 "C Qt
48 (2)4,1 OG,
H 114]
L2-39 WH WH L2-41
8.8N, 1 OG,3/4"C 8.8N, 1 OG,3/4"C
� Z.
D.F�d
GFI F_ --A V7� '1'7'(;Fl
Machine Recept. 3
L2 3,5
(3)12,12N,12G,3/4"C
1.33
Machine Recept. 2
AHU's in Manuf. suspended
from ceiling. Refer to Mechanical
Plan. (Typical)
Ll -40,42
(2)4,1 OG, 1 "C
E5 �
100/2 48
NF
Ground
Lighting
Neutral
A
Load "a"
I
Hot
L
0
5
Lighting
-_
_:C__=r_
Load "b"
Button 17'
0 Button 2
0
2 Button
Wall
Switch
Sensor
1 CIRCUIT
WALL
SWITCH
WITH a/b
SWITCHING
SWITCH DETAIL
NTS
It. 9
(3)12,12N, 1 2G,3/4"C
L2-2,4,6
;11 Machine Recept. 8
R
L2-7,9,11
(3)12,12N,12G,3/4"C
7,9
�:j Machine Recept. 7
7
Machine Recept. 6
Machine Recept. 13
48" 171
Ll-12
NOTE:
Sewing Machine loads to be field
verified. Allow for multiple machines on
one circuit as permitted. Add additional
20/1 breakers as required to
accommodate maximum 75 machines.
Locations of J-boxes for Sewing
machine power and number of units to
be verified with Owners before
installation.
Machine Recept. 12
L2-8,10,12
(3)12,12N, 1 2G,3/4"C
MANUFACTURING AREA
8,10
�-j Machine Recept. 11
8
Ll -31,33 Ll -27,29
(2)8,1 OG,3/4-C (2)8,1 OG,3/4"C
HP3 HP2
Ll -2
60/2 V6012 WP
)F F GFI
NF/3R N
AHU2
4;�
Machine Recept. 18
100/2
NF
Ll -28,30
(2) 4,8G, 1 "C
17
Machine Recept. 17
L2-13,15,17
(3)12,12N,l 2G,3/4"C
;11 Machine Recept. 16
L2-14,16,18
(3)12,12N,12G,3/4"C
14,16
�:j Machine Recept. 15
14
Ll� 263
4�31 �41 "'C
(2 -
Machine Recept. 10 Machine Recept. 14
#1 A
10 100/2
NF
1 '4V 48"
ELECTRICAL SYMBOLS
S - SINGLE POLE TOGGLE SWITCH
S,3 - 3-WAY SINGLE POLE TOGGLE SWITCH
S a - "a/b" INDICATES LIGHTS TO BE SWITCHED
- TIME CLOCK OVERIDE SWITCH (MAX. 2 HR)
- HUBBELL OCCUPANCY SENSOR LHMTS (OFFICES)
- HUBBELL OCCUPANCY SENSOR OMNIDT 2000 RP(CONFERENCE RM.,OPEN AREAS
(3) - HUBBELL OCCUPANCY SENSOR OMNIUS SERIES (LARGE RESTROOMS)
(3) - HUBBEL OCCUPANCY SENSOR LHUS SERIES (SMALL RESTROOMS)
(5) - HUBBELL OCCUPANCY SENSOR LHMTD (OFFICES) (SEE SWITCH DETAIL)
Z - HUBBELL OCCUPANCY SENSOR IWSZP (CLOSETS)
0 - HUBBELL OCCUPANCY SENSOR LHD-IRS (DIMMABLE)
- SIMPLEX RECEPTACLE
- DUPLEX RECEPTACLE
ett
=1fl? QUADRAPLEX RECEPTACLE
TV/MONITOR CABLE/VERIFY TERMINATION W/OWNERS. 3/4" C TO TERMINATION
GFI - GROUND FAULT INTERRUPTER
WP - WATER PROOF 3R - NEMA 3R
NF - NON -FUSED NL - NIGHT LIGHT
E:]J - DISCONNECT SWITCH
- ELECTRICAL PANELBOARD
- EMERGENCY LIGHTING/EXIT SIGN W/BATTERY BACKUP
EMERGENCY LIGHTING-W/BATTERY BACKUP
RESTROOM EXHAUST FAN
2 VOICE (CAT 5)/2 DATA (CAT 6) OUTLET
DATA & COMMUNICATIONS TO BE VERIFIED W/OWNERS
TC - TIME CLOCK
@ - PHOTO ELECTRIC SENSOR
L1 - 19,21 L3-35,37 L3-39,41
(2)8,1 OG,3/4"C (2)8,1 OG,3/4"C (2)8,1 OG,3/4"C
HP1 HP6 HP7
Ll -2
60/2 WP 60/2 n60/2 Panel L3
V GFI
NIF/3R NF/3R NF/3R
6
4.L
48" L3-'22
WH
H 4V2!
TW, GFI
48' L3-19 FF& H SUPPLIES
ES
t. 237 ME71 L3 31,33 SUPPLI OOM
.8N, 1 OG,3/4" jCj 7COPY ROOM
(2)8.1 OG,3/4"C
WOMENS
Ll -4,6
(2)12,12N,12G,3/4"C D.F.
GFI L3-42
L
Server
L3-25 Verify
location :1
___rl
1
WH L3-27
Ll - 16,20 GFI 8 8N, 1 OG, 3/4' <1 L3-36
opier
Ll-14 (2)12,12N, 1 2G,3/4"C 11�
GFI
20 42"
GFI 20
2
0
GFI
48" GFI
GR 42" L3-18,20
8. (2
4
(2)12,12N,l 2G,3/4"C
t. 22 Ll -25
t W� -1
L2-20,22 L3-14
(3)12,12N, 1 2G,3/4"C
'[Kj�Machine Recept. 21 pt. 25
L2-19,21,23
L2-25
(3)12,12N,12G,3/4 C
19,21
�cj Machine Recept. 20
19
�hrj Machine Recept. 19
48
pt. 24
L2-24
48"
LANDING
48"
L1 -8,10
(2)12,12N,l 2G,3/4"C
48"
Ll -24,26
(2) 4,1 OG, 1 "C
100/2
NF
IJD21�, dal I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
-'s") WP
GFI
Ll -2
CUBICLE
CUBICLE
CUBICLE
OFFICE
L3-12
WP
�__ GFI
L1 -2
L3-6
OFFICE
L3-30,32,34
(3)12,12N, 1 2G,3/4"C
/34
OFFICE
L3-16
L3-8
OFFICE
3
�1224i226082G,3/4-C lk�
OFFICE
26,28
28
L3-1 0
"I
STUDIO ROOM
OFFICE
(Fh WID
GFI
Ll -2
CANTILEVERED ROOF CANOPY LINE
POWER PLAN 1/81 1 loll
r-
CANTILEEVERED ROOF CANOPY LINE
1 11011
MEZZANINE POWER PLAN 1/8
HAIV,
LOSE
0j
71
NO, 38654
FIL 33526
< CD
0
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- C�'
0 1,-
_j CO
LL L?
04
CO
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zM
UJ
LU
d
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co
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00
co
z
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UJ
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LL
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PANEL Ll SCHEDULE 10,000 AIC
SERVES
LOAD
CB/P
CKT
CB/P
LOAD
SERVES
OA OB I 0C_
OA OB OC
Manuf. Lights
1416
20/1
1
2
20/1
1080
Exterior Bldg. Recept.
Manuf. Lights
826
20/1
3
4
20/1
720
Manuf. Gen. Recept.
Manuf. Lights
1100
20/1
5
6
20/1
720
Manuf. Gen. Recept.
Manuf. Lights
826
20/1
7
8
20/1
720
Manuf. Gen- Recept.
Manuf. Lights
944
20/1
9
10
20/1
720
Manuf. Gen. Recept.
Manuf. Lights
944
20/1
11
12
20/1
600
D. F.
Restrm Lights
700
20/1
13
14
20/1
720
Manuf. Gen. Recept.
Spare
20/1
15
16
20/1
1500
Refrigerator
Spare
20/1
17
18
20/1
100
Time Clock
HP1
2860
50/2
19
20
20/1
1500
Counter
1
2860
21
22
20/1
Spare
Space
23
24
80/2
5637
AHU1
Counter
1500
20/1
25
26
1
5637
1
HP2
2860
50/2
27
28
80/2
5637
AHU2
1
2860
1
29
30
1
5637
1
HP3
2860
50/2
31
32
80/2
5637
AHU3
1
2860
1
33
34
1
5637
1
HP4
2860
50/2
35
36
80/2
5637
AHU4
1
2860
1
37
38
1
5637
1
HP5
2860
12860
50/2
39
40
80/2
5637
AHU5
41
42
1
5637
Sub -Total 130221321019124 �L9 31 1985125468
Total 33953 33061 34592 101606 = 288 Amps Connected (High Phase)
I . 103035 = 286 Amps Demand
Notes: 400A MLO 120/208V 30 4W SN
2% SERVICE/FEEDER VOLTAGE DROP CHART
This chart is based on a 286 Amp Demand
120/208V 30 Service.
WIRE TYPE AND__SIZE _FE7ET
2 Sets ea. CU 3/0 75*C THIW/THWN Wire = 234
2 Sets ea. CU 4/0 75'C THW/THWN Wire = 296
LOAD CALCULATION
DESCRIPTION
kVA
GENERAL LIGHTING
4920 Sq. Ft. Office LED Lights
2.31
4920 Sq. Ft. Mezzanine LED Lights
0.77
14880 Sq. Ft. Manufacturing LED Lts.
5.78
Exterior LED Bldg. Lts.
0.46
9.3f
Continuous Load = 1.25 X 9.32
11.65
RECEPTACLES
1 st 1 Okw @ 100%
10.00
plus remainder .5 X 20360
10.18
Sub Total
31.83
HVAC
(2) AHU's w/10kw Heat @ 11274 ea.
22.58
(2) HP'S @ 4826 ea.
9.65
(5) AHU w/lOkw Heat 11274 ea.
56.37
(5) HP'S @ 5720 ea.
28.60
Sub Total
117.20
NOTE:
EQUIPMENT
Water Heater loads based on Rheem RTEX-04
feeding (2) restrooms each and the break area
(75) Sewing Machines @ 720 ea.
54.00
for a total of 4. The restroom with the
(4) Water Heaters @ 3480 ea.
13.92
shower, Rheem RTEX-08. If actual water
(1) Water Heater @ 5824
5.82
heaters vary from this it is to be brought to
the attention of this Engineer.
73.74
73.74 X .65 Demand Sub Total
47.93
MISCELLANEOUS
(1) Sign @ 1500
1.50
TOTAL LOAD
198.46
198.46 KW @ 120/208V 30 4 WIRE SN = 551 Amps
690A 120/208V 30 4 Wire SN Servi ��_7
SHORT CIRCUIT CALCULATIONS:
62004 (Worst Case)
I SC 1 + 1.732(50)(62004)
3(16673)(208)
1 SC 40896.9 AIC Meter, CT, Wireway
I SC
36440.4 AIC
200A Fused Disconnect
I SC
33324.2 AIC
125A Fused Disconnect
I SC
38540.2 AIC
400A Fused Disconnect
I SC
4200.0 AIC
Let Thru Current @ 200A Fused Disc.
w/200A Class T JJN Fuses
I SC
2500.0 AIC
Let Thru Current 0 125A Fused Disc.
w/125A Class T JJN Fuses
I SC
6500.0 AIC
Let Thru Current @ 400A Fused Disc.
w/400A Class T JJN Fuses
I SC
<10000 AIC
Panels L1, L2, L3, and L4
PANEL 12" SCHEDULE 10,000 AIC
SERVES
LOAD
CB/P
CKT
CB/P
LOAD
SERVES
OA OB OC
OA OB I OC
Sewing Machine ckt. 1
1500
20/1
1
2
20/1
1500
Sewing Machine ckt. 4
Sewing Machine ckt. 2
1500
20/1
3
4
20/1
1500
Sewing Machine ckt. 5
Sewing Machine ckt. 3
1500
20/1
5
6
20/1
1500
Sewing Machine ckt. 9
Sewing Machine ckt. 6
1500
20/1
7
8
20/1
1500
Sewing Machine ckt 10
Sewing Machine ckt. 7
1500
20/1
9
10
20/1
1500
Sewing Machine ckt 11
Sewing Machine ckt. 8
1500
20/1
11
12
20/1
1500
Sewing Machine ckt 12
Sewing Machine ckt 13
1500
20/1
13
14
20/1
1500
Sewing Machine ckt 14
Sewing Machine ckt. 17
1500
20/1
15
16
20/1
1500
Sewing Machine ckt 15
Sewing Machine ckt 18
1500
20/1
17
18
20/1
1500
Sewing Machine ckt 16
Sewing Machine ckt 19
1500
20/1
19
20
20/1
1500
Sewing Machine ckt 22
Sewing Machine ckt 20
1500
20/1
21
22
20/1
1500
Sewing Machine ckt 23
Sewing Machine ckt 21
1500
20/1
23
24
20/1
1500
Sewing Machine ckt 24
Sewing Machine ckt 25
1500
20/1
25
26
20/1
100
Time Clock
Spare
20/1
27
28
20/1
Sp re
Space
29
30
20/1
31
32
20/1
33
34
20,1
35
36
20 1
Ext. Bldg. Lights
459
20/1
37
38
20 1
Rstrm. WH
3480
40/1
39
40
20 1
Rstrm. WH
3480
40 1
41
42
20 1
Sub -Total 7959 9480 9480 1 6100 1 6000 1 60001
Total 140591548011548 45019 = 129 Amps Connected (High Phase)
29573 = 82 Amps Demand
Notes: 200A MLO 120/208V 30 4W SN
=Lockable Breakers
2% SERVICE/FEEDER VOLTAGE DROP CHART
This chart is based on a 82 Amp Demand
120/208V 30 Service.
INIRE TYPE AND Q�7C'
FEET
CU 3/0 75-C THW/THWN Wire = 409
CU 4/0 75-C THW/THWN Wire = 516
3% EQUIPMENT VOLTAGE
DROP CHAR1
This chart is based on a 20 amp
single pole
breaker load at maximum (16
amps)
120/208V 30 Service.
WIRE TYPE AND SIZE
FEET
#12 75-C THW/THWN Wire =
71
#10 75-C THW/THWN Wire =
112
# 8 75-C THW/THWN Wire =
179
# 6 75-C THW/THWN Wire =
284
NOTE:
This chart is "Worst Case". Actual
length of wire
when calculated from load to load
and how the
conduits are run can vary from this
chart.
2% SERVICE/FEEDER VOLTAGE DROP CHART
This chart is based on a 551 Amp Demand
120/208V 30 Service.
WIRE TYPE AND SIZE FEET
3 Sets CU 4/0 75*C THW/THWN Wire 230
3 Sets (
Extend t
and buil,
with NE(
Minimum (2)5/8"0 Copper Clad
Ground Rods spaced 10' apart.
PANEL "L3" SCHEDULE 10,000 AIC
SERVES
LOAD
CB/P
CKT
CB/P
LOAD
SERVES
OA OB 0C
OA OB I OC
Corrid./Lobby Lights
712
1
pare
Restroom Lights
540
20/1
3
4
20/1
1500
Spare
Office IJights
1056
20/1
5
6
20/1
540
Office Comp. Recept.
Spare
20/1
7
8
20/1
540
Office Comp. Recept.
Spare
20/1
9
10
20/1
540
Office Comp. Recept.
Spare
20 1
11
12
20/1
360
Office Comp. Recept.
Spare
20//1
13
14
20/1
540
Office Comp. Recept.
Space
15
16
20/1
540
Office Comp. Recept.
1
17
18
20/1
1500
Counter Receptacle
Men/Wmen/Mop WH
3480
40/1
19
20
20/1
1500
Counter Receptacle
Space
21
22
20/1
1500
Restrm. Receptacles
1
23
24
20/1
1440
General Receptacles
Receptacles/D.F.
840
20/1
25
26
20/1
1440
General Receptacles
Break WH
3480
40/1
27
28
20/1
1440
General Receptacles
Spare
20/1
29
30
20/1
1440
General Receptacles
Private Restrm WH
2912
40/2
31
32
20/1
1440
General Receptacles
1
2912
1
33
34
20/1
1440
General Receptacles
HP6
2413
50/2
35
36
20/1
Copier
1
2413
1
37
38
Space
HP7
2413
L413
50/2
39
40
1
11500
1
1
41
42
20/1
1500,
Se, vei
Sub -Total 10357 9345 5882 54601 69601 82801
Total 15817 1480514162 44784 = 132 Amps Connected (High Phase)
40341 = 112 Amps Demand
Notes: 200A MLO 120/208V 30 4W SN
*=Lockable Breakers
2% SERVICE/FEEDER VOLTAGE DROP CHART
This chart is based on a 112 Amp Demand
120/208V 30 Service.
WIRE TYPE AND S�717'
FEET
CU 3/0 75-C THW/THWN Wire = 299
CU 4/0 75*C THW/THWN Wire = 378
PANEL 14" SCHEDULE 10,000 AIC
SERVES
LOAD
CB/P
CKT
CB/P
LOAD
SERVES
OA OB OC
OA 013 OC
Mezzanine Lights
1000
20/1
1
2
20/1
Spare
Spare
0
20/1
3
4
20/1
1440
Mezzanine Receptacles
Space
0
20/1
5
6
80/2
5637
AHIU6
Time Clock
100
20/1
7
8
1
5637
1
Space
9
10
80/2
5637
AHU7
11
12
5637
1
13
14
Space
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
Sub -Total 1100 0 0 5637 1 707711127�
Total 6737 7077111274 25088 = 94 Amps Connected (High Phase)
25338 = 94 Amps Demand (High Phase)
Notes: 125A MLO 120/208V 30 4W SN
2% SERVICE/FEEDER VOLTAGE DROP CHART
This chart is based on a 94 Amp Demand
120/208V 30 Service.
WIRE TYPE AND SIZE FEET
CU 1 75-C THW/THWN Wire 178
CU 1/0 75-C THW/THWN Wire = 224
CU 2/0 75-C THW/THWN Wire = 283
RISER DIAGRAM
NTS
Verify override switch
locations w/Owners
ELECTRICAL SPECIFICATIONS
1.1 SCOPE
A. WORK INCLUDED: Include the following Work in addition to items normally part of this Section:
01 Wiring for lighting and power.
02 Installation of lighting fixtures with lamps.
03 Lighting panelboards and distribution panelboards.
04 Connection of equipment shown.
05 Control wiring.
06 Disconnection and removal of existing fixtures and wiring not to be reused.
1.2 MINIMUM COMPLIANCE STANDARDS
A. All work shall be done in accordance with the requirements of the following:
01 2011 issue of the National Electrical Code (NFPA 70) and 5th Edition Florida Building Code
Energy Conservation (2014).
02 Other applicable NFPA Codes.
03 Regulation of local authorities having jurisdiction.
B. Furnish and install all labor, material and equipment and services necessary for complete and
safe installation of the electrical system indicated on the drawings and noted in the
specifications hereinafter. Electrical systems and equipment shall in general include the
following:
01 General provisions for electrical work.
02 Wiring, distribution equipment and devices.
03 Lighting fixtures and lamps.
04 Grounding system.
1.3 GENERAL PROVISIONS FOR ELECTRICAL WORK
A. DRAWINGS: Electrical drawings considered diagrammatic and indicate general arrangement of work
and systems. Refer to other drawings to verify location of equipment, etc. Check drawings of
other trades to verify exact space condition or underground lines. Drawing Scales prohibit the
indication of all offsets, fittings and accessories required, however these items will be
provided by this subcontractor at no extra cost to the owner.
B. QUALITY OF MATERIALS: New, best of their respective kind, free from defects, and listed by
Underwriter's Laboratories, Inc. or bearing their label.
C. SHOP DRAWINGS: Submit four (4) copies of shop drawings for lighting fixtures and panelboards.
Obtain approval before equipment is ordered, built or installed.
D. EXCAVATION AND BACKFILLING: Excavate, backfill and restore surfaces for all electrical work.
E. Visit site and inspect existing facilities before bid in order to ensure proper evaluation of
working conditions and location of existing equipment.
1.4 WIRING, DISTRIBUTION EQUIPMENT AND DEVICES
A. CONDUCTORS: Copper, in accordance with ASTM Standards, size references AWG. Conductors No. 10 and
smaller size solid, No. 8 and larger stranded. Insulation of conductor thermoplastic, type THHN
(min. size: No. 12) any wire installed outside, underground, in slabs, or exposed to moisture
shall have THWN insulation.
B. RACEWAYS: RIGID STEEL CONDUIT, full weight pipe galvanized, threaded, and minimum 1/2 inch except
as noted or required for wiring. ELECTRICAL METALLIC TUBING (EMT), thin wall pipe, galvanized, threadless,
comression fittings, and minimum 1/2" except as noted or required for wiring. FLEXIBLE STEEL CONDUIT,
continuous singlestrip, galvanized, and minimum 1/2' size except as noted or required for wiring. PVC
CONDUIT, heavy duty type, size as indicated. Separate raceways shall be used for each voltage system.
Type AC or MC Cable where permitted.
C. DISCONNECT SWITCHES: General Duty, horsepower rated for motor loads 600 or 250 volt rating, fused
or non -fused as noted; number of poles as indicated, cover interlocked with switch. Enclosure
NEMA 1 for indoor use and NEMA 3R for weatherproof applications. Switch to be Square "D" or equal.
D. CIRCUIT BREAKERS: Molded case, thermal -magnetic quick -make, quick -break, bolt -on type with
manually operated insulated trip -free handle. Multi -pole types with internal common trip bar.
Terminals suitable for copper or aluminum conductors. Interrupting capacity minimum 10,000 RMS
symmetrical amperes circuit breakers to be Square "D" or equal, type as required.
E. PANELBOARDS: Voltage, phasing and ampere ratings as indicated, circuit breaker type as indicated,
busbars of hard drawn copper, minimum 98% conductivity, galvanized steel back box, door and trim.
All corners lapped and welded, hardware chrome plated with flush lock and catch. Hinges senni-
concealed, 5 knuckle steel with nonferrous pins, 180 degree openings. Minimum gutter space 5-
3/4" sides, top and bottom. Increase size where required by code. Directory holder complete
with clear plastic transparent cover indicating typewritten list of feeder cables, conduit sizes,
circuit numbers, outlets of equipment supplied, and their location. Circuit breaker type
panelboards to be Square "D" type NQOD or I -Line, or equal. A plastic label shall be located on exterior of
panelboard identifying the system voltage, phase, and current rating.
F. WIRING DEVICES: All devices the product of the some manufacturer. Wall switches single pole, 20
ampere, 120 volt. Wall switches three-way, 20ampere, 120 volt. Receptacles duplex, 2 wire; 3
pole grounded, 20 ampere, 120 volt.
G. DEVICE PLATES: Provide for all outlets where devices are installed. Provide engraved marking for
special outlets. Provide blank plates for empty or future outlet boxes. DEVICE AND DEVICE PLATES
COLORS TO BE VERIFIED WITH INTERIOR DESIGNER AND OWNER.
1.5 LIGHTING FIXTURES AND LAMPS
A. Furnish and install complete system of lighting fixtures, lamps, accessories and supports as
specified and indicated. Submittals of equal quality are allowed.
1.6 GROUNDING SYSTEM
A. EQUIPMENT: Ground non -current carrying metal parts of ponelboard, raceways and all lighting
fixtures. All conduits shall have equipment grounding conductors.
1.7 INSTALLATION
A. Secure all supports to building structure. Support horizontal runs
of metallic conduit not more than 10 feet apart. Run exposed raceways parallel with or at right
angles to walls.
B. Pass raceways over water, steam or other piping when pull boxes are not required. No raceway
within 3 inches of steam or hot water pipes, or appliances, except crossings where raceway shall
be at least 2 inches from pipe cover.
C. Cut conduit ends square, ream smooth. Paint male threads of field threaded conduit with graphite
base pipe compound. Draw up tight with conduit couplings.
D. Leave wire sufficiently long to permit making final connections. In raceways over 50 feet in
which wiring is not installed, furnish pull wire.
E. Verify locations of outlets and switches,
F. Support panel, junction and pull boxes independently to building structure with no weight bearing
on conduits.
G. Connect conduit to motor conduit terminal boxes with flexible conduit; minimum 18 inches in
length and 50% slack. Do not terminate in or fasten raceways to motor foundation.
H. Contractor to remove and salvage all abandoned electrical equiment.
1. This contractor shall warrant all labor and materials for one year from date of final written
acceptance.
J. Voltage drops for feeders and branch circuit conductors to be in accordance with section C405.7.3.1 and
C405.7.3.2 respectively, 5th Edition of the Florida Building Code -Electrical Conservation (2014).
K. Electrical Contractor shall provide operating and maintenance manuals to the owner in accordance with
section C405.7.4.2 , 5th Edition of the Florida Building Code -Electrical Conservation (2014).
L. Low Voltage wiring drawings to be provided by others.
M. Electrical Contractor shall verify all Electrical Power and Lighting Systems meet Florida Energy Code Section
C405, 5th Edition of the Florida Building Code -Electrical Conservation (2014).
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