EL-11-12-2193_Plans C GROUP LLC
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CANDELA . group
AA26001794
T ICAL DDWGS
FOR DITIONAL FORMATION
OPEf ATING WEIGHT 1516LBS
3 A0 ��\ 5/8'ox5'WEPGE
A ANCHORS AT EA
CORNERS(HILTI KWIK
GENERATOR DESIGN CRITERIA
EXFM 0�W•p CODE CON 95 � G� 601.T3 SS)
RISK CAtKsORY II ;� a - a�
RI I�pa�1 rDHOOKS(TYP) Hilario F. Candela, FAIA
MEAN HEIGHT:6.15 FT
SIZE OF GENERATOR: H=45in W=34in L = 11in � r
ARCHITECT: AR0004376
WEIGTH OF GENERATOR-1516
WIND VELOCITY:115MPH \ � Maurice Candela . DESIGN
ACl 318-10 BUILDING CODE FOR s
STRUCTURAL CONCRETE < 5940 S . W. 73 Street
AC153005gUILDING CODE FOR ro CONC.WALL
MASONRY STRICTURES 5 e 12' VERT. South Miami, Florida 33143
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SITE PLAN I►� i�I I=1 1=I
FOUNDATION FOR GENERATOR SLAB SUPPORT FOR GENERATOR
SCALE :I/4' = I'-0' SCALE :I/4' = 1'-0' EL -4-0'
EXTENT% REB
3'-0' INTO PILE a FILL seal:
W/CONCRETE(TYP) U ' i GB
J U G2 CONSULTING GROUP, IN(
GB - ROBERT T. GARCIA ,PE
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GRADE BEAM SCHEDULE
MARK TOP SIZE n REINFORCING TIES OR STIRRUP REMARKS 1 5 5 0
ELEV W x H g T C E „�D I EA.FAC.E NO. TYPE SPACING EA EN
\ N.E. 103rd STREET
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\ EXISTING
ONE-STORY SEE 5GHEUULE FOR 2' TYP. structural consultant:
Oy�f RESIDENCE SAC N�r1BM AND CANT. 'I'
x I STL.BASE PLATE BY
MANUF.(TYP) L1 L2 1-3 1-4
HELICAL PIER
\ I BY MA".(TYP)
PILE t GB PILE t GB PILE t GI3 PILE t GB
GREEN
V � FRONT Date: 03-23-13
I
PORCH, Drawn by: M
SEE FLOOR -- — GRE Checked By: RTG
AREA
PLAN GREEN FRONT scale: AS SHOWN
AREA PORCH, NEW ' C WALL
Project No: 2001
CM
p SEE FLOOR
-p PLAN NEW CONC.COLUMN OR TIE COLUMN
CONIC.COLUMN FINISHED
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HC-15T- HELICAL PILE(TYPE B) ISSue
NEW
\ GARAGE 3'-8" 10'-4' f CONCRETE MASONRY NOTE:
{ No. Date Description
ENTRANCE (EXISTING) 0- z ALL CONCRETE MASONRY UNITS (CMU)SHALL CCNFORII
O J TO AS1T 1 C W 'STANDARD SPECIFICATIONS FOR 0 04-I1-13�� roR uESi cr�T�
d HOLLOW LOAD BEARING CONCRETE MASONRY UNITS,
WITH A NET AREA COMPRESSIVE STRENGTH OF MASONRY
OF 1900 PSI. HC-15T
ALL MASONRY WALLS 5HALL BE LOAD BEARING N 3.5' ROUND HELICAL CHANCE
THIS LEVEL AND REINFORCED W/% 032,UDA PILE INSTALLED TO 15 TON
COMPRESSION CAPACITY,SEE
SITE PLAN GENERATOR FOUNDATION NOTE 1 ON DRAWING
S-5 MAXIMUN TOLERANCE FOR
SCALE :3/32' = I'-0' I NOTES: MISPLACEMENT OF PILE IN BOTH
1.TEIR ITE TREATMENT OF SOILS UNDER SLAB ON WRITTEN DIteSIONB ON THESE DRAWINGS SHALL HAVE
GRADE SHALL BE PERFORMED BEFORE POURING SLAB. DIRECTIONS IS 2'.FOR TOLERANCES PRECEDENCE OVER WALE CONTRACT
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED EXCEEDNG 2' ENGINEER OF RECORD SHALLVERIFYAND BE BLF FOR ALL
DIMENSIONS
TERMICIDES OR OTHER APPROVED METHODS OF TERMITE WILL PROVIDE REPAIR PROCEDURES NO CO Dnxw ON THE JOB AND THI8 O XX MWUBT
BE
PROTECTION LABELED AS A PREVENTIVE TREATMENT TO ON A CASE BY CASE BASIS . S-G E N 1
NOTWE�OF ANY VARIATION FROM THE AND
NEW CONSTRUCTION. CONDITIONS SHOWN BY THESE DRAWING
THESE DESIGNS AND DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF G2 CONSULTING GROUP INC. AND MAY NOT BE REPRODUCED EXCEPT WITH SPECIFIC WRITTEN CONSENT
OF THE ARCHITECT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE CONDITIONS, VERIFY ALL DIMENSIONS OF THE JOB AND BE RESPONSIBLE FOR THE SAME, REPORTING ANY DISCREPANCIES TO THE
ARCHITECT PRIOR TO PROCEEDING WITH WORK.
C GROUP LLC
CANDELA . group
AA26001794
STRUCTURAL NOTES
I. FOUNDATIONS: 3. SHOP DRAWINGS SUBMITTALS: 6. CONCRETE MASONRY WORK:
A FOUNDATION SYSTEM CONSISTS OF 35' CHANCE HELICAL PIER TYPE B SUPPORTING: A. SUBMITTALS TO STRUCTURAL ENGINEER OF RECORD: A CONCRETE MASONRY WALLS
NOTED AS LOAD BEARING WALLS, SHALL BE IN
REINFORCED CONCRETE GRADE BEAMS.PIER SHALL BE INSTALLED TO I. CONCRETE TEST REPORTS FOR CAST-IN-PLACE CONCRETE AS PER ACI 301-9`� PLACE BEFORE THE
BLABS AND BEAMS SUPPORTED BY THEM ARE POURED AS
DEVELOP A COMPRESSON CAPACITY OF 15 TONS,A TENSION CAPACITY OF 5 TONS II. REINFORCING STEEL SHOP DRAWINGS. WELL AS THE CONCRETE TIE COLUMNS FRAMING
THEM.
AND A LATERAL CAPACITY OF I TONS,ESTIMATED BASE BID LENGTH I$,20 FEET. III. PREFABRICATED WOOD ROOF TRUSSES,ERECTION DRAWINGS,AND B. CONCRETE MASONRY
WALLS NOTED AS NON-LOAD BEARING WALLS SHALL BE
B. 35' DIAM.COMPRESSION PILES SHALL BE REINFORCED WITH I % FULL DESIGN DATA PLACED AFTER CONCRETE FRAME SUPPORTING THEM ARE 28 DAYS OLD AND
ALL
LENGTH CAGE EXTENDING TO 3'FROM TOP OF PILE CAP, IV. STRUCTURAL STEEL SHOP DRAWINGS AND ERECTION DRAWINGS. HOLDING AND r F CONCRETE IB COMPLETELY
REMOVED FROM BELOW AND ABOVE.
HOLD CLEAR O= CONCRETE ABOVE UNTIL ANTICIPATED DEAD LOAD DEFLECTION H i l a r i o F. Candela, F A l A
C. CONCRETE GROUT STRENGTH FOR PILES SHALL BE 4000 PSI AT 28 DAY$. V.RAILING AND GUARDRAIL SHOP DRAWINGS AND DESIGN DATA OF CONCRETE SLAB OR BEAM
ABOVE HAS OCCURED.FILL JOINT WITH MORTAR
D. PILE INSTALLATION SHALL BE SURPERVI6ED BY A STATE OF FLORIDA REGISTERED PLY AND BEAL AS REQUIRED BY ARCHITECTURAL DRAWINGS TO PREVENT
WATER INTRUSION. ARCHITECT: A R 0 0 0 4 3 7 6
B. SHOP DRAWINGS REQUIRING ENGINEERING BY A SPECIALTY ENGINEER SHALL
ENGINEER WITH THE FOLLOWING: C. ALL CONCRETE MASONRY UNITS (CMU)SHALL CONFORM TO ASTM C 90, 'STANDARD Maurice
Candela . DESIGN
E. PILE INSTALLATION SHALL CONFORM WITH CHAPTER 18 OF THE FLORIDA BUILDING I THE SPECIALTY ENGINEER SHALL BE A FLORIDA REGISTERED PROFESSIONAL FOR HOLLOW
LOAD BEARIWG CONCRETE MASONRY UNITS%WITH
CODE,2010 EDITON . A NET AREA COMPRESSIVE STRENGTH OF MASONRY OF IWO PSI.
F. CONTRACTOR SHALL PROVIDE TO THE STRUCTURAL ENGINEER OF RECORD AN AS-BUILT ENGINEER D. MORTAR SHALL CONFORM TO ASTM C 210, TYPE 'M',WITH A
MINIMUM AVERAGE 5940 S . W . 7 3 Street
PLAN SHOWING PRECISE IDENTIFICATION AND LOCATION OF EVERY PILE FOR REVIEW II. THE SPECIALTY ENGINEER SHALL HAVE AT LEAST FIVE YEARS OF SOLID STRENGTH OF
2500 PSI. South Miami, Florida 33143
AND APPROVAL PRIOR i0 POURING OF PILE CAPS AND GRADE BEAMS. THE AS-BUILT PROFESSIONAL DESIGN EXPERIENCE IN THE DESIGN AND DETAILING OF THE E. CONCRETE
MASONRY STRENGTH, rm, SHALL BE A MINIMUM OF 1500 PSI.
PLAN SHALL INDICATE IN INCHES,THE RELATIVE POSITION OF THE INSTALLED STRUCTURAL COMPONENT AND/OR STRUCTURAL SYSTEM BEING SUBMITTED >OR F. VERTICAL REINFORCING
IN CMU CELLS SHALL BE SPLICED WITH 48 BAR DIA- S U I T E 2 0 0
PILE IN REFERENCE TO If$ THEORETICAL LOCATION AS INDICATED IN THE APPROVAL' METER LAP SPLICES. PROVIDE CLEAN OUT HOLES AT BASE OF FILLED CELLS
P . 3 0 5 6 6 6 . 7 7 8 8
III. THE SPECIALTY ENGINEER SHALL BE AN EMPLOYEE OR OFFICER OF A FOR LAP INSPECTION AND VERIFYING THAT THE CELLS HAVE BEEN FILLED
w w w . c g r o u p I I c . c o m
STRUCTURAL DRAWINGS USING ORTHOGONAL COORDINATES, FABRICATOR AN EMPLOYEE OR OFFICER OF ANOTHER COMPANY 5UPPLYI% SOLID WITH GROUT,
G. CONTRACTOR SHALL CCNTRACT THE SERVICES OF A STATE OF FLORIDA REGISTERED COMPONENTS TO THE FABRICATOR G. FILLED CELLS SHALL BE FILLED WITH
3000 PSI GROUT AS PER ACI 530-05 AND
PROFESSIONAL GEOTECHNICAL ENGINEER TO SUPERVISE PILE INSTALLATION AND C. ALL SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE ACI 530.1-05.FILLING
OF CELLS SHALL BE DONE IN FOUR FOOT LIFTS WITH A MAXIMUM
CERTIFY IN A PILE LOG REPORT THAT PILE WORK HAS BEEN PERFORMED IN SUPERSEDED BY THE STRUCTURAL DRAWINGS, IT SHALL BE THE RE6PPONSI13LILY POUR OF 12 FEET.USE
MECHANICAL VIBRATION TO ACHIEVE GROUT-FILLED
ACCORDANCE WITH THE 'EOTHECHNICAL REPORT AND THESE STRUCTURAL DRAWINGS. OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION 15 IN B`SOLID CELLS.GROUT
11'.CT SHALL CONFORM TO ASTM 0416. SLUMP SHALL BE
H. THE ABOVE FOUNDATION DESIGN IS BASED ON GEOTECHNICAL REPORT AND FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. H. 141.,E CMU WALLS SHALL BE HORIZONTALLY
REINFORCED WITH STANDARD N0.9
BORINGS BY ALL STATES _NGINEERINKs t TESTING CONSULTANTS INC.DATED FEBRUARY 10th,2012, D THE CONTRACTOR SHALL SUPPLY THE ENGINEER THREE COPIES OF SHOP DRAWINGS
LADDER-TYPE GALVANIZED $TEEL REINFORCING EVERY SECOND COURSE. EXTEND
I. CENTERS OF COLUMNS SHALL COINCIDE WITH CENTERS OF PILE CAPS AND GRADE BEAMS, A MINIMUM OF ONE WEEK PRIOR TO PLACEMNT.THE REVIEW OF SHOP DRAWINGS REINFORCING
A MINIMUM OF 4 INCHES INTO TIE COLUMNS.
UNLESS OTHERWISE NOTED IN FOUNDATION FRAMING PLAN AND PILE CAP DETAILS. BY THE ENGINEER 1$ ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL I. PROVIDE GALVANIZED
STEEL DOVETAIL ANCHORS EVERY OTHER COURSE CONNECTING
DRAWINGS AND SPECIFICATIONS. THE REVIEW DOES NOT GUARANTEE IN ANY WAY NON LOAD-BEARING WALLS TO CONCRETE COLUMNS AND $HEAR WALLS.
THAT THE SHOP DRAWINKsB ATE CORRECT NOR DOES IT INFER THAT THEY J. REINFORCING BARS IN GROUTED CELLS SHALL BE SECURED IN PLACE AT BASE
SUPERSEDE THE STRUCTURAL DRAWINGS. REVIEW WILL NOT INCLUDE CHECK OF OF BAR AND ABOVE BEFORE GROUNTING OF CELL.
2. GENERAL: DIMENSIONS, LENGTHS OR QUANTITIES. K REINFORCING BARS BE SHALL CENTERED IN THE BLOCK CELL.DOWELS NOT LINED seal:
A ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE FLORIDA E. THESE STRUCTURAL DRAWINGS SHALL NOT BE USED TO PRODUCE SHOP DRAWINGS UP WITH
THE BLOCK CELL SHALL NOT BE SLOPED MORE THAN I IN 6.HORIZONTAL G2 CONSULTING GROUP, INi
BUILDING CODE,2010 EDITION,ASCE 1-10 MINIMUM DESIGN LOADS FOR BUILDINGS, WITHOUT PRIOR EXPRESSED WRITTEN APPROVAL FROM THE STRUCTURE DIBTANCE BETWEEN
DOWEL AND REINFORCING BAR MAY BE UP TO 6'(ONE BLOCK
THE ACI 318-10 BUILDING CODE,AND ALL APPLICABLE FEDERAL,STATE AND ENGINEER OF RECORD. CELL APART) ROBERT
T. GtRG[11 ,PE
LOCAL ORDINANCES. F. SHOP DRAWINGS RE-SUBMITTED FOR APPROVAL SHALL BE CLEARLY CLOUDED L. ANCHOR BOLTS SHALL BE EMBEDDED IN WALLS IN GROUTED
CELLS. CONSULTING ENGINEERS
B. THESE DRAWINGS AND SPECIFICATIONS COMPLY,TO THE BEST OF MY KNOWLEDGE ED.RE-REV
AND NOTED. SHALL BE LIMITED TO THOSE ITEMS WICH CAUSED TH ERE E M. GROUTED CELLS WHERE WEDGE ANCHOR$ AR 7
28
E TO BE INSTALLED SHALL HAVE OSIN.4TERR.MIAMI FL.331.'4
WITH THE FLORIDA BUILDWs CODE,2010 EDITION �-SUBMITTAL THE BLOCK SHELL REMOVED SO THAT WEDGE ANCHOR I$ EMBEDDED IN SOLID PHONrE
&FAA(�)?,94-c6.32
C. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS OF EXISTING STRUCTURES UQ 461 CA 26882
AFFECTING NEW CONSTRUCTION BEFORE COMMENCING ANY WORK- ANY 4. CONCRETE: CONCRETE GROUT.FILL ONE COURSE BELOW AND ABOVE ANCHOR LOCATION.
VARIATIONS IN ACTUAL FIELD CONDITIONS/DIMENSIONS FROM THOSE SHOWN IN N. ALL CONCRETE MASONRY WORK HAS BEEN DESIGNED AND DETAILED
A ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-02
THE CONTRACT DRAWINGS SHALL BE REPORTED TO THE ARCHITECT/ENKsINEER FOR ASSUMING CONCRETE MASONRY WORK WILL BE COMPLETELY INSPECTED BY
DETERMINING THE NEED OF REDESIGN PRIOR TO CONTRACTOR'S SUBMITTAL OF 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS' SPECIAL OR THRESHOLD INSPECTORS.
SHOP WORKING DRAWINGS FOR REVIEW, B. CONCRETE COMPRESSIVE STRENGTH AT 28 gAY6 SHALL BE 5000 PSI 0. REINFORCING BARS SHALL BE LOCATED AS INDICATED
IN PLAN OR CALLED
�h
D. THESE DRAWINGS SHALL EE WORKED TOGETHER WITH ARCHITECTURAL,AIR WITH A WATER /CEMENT RATIO OF 0.40 OUT BY NOTES IN PLANS. WHERE PLANS AND
NOTES DISAGREE CONSULT ENGINEER '
CONDITIONING,MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEFRE66ED C. FOF4 11)ORK SHALL COMPLY WITH ACI 341-SS, ' RECOMMENDED OF RECORD FOR CLARIFICATION.
x
SLABS,SLOPES,DRAINS,OUTLETS,RECESSES,OPENINGS,REGLETS,BOLT PRACTICE FOR CONCRETE WORK' RY UNITS IN RUNNING BOND.
'
SETTING$,SLEEVE$,ETC. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION D. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO Q. PROVIDE
P. LAY MASONRY
EBB.FELL PAPER t0 ISOLATE WOOD FROM MASONRY WALLS.USE
BEFORE }i
OF ARCHITECT/ENGINEER ORE PROCEEDING WITH THE WORK ANY COMMENCEMENT OF ANY CONCRETE WORK SUBMIT STATISTICAL DATA FOR EACH
DISCREPANCIES,OMISSIONS OR VARIATIONS FOUND ON THE DRAWINGS OR FRE66URE TREATED WOOD FOR LEDGERS IN CONTACT WITH MASONRY WALL.
CLASS OF CONCRETE.
IN THE SPECIFICATIONS DISCOVERED DURING THE BIDDING PHASE SHALL BE E. NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. '
IMMEDIATELLY COMMUNICATED TO ARCHITECT/ENGINEER F. THE OWNER SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY TO PER- "' '
'.'y. t'' L L E R E N A
E. WHEN FERFORMING WORK BELOW GRADE,CARE SHALL BE TAKEN TO AVOID FORM CONCRETE CYLINDER TESTS AS FOLLOWS: SIX CYLINDER TESTS FOR ANY s`,
a
�,� �: RESIDENCE
DAMAGING ANY EXISTING UTILITIES. ALL UNKNOWN UTILITIES DISCOVERED 50 CUBIC YARDS OF CONCRETE POURED, OR FRACTION THEREOF FOR EACH GLASS OF
++��
DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHI- CONCRETE POURED EACH DAY. ONE CYLINDER SHALL BE TESTED AT 3 DAYS AND
TECT/ENGINEER ANY DAMAGE TO THE EXISTING UTILITIES SHALL BE REPORTED 1 DAYS,THREE AT 28 DAYS, AND ONE RERSED TO BE TESTED AT 56 DAYS IF
TO ALL AFFECTED PARTIES, INCLUDING THE ARCHITECT/ENGINEER REQUIRED.FOLLOW ASTM STANDARDS FOR SAMPLING AND TESTING. ONE SLUMP TEST
F. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS CONSTRUC- SHALL BE TAKEN FOR EACH SET OF TEST CYLINDER$ CAST. SLUMP TEST SHAL!-
TION DOCUMENTS WITH THE REVISED DRAWINGS AND SPECIFICATIONS,FIELD CONFORM WITH ASTM C 143.NO CONCRETE TEST WILL BE ACCEPTED IF CONCR4 T E
–
ORDERS,CHANGE ORDERS AND CLARIFICATION SKETCHES ISSUED DURING THE IS TAMPERED WITH IN ANY WAY AFTER SAID TEST 18 PERFORMED. REPEAT TEF, IF
COURSE OF CONSTRUCTION. WATER IS ADDED AFTER INITIAL SAJMPLING.
G. TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY UNLESS SPECI-
FICALLY NOTED OTHERWISE. CONSTRUCTION DETAILS AND SECTIIONS NOT COM- G. TRANSPORTING, PLACING,CURING AND DEPOSITING OF CONCRETE SHALL COMPLY
1 5 5 0
PLETELY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS AND SECTIONS SHOWN WITH ACI 301-SO: SPECIFICATIONS FOR STRUCTURAL CONCRETE.
OR NOTED FOR SIMILAR CONDITIONS. H. CONSTRUCTION JOINTS IN STRUCTURAL SLABS AND BEAMS $HALL BE LOCATED N.E.
103rd STREET
H. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION AT 1/3 OF THE SPAN WITH REINFORCING CONTINUOUS ACROSS THE JOINT.
PROCEDURES INCLUDING LAGGING,SHORING,AND PROTECTION OF ADJACENT PRO- PROVIDE A CONTINUOUS 2 X 4 $HEAR KEY AT SLABS AND A 11/2' INCH DEEP
PERTY,STRUCTURE$,STREETS AND UTILITIES IN ACCORDANCE WITH THE LOCAL JOINT 4 INCHES SMALLER THAN THE BEAM SECTION.CONSTRUCTION JOINT
Miami Shores ,
BUILDING DEPARTMENT. LOCATIONS SHALL BE APPROVED BY STRUCTURAL ENGINEER OF RECORD
I. BACKFILL AROUND THE EXTERIOR PERIMETER OF WALLS SHALL NOT BE PLACED BEFORE POUR F l o r i d a
33138
UNTIL AFTER THE WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR I. MAXIMUM WATER/CEMENT RATIO FOR CONCRETE CONTAINING A 5UPERPLASTICIZING
SYSTEMS. DO NOT PROCEED WITH BACKFILL UNTIL (1)DAYS AS A MINIMUM AFTER ADMIXTURE SHALL BE 0.42. SLUMP AFTER ADDITION OF BUPERPLASTICIZER
THE COMPLETION OF INTERIOR FLOOR SYSTEM UNLESS WALLS ARE ADEQUATELY $HALL BE 6' +/- I'
BRACED, BACKFILL SHALL NOT BE PLACED UNTIL AFTER COMPLETION AND INSPEC- J. MINIMUM CONCRETE COVER FOR REINFORCEMENT:
TION OF WATERPROOFING WHERE WATERPROOFING OCCUR I. CONCRETE CAST AGAINST AND PERMANENTLY
J. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL ACCU- EXPOSED TO EARTH 3'
MULATED WATER FROM EXCAVATIONS AND DEWATERING OPERATIONS IN SUCH A 11. CONCRETE EXPOSED TO EARTH OR WEATHER
WAY AS TO NOT CAUSE INCONVENIENCE TO THE WORK AND DAMAGE TO THE STIRUC- % BARS AND LARGER 2I
TURAL ELEMENTS. 5 BARS AND SMALLER 11/2'
K STRUCTURAL NOTES SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS. III, CONCRETE NOT EXPOSED TO WEATHER OR
IN CONTACT WIN EARTH:
IF A CONFLICT EXISTS, THE MORE STRINGENT GOVERNS. SLABS AND WALLS 3/4'
L. GENERAL CONTRACTOR 6HALL PROTECT EXISTING FACILITIES, STRUCTURES AND BEAMS AND COLUMNS —11/2,
UTILITY LINES AND CONDUITS FROM DAMAGE.GENERAL CONTRACTOR IS SOLELY 5. REINFORCING STEEL:
RESPONSIBLE FOR DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT. A. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH
M. GENERAL CONTRACTORS SOLELY RESPONSIBLE FOR JOB SAFETY,MEANS AND ACI 316-02
METHODS OF CONSTRUCTION AND CONSTRUCTION PROCEDURES. B. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A 615-96a.
N. DO NOT SCALE THESE DRAWINGS,USE DIMENSIONS NOTED. IF DIMENSIONS ARE (5I)GRADE 60. structural consultant:
MISSING CONSULT ARCHITECT/ENGINEER FOR ADVISE. C. ALL WELDED WIRE FABRIC SHALL CONFORM TO ABTM A 185-91,
D. REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCES-
SORIES DURING PLACING OF CONCRETE, IN ACCORDANCE WITH CRSI 'MANUAL OF
STANDARD PRACTICE', 2008.
E. ALL TOP REINFORCING SHALL TERMINATE WITH STANDARD HOOKS AT 0I6CON-
TINUOUS EDGES OR ENDS.
F. ALL BOTTOM BARS SHALL BEAR 6' MINIMUM OVER SUPPORTS,U.OA
G. ALL REINFORCING BARS MARKED CONTINUOUS SHALL BE LAPPED 30 DIA AT
SPLICES AND CORNERS UNLESS OTHERWISE NOTED. LAP CONTINUOUS TOP BARS
AT CENTER BETWEEN SUPPORTS AS REQUIRED. TERMINATE CONTINUOUS BARS
AT NON-CONTINUOUS ENDS WITH STANDARD HOOKS,U.ON.
H. BLAB TOP BARB ARE SHOWN IN PLAN AS SOLID LINES. Date: 03-23-13
SLAB BOTTOM BARS ARE SHOWN IN PLAN AS DASHED LINES.
I. IN BEAMS WITH MULTIPLE LAYERS OF REINFORCING AT TOP OR BOTTOM SEPARATE Drawn by: EJG
LAYERS WITH Oa$PACER BARS FOR BAR SIZES UP TO 08 AND SAME $PACER BAR Checked By: RTG
AS BAR SIZE FOR 09 BARS AID LARGER
Scale: AS SHOWN
J. IN BEAMS 8 INCHES WIDE PROVIDEA MAXIMUM OF 2 BARS PER LAYER OF REINFORCING. Project No: 2001
K BEAMS INTERMEDIATE BARS SHALL BE HOOKED AT DI6CONTINIOU6 ENDS AND
SPLICED AT SUPPORTS WITH 30 BAR DIAMETER LAP SPLICES.
Issue
No, Date Description
WRmFN DIMENSIONS ON THESE DRAWRM SHALL HAVE
PRECEDENCE OVER SCALE DIMENSIONS.CON PACT'ORs
SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS
AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE —G E N 2
NOTIRE)OF ANY VARIATION FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWIN0
THESE DESIGNS AND DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF G2 CONSULTING GROUP INC. AND MAY NOT BE REPRODUCED EXCEPT WITH SPECIFIC WRITTEN CONSENT
OF THE ARCHITECT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE CONDITIONS, VERIFY ALL DIMENSIONS OF THE JOB AND BE RESPONSIBLE FOR THE SAME, REPORTING ANY DISCREPANCIES TO THE
ARCHITECT PRIOR TO PROCEEDING WITH WORK.
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DUE THE INSTALLATION OF A SWIMMING POOL AND OWNER REQUIREMENT OF A GEN-SET. THE ELECTRICAL RESIDENCE J.E. 103 ST, �
SERVICE SHALL BE RE-MODELED.
CONTRACTOR SHALL DEMOLISH A 200 AMPS ELECTRICAL SERVICE AND REPLACE WITH A NEW 400 AMPS ELECTRICAL SERVICE
' W M o
A SHOWN IN THSI PLAN. � "� `
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CONTRACTOR SHALL INSTALL POOL PANEL, DECK PANEL AND GEN-SET AS SHOW IN THIS PLAN. �� O Q a
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CONTRACTOR SHALL POWERED EXISTING PANEL 'A" AND 'B" INSIDE THE HOUSE FROM NEW ELECTRICAL SERVICE AS SHOWN =XSTIXG U.G. sr Q
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IN THESE PLANS. ELECTRIC,,' SERV CES
NO ELECTRICAL WORK INSIDE THE HOUSE SHALL BE DONE UNDER THIS PERMIT. J Q w c') w
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CONDUITS. 1
MAIN DISC 150A LOAD GUTTER\ W
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3 3/0 THWN IN 2" �^ W
FOR BATTERY
CONTROL WIRES.CHARGE AND FOR FEEDER COND. (PANEL C) PVC CONDUIT RUNNING ON THE v J
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NEW 45 KW STAND-BY POOL G D PANEL"C" 2
GENERATOR 120/240 V,10. - 200A NEMA
EXISTING 2TT / \ ENG.MANUEL A.CID,RE
WARNING RIBBON AT UG SE%A'
GROUND LEI�EL , ,_L
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POOL ISSUE DATE
EQUIPMENT I� AS BUILT SET JUN/10
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NEPTUNE BOAT LIFT SPECIFICATONS: r
LIFT CAPACITY:7,000 LBS I I
MOTORS HP G VOLTAGE:(2)3/4 HP,240V/7A.10
SECTION C-C r
17,000 LB �I DRAWING TITLE
NEPTUNE
BOATLI FT
-J J REMOTE CONTROL MOTOR LIFTS
MOTOR LIFTS ��� UNIT#1 FLA=7A,240V,10
FLA=7A,240V,10
ELECTRICAL SITE PLAN _
SCALE: 3/32 = 1 '-0" D0C 20,000 LB
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REMOTE CONTROL BOAT EDESTAL
NEPTUNE BOAT LIFT SPECIFICATONS: PROJECT NO, E0307034
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UNIT#2 LIFT CAPACITY:20,000 LEIS
MOTORS HP G VOLTAGE:(4)1 HP,240V/7A,10 SHEET
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TYPE:NEMA I M.L.O. 150 AMPS RATING rry
LOAD CALCULATION PANEL A: LOAD CALCULATION PANEL B: SERVICE:240 v.10.3 WIRE � ��■ «�
LOAD CALCULATION HOUSE SERVICE CONDUCTORS CONDUCTORS: LOAD CALCULATION POOL 6 GOAT DECK PANEL: EXISITNG PANEL A
NEUTRAL
MOUNTING:FLUSH A.I.C.ID K
EQUIPMENT LOAD:(POOL) GENERAL LIGHTING GENERAL LIGHTING POLE:30
GENERAL LIGHTING POOL BLOWER-1 HP 1840 va FIRST FLOOR AREA 4214 SOFT, x 3 v.a.= 12642 va FIRST FLOOR AREA 4214 SQ.FT. x 3 v.a.= 12642
va V.A. POLE TRIP CONO WIRE REMARKS CKT. CKT. REMARKS WIRE CDND TRIP POLE V.A.
FIRST FLOOR AREA 4214 SOFT. x 3 v.a.= 12642 va POOL BLOWER-2 HP 2760 va 1500 va x 1 1500 va 1500 va x 3 4500 va 5000 2
30 3/4" #10 DRYER 1 2 WATER HEATER #10 1/2" 30 2 4500
POOL BLOWER-2HP 2760 va 3 4
1500 va x 3 4500 va EDUIPMENT LOAD: EQUIPMENT LOAD: s.o 2 40 v2° #g A/C COMPRESSOR#1 s s
LIGHT s RECEPTACLES(AFIP) #14 1/z"
POOL PUMP-4 HP 6440 va 15 1 1095 Ld
1500 va x 1 15DO va VARIABLE SPEED PUMP-3 HP 3910 va REFRIGERATOR 1200 va 7 8 LIGHT s RECEPTACLES(AFIP)
#14 1/2" 15 1 1280 13; w � coo
DRYER 5000 va ,,, LL. o
MICROWAVE 1200 va 10.0 2 60 3/4" #8 A.H.U.#1 9 10 LIGHT 8 RECEPTACLES(AFIP) #14 1/2" 15 1
GOO Q Z_ N
EQUIPMENT LOAD: POOL LIGHTS 400 va WATER HEATER 4500 va WINE COOLER 1000 va 11 12 WASHER MACHINE #12
1/2" 2D 1 1500 o ° Q Q a
180 1 20 1/2" #12 BATH RECEPTACLE(GFp 13 14 SPARE V � Q w ci
REFRIGERATOR 1200 va SUB-TOTAL: 12314 va RANGE (GAS) 0 va v -j - o
MICROWAVE 1200 va 23642 va OVEN 8000 va 825 I IS I/2" #14 LIGHT 6 RECEPTACLES(GFp 15 18 SPARE
Q #k U- Z w
DEMAND FACTOR: 1280 I IS 1/2" #14 LIGHT 9 RECEPTACLES(AFIP) 17 19 SPARE �j
0 o Q
WINE COOLER 1000 va EQUIPMENT LOAD:(BOAT DECK) DISHWASHER 1500 va SPARE 19 20 SPARE W =' ~
) M z
FIRST 10000 v.a.0 100% 10000 va � Q w w
RANGE (GAS) 0 va BOAT LIFTER-1 HP 1840 va NEXT 13642 v.a.9 40% 5457 va KITCHEN HOOD 660 va SPARE 21 22 SPARE
Z ' O ^ Z
OVEN 8000 va BOAT LIFTER-1 HP 1840 va COFFEE MACHINE 1500 va SPARE 23 24 SPARE Q
N =
DRYER SODO va TOTAL: 15457 va SPARE 25 29 SPARE v
GARBAGE DISPOSAL 1500 va v
WATER HEATER 4500 va BOAT LIFTER-1 HP 1840 va SPARE 27 28 SPARE
DISHWASHER 1500 va A/C LOAD 100%: DEMAND FACTOR: 33702 va SPARE 29 30 SPARE
BOAT LIFTER-1 HP 1840 va A/C UNIT#I (HEATER) 10000 va o
KITCHEN HOOD 6GO va FIRST 10000 v.a.5 100 /o IDOOD va 25457/240 - 106 Amps.
COFFEE MACHINE 1500 va BOAT PEDESTAL 16000 va TOTAL: 25457 va NEXT 23702 v.a.9 40% 9481 va
GARBAGE DISPOSAL 1500 va
POOL 6 DECK PANEL 44390 va SUB-TOTAL: 23360 va 25457/240 = IOfi Amps. TOTAL: 19481 va
A/C LOAD 100%: TYPE:NEMA I M.L.O. 150 AMPS RATING
35674/240 = 148 Amps. FEEDER CONDUCTORS: 3-#1/0 THWN A/C UNIT#2(HEATER) 10000 va SERVICE:240 V.IA.3WIRE EXISTING PANEL
„B„ NEUTRAL:FULL
MOUNTING:FLUSH A.I.C.10 K
89092 va FEEDER CONDUCTORS 3 -#3/0 THWN IN 2"CONDUIT TOTAL. 29481 va POLE:42 U
DEMAND FACTOR: 29481 /240 = 81 Amps. K.V.A. POLE TRIP CDND WIRE REMARKS CKT. CKT. REMARKS WIRE CDND
TRIP POLE K.V.A.
FIRST 10000 v.a.L 100% I0000 va
FEEDER CONDUCTORS: 3-#1/0 THWN 8.0 2 50 3/4" #B OVEN 1 2 RANGE #B 3/4" So
2 B.0 U
3 4
NEXT 79092 v.a.'40% 31637 va 1.5 1 20 1/2" #12 ICE MAKER 5 6 GARBAGE DISPOSAL #12 1/2"
20 1 1.5 W
TOTAL: 41637 va TYPE:NEMA 3R 41.3.200 AMPS RATING 0.2 1 20 1/2" #12 BATH RECEPTACLES(GFp 7 8
MICROWAVE #12 1/2" 20 1 1.9 1
SERVICE:240 V.19.3WIRE POOL O BOAT DECK PANEL 11C11 NEUTRAL: ULL 1.2 1 20 1/2" 02 REFRIGERATOR
9 10 DISHWASHER #12 1/2" 20 1 1.5 W
MOUNTING:SURFACE A.LC.10 K D.7 1 20 1/2" #12 KITCHEN HOOD 11 12 SMALL APPLIANCES(GFp
#12 1/2" 20 1 1.5 w
A/C LOAD LOO%:
1.0 1 20 1/2" #12 WINE COOLER 13 14 SMALL APPLIANCES(GFp #12 1/2" 20 1
1.5
0
1.5 I 2D I/2° #12 COFFEE MACHINE 15 16 SPARE Q
A/C UNIT#1 (HEATER) 10000 va V.A. POLE TRIP CDND WIRE REMARKS CKT. CKT. REMARKS WIRE CDND TRIP POLE V.A. 10.0
2 Go 3/4" #6 A.N.U.#2 17 18 #8 1/2" 40 2 G.0 w 0
1840 2 20 I/2" #12 I 2 #B 3/4" 40 2 6440 19 20 A/C COMPRESSOR#2
A/C UNIT#2(HEATER) IDOOD va POOL BLOWER MOTOR I HP POOL PUMP 4 HP Q i
3 4 1.0 1 15 1/2" #14 LIGHT 9 RECEPTACLES 21 22 LIGHT 6 RECEPTACLES #14 1/2" 15
1 1.0 LL.
TOTAL: 58150 va 2B60 2 20 1/2" #12 5 6 VARIABLE SPEED #10 I/2" 30 2 3910 1.0 1
15 U2" #14 LIGHT B RECEPTACLES 23 24 LIGHT G RECEPTACLES(AFIP) #14 1/2" 15 1 I'D U) W W
POOL BLOWER MOTOR 2 NP PUMP 3 HP U
7 g L0 I 15 I/2" #14 LIGHT 8 RECEPTACLES(AFIP) 25 28 LIGHT G RECEPTACLES(AFIP) #14
I/2" 15 I 1.0 w O
2860 2 20 1/2" #12 POOL BLOWER MOTOR 2 NP 9 10 POOL LIGHTS #12 1/2" PO 1 400 1.0 1 15
1/2" #14 LIGHT 9 RECEPTACLES(AFIP) 27 28 LIGHT 9 RECEPTACLES(AFIP) #14 1/2" 1 1.0
� > _
61637/240 = 257 Amps. a BOAT PEDESTAL 12 #4 3/4" 70 2 16000 1.0 1 15 1/2" #14 LIGHT 6
RECEPTACLES(AFIP) 29 30 LIGHT 6 RECEPTACLES #14 1/2" 15 1 1.0 � U)
_
6"/2D 2 40 3/4" #8 BOAT LIFTER-1 13 14 1.0 1 20 1/2" #12 LIGHT 6 RECEPTACLES(GFp 31
32 LIGHT 6 RECEPTACLES #14 1/2" 15 1 1.0 w
NEW SERVICE CONDUCTORS: 3 -#300 MCM THWN Compel Panel#1 15 18 SPARE 0.9 1 20 1/2" #12 BATH
RECEPTACLES(GFp 33 34 LIGHT 8 RECEPTACLES(GFp #12 1/2" 20 1 1.0 = wn Q
33GO 2 20 1/2" #12 BOAT LIFTER-2 17 18 SPARE 1.5 1 15 1/2" #14 KITCHEN LIGHTS
35 36 SMALL APPLIANCES(GFp a
#12 1/2" 20 1 1.5 �+)
Control Panel#2 19 20 SPARE SPARE 37 38 SPARE
SPARE 21 22 SPARE SPARE 39 40 SPARE Lw
SPARE 23 24 SPARE SPARE 41 42 SPARE O
44390/240 = 185 Amps. z Q U)
29481/240 = 81 Amps. O z
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CALCULATION GENERATOR LOAD:
Lo
J Z
GENERAL LIGHTING Q
3 #1/0 AWG THHN CU. 3-#1/0 AWG THHN CU.
FIRST FLOOR AREA 4214 SQ.FT. x 3 v.a.= 12642 va
IN 2"CONO. IN 2" CDND. O U))
NEW 1500 va x 3 4500 va W ui
AUTOMATIC TRANSFER SWITCH 1500 va x I 1500 va
200 A SERVICE ENTRANCE RATING Lij � p
NEMA 3R EQUIPMENT LOAD: O
EXISTING EXISTING REFRIGERATOR 1200 va
MICROWAVE 1200 va sEAL
METER SOCKET 3 #3/D AWG THHN AND#6 Cu EGC. PANEL PANEL WINE COOLER 1000 va
LOAD CENTER IN 2"CDND. "A" "B" cam.
400 A RATING DISCONNECT DISCONNECT RANGE (GAS) Ova
ATS 2 POLES 150 AMP 2 POLES 150 AMP NEMA I NEMA I OVEN 8000 va -
120/240 V 120/240 V 42 CKTS 30 CKTS
200AC.B. 200 A DRYER 5000 va r�
22 KA LAC RATING 19 19
150 AMPS. 150 AMPS. -- -�
0 11 120/240 V 120/240 V WATER HEATER 4500 va
POOL 6 DECK DISHWASHER 1500 va ENG.MANUEL A.CID,P.E
120/240 V PANEL"C" KITCHEN HOOD 66O va LIC#45176
200A C.B. 3 WIRE GUTTER NEMA 3R COFFEE MACHINE 1500 va
ISSUE DATE
22 KA IAC NEMA 3R G"X G"X 4' 24 CKTS GARBAGE DISPOSAL 1500 va AS BUILT SET JUN/10
19 19
200 AMPS.
120/240 V DEMAND FACTOR: 44702 va
3#300 MCM FIRST 10000 v.a.C 100% 10000 va
IN 3"CONDUIT 3#3/0 THWN EXTERIOR INTERIOR
IN 2"CONDUIT HOUSE HOUSE NEXT 34702 v.a.�40% 13880 va
3#3/O THWN A/C LOAD 100%: TOTAL: 23880 va
IN 2"CONDUIT
A/C UNIT#1(HEATER) 1DDOO va
A/C UNIT#2(HEATER) 10000 va
NEW 45 KW 120/240 VOLTS STAND-BY GENERATOR
TO FPL PADMOUNT FUEL: NATURAL GAS Max amps=188 A 43880/240 = 183 Amps. TOTAL: 43880 va
TRANSF.
24"DEEP GENERATOR FEEDER CONDUCTORS: 3-#3/0 THWN
(IF PVC IS USED BURY AT 36") NEW
I SET OF
#1/0 CU GEC. 3#3/0 THWN CU. 61#6 EGC. 200 A
IN 3/4" P.V.C.CONDUIT IN 21/2"CONDUIT. 0.B. DRAWING TITLE
19
C.W.P G'MIN
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2-5/8"x10'
GROUNDING ROD
ELECTRICAL RISER PROJECT N0. E0307034
N.T.S. SHEET
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ELECTRICAL SPECIFICATIONS
1.- GENERAL:
THE GENERAL AND SPECIAL CONDITIONS AND REQUIREMENTS SHALL BE A PART OF THE WORK HEREBY SPECIFIED. GENERATOR CAPACITY:
THESE SPECIFICATIONS AND ACCOMPANYING PLANS ARE INTENDED TO PROVIDE FOR THE COMPLETE FURNISHING AND WIRE & CABLES:
INSTALLATION OF THE ELECTRICAL SYSTEMS. TO PROVIDE MEANS TO FURNISH AND INSTALL ALL POWER CONDUCTORS SHALL BE COPPER. WIRING IN DUCTS, PLENUMS AND OTHER AIR HANDLING
SPACES SHALL LOAD CALCULATION SERVICE CONDUCTORS CONDUCTORS:
COMPLY WITH NEC ARTICLE 300.22. MINIMUM SIZE SHALL BE 1 12 AWG FOR POWER WIRING AND # 16 AWG FOR NOTES ON GENERATORS:
COMPLIANCE: CONTROL CIRCUITS. INSULATION SHALL BE 600V THHN OR THWN FOR GENERAL USE AND COLOR CODED AS PER NEC 43880/240 =
183 Amps.
WORKMANSHIP, MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE EDITION OF THE W
rMi
AND TRADE STANDARDS. °
FOLLOWING CODES: ELECTRICAL COMPONENTS DEVICES AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70 d.
w � °O
FLORIDA BUILDING CODE, NFPA-70 NATIONAL ELECTRICAL CODE, NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION WIRE AND CABLES SHALL BE LABELED TO INDICATE CIRCUIT NUMBERS AND
SOURCE.
CONDUCTOR CALCULATIONS ARE BASED ON 75' C. ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, AND MARKED FOR
N
THEREFORE: Q z `�
NEMA . AMERICAN NATIONAL STANDARDS INSTITUTE ANSI, UNDERWRITERS' LABORATORY. INC. AND OTHER APPLICABLE INTENDED USE. _
<
NATIONAL, STATE, AND LOCAL CODES AND PERTAINING REGULATIONS ESTABLISHED BY THE RULING AUTHORITY HAVING GEN-SET CAPACITY=45 KW
MAX AMPACITY=188 AMPS 9 240 V.1B — 10 � z Q a
SWITCHGEAR, BREAKERS AND DISCONNECTS:
JURISDICTION. CONTRACTORS SHALL ALSO MEET THE REQUIREMENTS OF OTHER STANDARDS WHERE SUCH REQUIREMENTS WHEN SPECIFIED, THE DISCONNECTS SHALL BE QUICK-MAKE, QUICK-BREAK
ACTION, LOCKABLE TYPE. SERVICE COMPLY WITH ASME B15.1.; NFPA 70; NFPA 99; NFPA 110 REQUIREMENTS FOR STANDBY POWER SUPPLY V � O w
ARE MORE STRICT THAN THOSE STANDARDS CITED ABOVE. DISCONNECT SHALL BE SERVICE RATED AND HEAVY-DUTY TYPE. PROVIDE DUAL ELEMENT, PROPERLY SIZED FUSES, AS SYSTEM.
STATIONARY GENERATORS SHALL BE LISTED IN ACCORDANCE WITH UL 2200.OMPLY WITH UL 2200. Q u Z w co
WORKMANSHIP: PER MANUFACTURER'S RECOMMENDATIONS, FOR MOTORS OF ELECTRICALLY DRIVEN MECHANICAL EQUIPMENT. FIELD J
Lj Ow O � O
ALL WORK SHALL BE PERFORMED BY CONTRACTORS LICENSED IN THEIR RESPECTIVE DISCIPLINE. WORK SHALL BE DONE COORDINATE FUSE SIZE WITH EQUIPMENT NAMEPLATE BEFORE ACTUAL INSTALLATION.
ENGINE EXHAUST EMISSIONS: COMPLY WITH APPLICABLE STATE AND LOCAL GOVERNMENT REQUIREMENTS. LLJ N co Z
IN A FIRST CLASS MANNER, FULLY OPERATIVE, AND TO THE ACCEPTANCE OF THE ARCHITECT AND THE ENGINEERS. CIRCUIT BREAKERS IN POWER OR LIGHTING PANELBOARDS SHALL BE MOLDED
CASE, BOLT-ON TYPE, OF QUICK-MAKE NOISE EMISSION: COMPLY WITH APPLICABLE STATE AND LOCAL GOVERNMENT REQUIREMENTS FOR 66 DBA Q w w
GENERATOR SPECIFICATIONS(GENERAC POWER SYSTEM)
CONTRACTOR SHALL PROVIDE FOR ALL NECESSARY LABOR AND MATERIAL REQUIRED FOR THE COMPLETION OF THE WORK ACTION, THERMAL MAGNETIC TRIP DEVICES. LOAD CENTER TYPE ELECTRICAL
PANELS MAY BE USED WHERE SPECIFIED MAXIMUM NOISE LEVEL AT 23 FEET DUE TO SOUND EMITTED BY GENERATOR or approval equal Z V) O 3 O
INCLUDING BUT NOT LIMITED TO RELATED WORK SUCH AS CONNECTION OF EXISTING SYSTEMS. IN THE PLANS OR APPROVED BY THE ENGINEER. CIRCUIT BREAKERS IN LOAD CENTER TYPE ELECTRICAL
PANELS SHALL Q �„ z
BE MOLDED CASE, PLUG-IN TYPE, OF QUICK-MAKE ACTION, THERMAL MAGNETIC TRIP DEVICES. UNLESS OTHERWISE GENERATOR CIRCUIT BREAKER: MOLDED-CASE, THERMAL-MAGNETIC
TYPE; 100 PERCENT RATED; COMPLYING ALTERNATOR SPECIFICATIONS 00 0-
MATERIALS: NOTED ON THE PLANS, MINIMUM EQUIPMENT A.I.C. RMS SYMMETRICAL AMPERE RATING SHALL BE 10,000 AMPS AT WITH NEMA AB 1 AND UL 489.
A.-CONTRACTOR SHALL PROVIDE ALL NEW MATERIALS OF AMERICAN MANUFACTURE, BEARING THE UNDERWRITER'S 120/240 VOLTS OR AS SPECIFIED IN THE PLANS. TRIP RATING: MATCHED
TO GENERATOR RATING. MANUFACTURER GENERAC MODEL OT
LABORATORY (UL) LABEL AS APPLICABLE. MATERIALS SHALL BE NEW, SUITABLE FOR THE APPLICATION AND ABOVE WHEN BREAKERS ARE TO BE INSTALLED IN AN EXISTING PANELBOARD, THE
NEW CIRCUIT BREAKER MUST MAINTAIN THE MOUNTING: ADJACENT TO OR INTEGRATED WITH CONTROL AND MONITORING PANEL.
STANDARD QUALITY NORMALLY USED FOR THE PURPOSE AS CALLED FOR ON PLANS. A.I.C. RATING TO EQUAL OR EXCEED THAT OF THE EXISTING BREAKERS. MANUFACTURER SHALL BE SIEMENS,
GE, TYPE SYNCHRONOUS
B.-SUPPLEMENTAL MATERIALS, PRODUCTS AND COMPONENTS NECESSARY TO COMPLY WITH THE INTENT OF THE SQUARE-D , WESTINGHOUSE OR EQUIVALENT. COMPLY WITH PACKAGED ENGINE-GENERATOR
MANUFACTURERS' WRITTEN INSTALLATION AND ALIGNMENT EXCITER TYPE DIRECT
CONTRACT DRAWINGS AND/OR SPECIFICATIONS, BUT NOT NOTED OR SPECIFIED ON THESE SECTIONS, SHALL BE
PROVIDED BY THE CONTRACTOR AS REQUIRED FOR THE COMPLETION OF THE WORK AT NO ADDITIONAL COST TO THE EQUIPMENT IDENTIFICATION: INSTRUCTIONS AND WITH NFPA
110.
OWNER. PROVIDE MICARTA ENGRAVED NAMEPLATE (BLACK WITH WHITE LETTERING) FOR IDENTIFICATION OF SWITCHGEAR, INSTALL PACKAGED ENGINE GENERATOR TO PROVIDE
ACCESS, WITHOUT REMOVING CONNECTIONS OR VOLTAGE REGULATOR ELECTRONIC
C.-CONTRACTOR SHALL BE RESPONSIBLE FOR PROVISIONS AND COORDINATION OF DELIVERY OF MATERIALS. EQUIPMENT BREAKERS, DISCONNECTS, TRANSFORMERS, AND PANELBOARDS. ACCESSORIES,
FOR PERIODIC MAINTENANCE. INSULATION CLASS H
MARRED DURING SHIPMENT OR INSTALLATION SHALL BE TOUCHED UP AND REFINISHED TO FACTORY FINISH, REPLACED INSTALL PACKAGED ENGINE GENERATOR WITH ELASTOMERIC
ISOLATOR PADS, SECURE SETS TO ANCHOR BOLTS
WHERE NOT ACCEPTABLE. CONNECTORS, LUGS AND SPLICES: INSTALLED IN CONCRETE BASES. LOAD CAPACITY 45 KW
SPLICES SHALL BE MADE WITH UL LISTED MECHANICAL PRESSURE AND SOLDERLESS CONNECTORS, BURNDY SERVICE
PERMITS AND INSURANCE: TYPE OR APPROVED EQUAL. FEEDER SPLICES AND TERMINATIONS SHALL BE MADE MECHANICALLY USING COMPRESSION VOLTAGE
REGULATION +/-1% .1
CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, TAXES, INSPECTIONS, TESTS, FINES AND OTHER ITEMS TYPE SLEEVES OR LUGS AND CONNECTION TO PANELS AND SWITCHES AS MANUFACTURED
BY BURNDY OR THOMAS & THE PROVISIONS OF THESE SPECIFICATIONS APPLY TO THE INSTALLATION AND OPERATION OF OPTIONAL
AS REQUIRED FOR THE INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEMS AS OUTLINED HEREIN AND SHOWN ON STANDBY SYSTEM. SINGLE STEP
LOAD ACCEPTANCE PER NFPAIIO 100%OF RATING BETTS. Q
PLANS. CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND TAPE, CONNECTORS AND LUGS SHALL BE RATED THE SAME TEMPERATURE AND DUTY
AS CABLE INSULATION AND THE SYSTEM COVERED BY THIS SPECIFICATIONS CONSIST OF THOSE THAT ARE PERMANENTLY INSTALLED IN
PROPERTY DAMAGE FOR THE DURATION OF THE WORK. SHALL BE SIZED FOR SPECIFIC CONDUCTORS INSTALLED. THEIR ENTIRETY, INCLUDING PRIME MOVERS, AND THOSE
THAT ARE ARRANGE FOR A CONNECTION TO A AMPERAGE L 120/24OV,10,60HZ 188 AMPS
EXISTING CONDITIONS: BOXES, FITTINGS AND COVERS PREMISES WIRING SYSTEM FROM A PORTABLE ALTERNATE POWER. OUTPUT VOLTAGE/KW/C.8
SIZE-L0 P.F. 12D/24DV,1 PHASE/45/188 A
BEFORE BIDDING, THE CONTRACTOR SHALL VISIT THE JOB SITE, TAKE THE NECESSARY MEASUREMENTS, VERIFY THE FOR DEVICES AND OUTLET BOXES CONCEALED UTILIZE GALVANIZED STEEL
BOXES, MINIMUM 1-1 2" DEPTH. UTILIZE OPTIONAL STANDBY SYSTEMS ARE THOSE SYSTEMS INTENDED TO SUPPLY POWER TO PRIVATE FACILITY OR
EXACT LOCATION OF BUILDING, LOCATION OF THE ELECTRICAL ROOM, DISTANCE BETWEEN THE ELECTRICAL ROOM AND /
LOCATION OF PANELS, UTILITIES AND ASCERTAIN ALL EXISTING CONDITIONS WHICH WILL AFFECT HIS WORK IN ORDER TO BOXES SIZED IN ACCORDANCE WITH NEC VOLUMETRIC REQUIREMENTS OR AS
SPECIFIED ON THE DRAWINGS. PROPERTY WHERE LIFE SAFETY DOES NOT DEPEND ON THE PERFORMANCE OF THE SYSTEM. ENGINE SPECIFICATIONS W
PROVIDE FOR AN INTELLIGENT BID. FAILURE TO DO SO WILL NOT BE ACCEPTED AS A REASON FOR REQUESTING
FOR JUNCTION BOXES AND PULL BOXES UTILIZE GALVANIZED SHEET STEEL, WITH PROTECTIVE PRIMING COAT AND ALL EQUIPMENT SHALL BE APPROVED FOR THE INTENDED.
EXTRA PAY WHERE THE EXISTING CONDITIONS RESULT IN EXTRA MATERIALS OR LABOR. ANY EXISTING CONDITIONS FINISH COAT OF ENAMEL ON ALL SLIDES. MINIMUM J-BOXES SIZES SHALL
BE IN ACCORDANCE TO NEC AND NO LESS
THICKNESS THAN NEC STANDARD FOR DIMENSIONS OF CABINETS. MANUFACTURER GENERAC —�
FOUND BY THE CONTRACTOR WHICH WILL ADVERSELY AFFECT THE WORK SHALL BE IMMEDIATELY BE BROUGHT TO THE AN OPTIONAL STANDBY SYSTEM SHALL HAVE ADEQUATE CAPACITY
AND RATING FOR THE SUPPLY OF ALL W
ATTENTION OF THE ARCHITECT/ENGINEER. EQUIPMENT INTENDED TO BE OPERATED AT ONE TIME. OPTIONAL STANDBY SYSTEM EQUIPMENT SHALL BE MODEL,TYPE IN-
LINE
WIRING DEVICES SUITABLE FOR THE MAXIMUM AVAILABLE FAULT CURRENT AT ITS TERMINAL. THE USER OF THE OPTIONAL w
PLANS: RECEPTACLES: DUPLEX RECEPTACLES SHALL BE HUBBELL HEAVY DUTY OR APPROVED EQUAL, 120V, 20A, 3W, STANDBY SYSTEM SHALL BE PERMITTED TO SELECT
THE LOAD CONNECTED TO THE SYSTEM. CYLINDER ARRANGEMENT 4-IN LINE
DRAWINGS ARE BASICALLY DIAGRAMS INTENDED TO DEPICT APPROXIMATELY EQUIPMENT LOCATIONS AND ARRANGEMENTS, GROUNDED. COLOR SHALL BE IVORY # 5352 OR AS SPECIFIED IN PLANS. ISOLATED
GROUND RECEPTACLES SHALL BE
NOT TO SHOW EVERY MINOR DETAIL PLANS SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION AND DIMENSIONS. PROVIDED AS PER PLAN. GFI RECEPTACLES SHALL BE PROVIDED AS PER PLANS.
COMPRESSION RATIO B.5-1 z 0
INTERFERENCE:
THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES SO THAT INTERFERENCE WITH EXISTING GROUNDING AND BONDING RATED RPM
3600
CONDITIONS, CONDUITS, PIPING, EQUIPMENT, AND ARCHITECTURAL AND STRUCTURAL MEMBERS IS AVOIDED. GROUNDING AND BONDING SHALL COMPLY WITH NEC 250. ALL METALLIC RACEWAYS SHALL
BE GROUNDED AND BONDED TRANSFER EQUIPMENT SHALL BE SUITABLE FOR THE INTENDED USE AND DESIGNATED AND INSTALLED SO AS
AS PER NEC ARTICLE 250. NON-METALLIC RACEWAYS SHALL BE PROVIDED WITH A GROUNDING CONDUCTOR SIZED AS TO PREVENT THE INADVERTENT INTERCONNECTION OF NORMAL
AND ALTERNATE SOURCES OF SUPPLY IN ANY MAX POWER 9 RATED RPM 71HP D LL
TESTING: PER NEC ARTICLE 250.122. OPERATION OF THE TRANSFER EQUIPMENT. TRANSFER EQUIPMENT LOCATED ON THE LOAD SIDE OF BRANCH
NO WORK SHALL BE ENCLOSED BEFORE ALL REQUIRED INSPECTIONS AND TESTS HAVE BEEN PERFORMED. ANY WORK PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR "GREEN WIRE" IN ALL SUB-FEEDERS
CIRCUITS AND ALSO IN CIRCUIT PROTECTION, SHALL BE PERMITTED TO CONTAIN SUPPLEMENTARY OVERCURRRENT PROTECTION HAVING GOVERNOR:TYPE:MAKE/MODE ELECTRONIC U)
W w
PREMATURELY CLOSED SHALL BE REOPENED FOR INSPECTION AND RESTORATION OF ALL WORK THEREBY SHALL BE AT ISOLATED GROUND BRANCH CIRCUITS AND IN BRANCH CIRCUITS WHERE NON-METALLIC
CONDUIT IS USED. AND INTERRUPTING RATING SUFFICIENT FOR THE AVAILABLE FAULT CURRENT THAT THE GENERATOR CAN + W �
THE CONTRACTOR'S EXPENSE. PROVIDE ISOLATED GROUND SYSTEM FOR ALL DATA AND COMMUNICATION EQUIPMENT LOAD. FREQUENCY REGULATION
/ 0.25% �, 0
NEUTRAL ON THE SECONDARY OF A TRANSFORMER MUST BE GROUNDED AS PER NEC ARTICLES 250.20(D) AND 250.30. DELIVER,
FIELD CHANGES: CONTROL VOLTAGE SHALL BE 120 VOLTS. THE TRANSFER SWITCH SHALL BE SUITABLE FOR OPERATION AT
THE ELECTRICAL CONTRACTOR SHALL CONSULT THE ENGINEER BEFORE THE IMPLEMENTATION OF FIELD CHANGES, LIGHTING FIXTURES AND LAMPS: MAXIMUM LINE VOLTAGE OF 600
VOLTS AND ACCORDING TO THE REQUIREMENTS OF NFPA-110 AND UL 1008. FUEL w 0/ U)
MODIFICATIONS OR ADDITIONS COVERING ELECTRICAL EQUIPMENT, ELECTRICAL INSTALLATION, DISTRIBUTION OF THE PROVIDE LIGHT FIXTURES SPECIFIED ON DRAWINGS. THE TRANSFER
SWITCH SHALL PROVIDE THE FOLLOWING FUNCTIONS: FUEL TYPE NATURAL GAS = Uj Q
ELECTRICAL LOADS, ELECTRICAL RISER OR SERVICE ENTRANCE THAT DEVIATES FROM THE ORIGINAL SIGNED, SEALED AND LIGHTING FIXTURES SHALL BE COMPLETE WITH ALL NECESSARY LAMPS, BALLAST,
WIRING, LAMP HOLDER REFLECTORS, OPERATING FUEL PRESSURE 5"-14 in.WATER COLUMN U)
APPROVED ELECTRICAL PANS. GLASSWARE, PARKING LIGHT FIXTURES, BASES AND MOUNTING ACCESSORIES AS REQUIRED TO PROVIDE FORA UPON POWER LINE OUTAGE, AUTOMATICALLY
START GENERATING SET. WHEN GENERATING SET COMES UP 2i
COMPLETE INSTALLATION. LIGHTING FIXTURES SHALL BE AS NOTED ON PLANS APPROVED BY THE ARCHITECT OR OWNER TO VOLTAGE, DISCONNECT LOAD CIRCUITS FROM MAIN LINE
AND TRANSFER THEM TO STANDBY SET U_ W
PROPOSED ELECTRICAL CHANGES, ADDITIONS AND MODIFICATIONS THAT DEVIATE FROM THE ORIGINAL SIGNED,
SEALED AND PROVIDED BY THE CONTRACTOR. OUTPUT
PLANS ORIGINALLY APPROVED BY THE BUILDING DEPT. WHICH ARE INTENDED TO BE INCLUDED BY THE ELECTRICAL ELECTRONIC BALLAST SHALL BE HIGH POWER FACTOR (90% MINIMUM), INSTANT
START, CLASS P WITH THERMAL EXHAUST O Lli
CONTRACTOR IN ITS "AS-BUILT" DRAWINGS SHALL BE REVIEWED BY THE ENGINEER FOR A WRITTEN APPROVAL BEFORE AUTOMATIC RESET. UPON NORMAL POWER LINE RETURN, TRANSFER
LOAD BACK TO LINE AND STOP SET.
THE CHANGES, MODIFICATIONS OR ADDITIONS ARE IMPLEMENTED. THE ENGINEER SHALL NOT BE RESPONSIBLE AND WILL ALL FLUORESCENT LAMPS SHALL BE ENERGY EFFICIENT. FOUR FEET FLUORESCENT
LAMPS SHALL BE T-8. EXHAUST FLOW AT RATED KW 429 CFM z j
NOT INTEGRATE FIELD CHANGES INTO THE ORIGINAL PLANS THAT HAVE NOT BEEN CONSULTED AND PRE-APPROVED ALL CEILING FIXTURES MUST HAVE AN IN-LINE FUSE (THERMAL PROTECTOR).
HANGING FIXTURES AND FANS MUST BE RATING OF TRANSFER SWITCH SHALL BE SUFFICIENT TO HANDLE CAPACITY OF LOADS BEING TRANSFERRED Z
BEFORE THEIR FIELD IMPLEMENTATION. SUPPORTED AS PER NEC ARTICLES 410.16 & 422.18. AND ALLOW FOR SHORT CIRCUIT CURRENTS OF 20 TIMES FULL LOAD RATING
FOR ONE SECOND. EXHAUST TEMP AT RATED KW 1150 F M
FIXTURES IN DIRECT CONTACT WITH INSULATION MUST BE RATED IC, AS PER NEC ARTICLE 410.65(C). AUTOMATIC TRANSFER SWITCH SHALL BE MECHANICALLY HELD ELECTRICALLY
OPERATED NORMAL/EMERGENCY -- w o
THE INTEGRATION BY THE ENGINEER OF FIELD CHANGES, MODIFICATIONS AND ADDITIONS INTO THE ORIGINAL SET OF ALL FIXTURES MUST BE LISTED BY A NATIONAL RECOGNIZED LABORATORY
(UL). POSITIONS INHERENTLY INTERLOCKED MECHANICALLY AND WITH MAIN CONTACTS MECHANICALLY ATTACHED TO A W W
PLANS TO CREATE A FINAL OF "AS-BUILT" PLANS IS NOT INCLUDED IN THE ORIGINAL CONTRACT AND SHALL BE COMMON SHAFT. PROVIDE MANUAL OPERATOR.
CONSIDERED AN OPTIONAL ITEM. PART 3 - EXECUTION MAIN CONTACT SHALL BE SILVER ALLOY WIPING-ACTION TYPE AND PROTECTED BY ARCING CONTACTS.
AUTOMATIC TRANSFER SWITCH MODEL KSE TS-840 200 AMPS RATING: _J J z
CUTTING AND PATCHING: GENERAL TRANSFER-CONTROL SWITCH SHALL HAVE A BATTERY CHARGER TO AUTOMATIC CHARGE AND MAINTAIN STARTING
Uj Y Lo
MAJOR CUTTING, PATCHING AND PAINTING REQUIRED BY THIS CONTRACT WILL BE PERFORMED IN A NEAT AND ALL WORK SHALL BE DONE IN A PROFESSIONAL MANNER BY QUALIFIED PERSONNEL
BATTERY FOR THE GENERATOR SET. Q ¢ Lo
WORKMANLIKE MANNER. ALL SURFACES SHALL BE RETURNED TO ORIGINAL CONDITION AFTER THE INSTALLATION OF THE TRANSFER SWITCH SHALL PROVIDE THE FOLLOWING
TIME DELAYS: TIME DELAY TO START GENERATOR POWER; Q KOHLER AUTOMATIC TRANSFER SWITCH MODEL KSE IS A SERVICE ENTRANCE RATED THAT INTEGRATE THE UTILITY CIRCUIT
BREAKER,
EQUIPMENT. CONDUITS: TIME DELAY TO PICK-UP LOAD; TIME DELAY TO RETRANSFER LOAD; TIME DELAY TO STOP GENERATOR POWER (n
CONDUITS RUNS, RACEWAYS AND PIPING SHALL BE CONCEALED IN WALLS, CEILINGS SLABS AND PARTITIONS WITH THE TRANSIENT VOLTAGE SURGE SUPRESSION
AND POWER MONITOR.IT IS SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT. W
GUARANTEES: EXCEPTION OF THE MAIN ELECTRICAL ROOM, MECHANICAL ROOMS, ELEVATOR ROOMS. NO RACEWAY SHALL BE EXPOSED
AFTER THE SYSTEM IS INSTALLED, THE CONTRACTOR SHALL CONDUCT AN OPERATIVE TEST FOR APPROVAL AND WITHIN INTERIOR SPACES. ALL OUTLETS AND WIRING DEVICES SHALL BE FLUSH MOUNTED.
SERVICE ENTRANCE AUTOMATIC TRANSFER SWITCH INCORPORATE AN INSOLATING MECHANISM AND OVERCURRENT PROTECTION ON THE �,J_� Z C)
ACCEPTANCE BY THE ARCHITECT/OWNER. UNLESS THERE IS A WRITTEN CONTRACT SPECIFYING OTHERWISE, THE ENTIRE CONDUITS TO BE EXPOSED WHERE SPECIFIED IN PLANS. CIRCUIT
WIRING UTILITY SUPPLY.THE ENCLOSURE SHALL BE NEMA 3R.THE ATS USE A TYPE TSC-840 MICROPROCESSOR-BASED CONTROLLER. N 0
ELECTRICAL WORK, INCLUDING PARTS AND LABOR, SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM THE DRILLING, BORING, CUTTING OR NOTCHING STRUCTURAL MEMBERS TO INSTALL
CONDUITS SHALL BE PROHIBITED. ANY THE OPTIONAL STANDBY SYSTEM WIRING SHALL BE PERMITTED TO OCCUPY THE SAME RACEWAY, CABLES, L.L.. 0 Q
DATE OF FINAL WRITTEN ACCEPTANCE THEREOF AGAINST DEFECTIVE MATERIALS, CONSTRUCTION AND WORKMANSHIP. ALTERATION OF ANY STRUCTURAL MEMBER THAT WILL IMPAIR ITS STRUCTURAL
VALUE SHALL REQUIRE THE APPROVAL BOXES, AND CABINETS WITH OTHER GENERAL WIRING. STANDARD FEATURES:
OF THE STRUCTURAL ENGINEER.
PART 2– PRODUCTS WIRING: GROUNDING: -PROGRAMMABLE/MULTI TAP SYSTEM VOLTAGE SELECTION
INSTALL ALL WIRING IN A CONDUIT SYSTEM WHERE SHOWN ON DRAWING WHICH IS ELECTRICALLY CONTINUOUS NON-SEPARATELY DERIVED SYSTEM: WHERE AN OPTIONAL STANDBY
SOURCE IS USED AS A NON-SEPARATELY SEAL
THROUGHOUT. DERIVED SYSTEM, THE EQUIPMENT GROUNDING CONDUCTOR SHALL BE BONDED TO THE SYSTEM GROUNDING LOAD ON UTILITY 9 LOAD
ON GENERATOR LIGHTS C/W LAMP TEST.
PRODUCT QUALITY AND CONFORMANCE: MARK WIRES AT BOTH END WITH THE CORRECT IDENTIFICATION NUMBERS USING SPECIFIED LABELS AND MARKERS. -3
PHASE VOLTAGE SENSING ON UTILITY 9 GENERATOR SOURCES
ALL PRODUCTS SHALL BE NEW AND UNUSED, RECEIVED IN ORIGINAL CONTAINERS, INSTALLED AND TURNED OVER TO ELECTRODE
THE OWNER FREE OF DEFECTS. WHERE MORE THAT TWO BRANCH CIRCUITS RUN THROUGH A SINGLE OUTLET, MARK EACH WITH THE CORRESPONDING -UNDER/OVE
R FREQUENCY SENSOR ON UTILITY SOURCE
ALL PRODUCTS SHALL BE APPLIED IN ACCORDANCE WITH THE REQUIREMENT OF NEC. CIRCUIT NUMBER AT THE PANELBOARD. _
--
DO NOT LEAVE UNUSED OPENINGS TIN ANY BOX. USE CLOSURE PLUGS AS REQUIRED TO FILL THE BOX. -UNDER/OVER FREQUENCY SENSOR ON
GENERATOR SOURCE <^
ALL PRODUCTS SHALL BE UL LISTED FOR THE INTENDED APPLICATION. INSTALL OUTLET BOXES FLUSH WITH FINISH SURFACES EXCEPT WHERE THE DRAWINGS SPECIFICALLY INDICATE SURFACE
-
OVER WHERE RECEPTACLES AND OUTLET BOXES FEED EQUIPMENT IN CABINET, COORDINATE THE POSITION of -O
VER VOLTAGE 3 PHASE SENSOR ON BOTH UTILITY AND GENERATOR SOURCES <, �
RACEWAYS: BOXES WITH CABINETRY. -DIGITAL 3 PHASE METERING OF VOLTAGE 9 FREOUENCY ON UTILITY AND GENERATOR
SOURCES
ALL CLASS I POWER (120V AND ABOVE) SHALL BE INSTALLED IN RACEWAYS.
- EMT: SHALL BE USED FOR INTERIOR SPACES WHERE NOT EXPOSED TO PHYSICAL DAMAGE. FITTINGS SHALL BE FIRE RATED WALL PENETRATION: -PHASE
BALANCE(UTILITY AND GENERATOR SOURCES)
STEEL OR DIE CAST. CONDUITS SHALL BE USED FOR RACEWAYS CONCEALED IN WALLS, ABOVE CEILINGS OR IN -ENGINE START DELAY
TIMER ENG.MANUEL A.CID,RE
OPENINGS AROUND ELECTRICAL PENETRATIONS THROUGH FIRE-RESISTANCE RATED WALLS PARTITIONS FLOORS OR
CONCEALED SPACES. SERVICE SIDE GENERATOR SIDE LIC#45176
- ENT MAY BE USED AS LONG AS ITS USE AND INSTALLATION COMPLIES WITH THE NEC ARTICLE 362. CEILINGS SHALL BE FIRE-STOPPED USING APPROVED METHODS TO MAINTAIN FIRE RATING
AS PER NEC ARTICLE -ENGINE COOLDOWN DELAY TIMER
300.21. PROVIDE FIRE-RATING COMPLIANCE IN HORIZONTAL PENETRATIONS WHERE THE CONDUIT PENETRATES THE BOND PLANTE TO GENERATOR FRAME
- RMC AND IMC: RIGID METAL CONDUIT SHALL BE USED IN EXPOSED LOCATIONS UP TO 5 FEET ABOVE FINISHED -ENGINE WARM-UP TIMER
FLOOR. HOT-DIPPED GALVANIZED INCLUDING THREADS. PROVIDE FOR HAZARDOUS LOCATIONS, EXTERIOR LOCATIONS, 1-HOUR FIRE RATED WALL BY FILLING THE GAP COMPLETELY AROUND PIPE WITH
CP-25 S/L CAULK. AS PER N.E.0 AND MANUFACTURE ISSUE DATE
WHERE EXPOSED TO PHYSICAL DAMAGE AND FOR ELBOWS INTO THE GROUND OR THE SLAB. INSTALL ELLS AND RISERS RECOMENDATION EXERCISE TIMER
7,I4, AY
21 AND 28 D AS BUILT SET JuNno
STUBBED UP 6 INCHES FROM CONCEALED SLAB RUNS OR 48 INCHES ABOVE GROUND WHERE EXPOSED ON WALL. EQUIPMENT CLEARANCES: -DATA
LOGGING
RUNS BELOW THE SLAB OR FINISHED EXTERIOR GRADE SHALL BE PAINTED WITH TWO (2) COATS OF BiTUSMATIC PAINT ELECTRICAL EQUIPMENT SPACE AND INSTALLATION SHALL COMPLY WITH
NEC ARTICLE 110.26.
UP TO A POINT 2" ABOVE GRADE/SLAB. DURING THE ORIGINAL INSTALLATION OR ON FIELD CHANGES CONCERNING THE LOCATION OF PANELS, BREAKERS,
- PVC SCHEDULE 40: MAY BE USED WHERE CONDUIT IS RUN IN CONCRETE SLABS OR 12" BELOW THE SLAB OR DISCONNECTS, TRANSFORMERS ETC, THE ELECTRICAL CONTRACTOR SHALL ENSURE THAT
THE WORKING SPACE IN FRONT
OF THE EQUIPMENT AND THE CLEARANCE COMPLY WITH THE NEC ARTICLE 110.26. (� BARE
WHERE BURIED 24" BELOW FINISHED GRADE OR 30" UNDER VEHICULAR TRAFFIC AREAS. AL
PVC JACKETED FLEXIBLE METAL CONDUIT: MAY BE USED FOR MOTORS OR EXTERIOR EQUIPMENT CONNECTIONS, CONDUCTOR
OUTSIDE LOCATIONS, WHERE EXPOSED TO MOISTURE.
- UNDERGROUND RUNS: UNDERGROUND RUNS SHALL BE PROVIDED WITH A YELLOW RIBBON TAPED ALONG THE TRENCH
6" BELOW GRADE FOR RACEWAY IDENTIFICATION. REFER TO
- FLEXIBLE METAL CONDUIT: MAY BE USED INSIDE CABINETS. FLEXIBLE CONDUITS SHALL BE LIMITED TO 6 FEET IN RISER FOR SIZE. GROUNDING
CONDUCTOR SHALL
LENGTH OR AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE PROVIDED WITH THE BRANCH CIRCUIT CONDUCTORS AS BE CONTINUOS FROM SERVICE TO
PER NEC. MAY BE USED WITH LIGHTING FIXTURES, MOTORS, TRANSFORMERS AND VIBRATING EQUIPMENT CONNECTIONS = I ��
GENERATOR FRAME
IN LENGTH NO EXCEEDING 6 FEET. WATERTIGHT FLEXIBLE CONDUIT SHALL BE USED FOR MOTORS OR EXTERIOR
EQUIPMENT CONNECTIONS.
' CONDUCTOR
GROUNDING CONDUCTOR SHALL
WATER BE CONTINUOS FROM SERVICE TO
PIPE
GENERATOR FRAME
Y _ 6'-O' MIN. — DRAWING TITLE