HomeMy WebLinkAboutEngineeringAC
ALTERNATING CURRENT
MCC
MOTOR CONTROL CENTER
AIC
AIR CONDITIONING
MDP
MAIN DISTRIBUTION PANELBOARD
AL
ALUMINUM
MTS
MANUAL TRANSFER SWITCH
AHU
AIR HANDLING UNIT
MLO
MAIN LUGS ONLY
ATS
AUTOMATIC TRANSFER SWITCH
NEC
NATIONAL ELECTRICAL CODE
AMP
AMPERE
NEMA
NATIONAL ELECTRICAL MANUFACTURERS
AFCI
ARC FAULT CIRCUIT INTERRUPTER
ASSOCIATION
ANSI
AMERICAN NATIONAL STANDARDS INSTITUTE
NFPA
NATIONAL FIRE PROTECTION ASSOCIATION
C
CONDUIT
PLCS
PLACES (QUANTITY)
CU
COPPER CONDUCTOR
PNL
PANEL
COVE;
CITY OF VERO BEACH
PVC
POLYVINYL CHLORIDE CONDUIT
DC
DIRECT CURRENT
RMC
RIGID METAL CONDUIT
EXIST
EXISTING
RTU
ROOF TOP UNIT
FPL
FLORIDA POWER &LIGHT
TYP
TYPICAL
G
GROUND
TEMP
TEMPORARY
GFCI
GROUND FAULT CIRCUIT INTERRUPTER
UG
UNDERGROUND
IRC
INDIAN RIVER COUNTY
UL
UNDERWRITERS LABORATORY
KVA
KILOVOLTAMPERE
JON
UNLESS OTHERWISE NOTED
KW
KILOWATT
V
VOLT
MC
METAL CLAD CABLE
VA
VOLT AMPERE
MCB
MAIN CIRCUIT BREAKER
W
WATT
XFMR
TRANSFORMER
GRADE
GENERAL NOTES:
1. LIGHT LINE WORK REPRESENTS EXISTING TO REMAIN.
2, LIGHT/ DASHED LINE WORK REPRESENTS EXISTING TO
BE REMOVED.
3. DARK AND RED LINE WORK REPRESENT NEW
EQUIPMENT, CONDUIT, AND WIRE.
:2AIL=.12111
R�ISIIN(ol bX8
i,H 6ROLINi FIJD5
SCOPE OF WORK:
• PROVIDE AND INSTALL 200 AMP BE RATED ATS NEXT TO FPL METER CAN ON
EXTERIOR WALL. RE -FEED INTERIOR MAIN PANEL VIA NEW TROUGH AND SEPARATE
NEUTRALS AND GROUNDS IN MAIN PANEL.
• UTILIZE PRE -FABRICATED GENERATOR PAD. SEE DETAIL 1 ON SHEET E3.
• PROVIDE AND INSTALL 500 GALLON LP STEEL GAS TANK.
• PROVIDE AND INSTALL (1) 22kW GENERAC LP GAS GENERATOR.
• PROVIDE AND INSTALL CONDUIT AND CONDUCTOR FROM NEW GENERATOR TO
NEW ATS.
• LOAD SHED (1) HVAC SYSTEM.
• GENERATOR LP GAS CONNECTION BY FERRELLGAS AS A SUBCONTRACTOR UNDER
THIS PERMIT.
• NEW LP TANK TO BE PROVIDED AND INSTALLED BY FERRELLGAS CONTRACTOR
UNDER A SEPARATE PERMIT.
• NO NEW BRANCH CIRCUIT LOADS SHALL BE ADDED TO HOUSE PANEL UNDER THIS
SCOPE OF WORK.
GENERAL NOTES:
• THE ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL ELECTRICAL SERVICE ROUGH IN AND INSTALLATION
DETAIL WITH THE LOCAL UTILITY POWER COMPANY.
• THIS ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE LOCAL ORDINANCE, AND
THE NATIONAL ELECTRIC CODE, PRESENTLY IN EFFECT.
• ALL ELECTRICAL WORK FOR THE ENTIRE PROJECT SHALL BE PERFORMED IN A NEAT AN CRAFTSMAN LIKE MANNER BY
PERSONS SKILLED IN THE ELECTRICAL TRADE, AND SHALL BE DONE UNDER THE SUPERVISION OF A MASTER ELECTRICIAN
LICENSED IN THE STATE OF FLORIDA.
• THIS ELECTRICAL INSTALLATION SHALL BE PROTECTED FROM PHYSICAL DAMAGE AND SECURELY SUPPORTED AND
FASTENED, WITH WORKING SPACE PER NEC 110.26.
• PVC SCHEDULE 40 CONDUIT SHALL BE USED UNDERGROUND, IN OR BELOW CONCRETE AND WHERE EXPOSED NOT
SUBJECT TO DAMAGE. PVC SCHEDULE 80 CONDUIT SHALL BE USED WHERE EXPOSED, SUBJECT TO DAMAGE.
• ALL MATERIAL SHALL BE NEW, FREE FROM DEFECT AND SHALL BE LISTED AND BEAR THE LABEL OF A RECOGNIZED
TESTING LABORATORY.
• GROUNDING PER NFPA 70 2011 EDITION ARTICLE 250.
• STANDBY SYSTEM INSTALLATION PER NFPA 702011 EDITION ARTICLE 702, AND MANUFACTURER INSTALLATION
INSTRUCTIONS.
LOAD MANAGEMENT
"LCM- LOAD SHED
LOAD MANAGEMENT TECHNOLOGY ALLOWS THE LOAD CONTROL MODULE TO MONITOR GENERATOR PERFORMANCE AND
ONLY SHED LOADS WHEN ABSOLUTELY NECESSARY BY MONITORING GENERATOR CURRENT AND FREQUENCY. BY ONLY
SHEDDING THE NONESSENTIAL CIRCUITS, THE ESSENTIAL CIRCUITS ARE ALWAYS POWERED. LOADS ARE SHED THROUGH
INTERRUPTION OF INDIVIDUAL CONTROL CIRCUITS (AHU/AC) AND POWER CIRCUITS (RANGE AND WATER HEATER).
NO 1 GENERATOR ADDITION RISER DIAGRAM
Eetl..Ud Adual Unwed
TrerelenlR ulrement (LRA) (LRA) (LRA)
LarBeet MotMe np Ampe (LRA2,12 79B
Wed
NEC
Summery NEC Lead
G E N E RAC
Required
LOAD SHED;
General LiBMing & Ra plade6
10.1
Flxetl YrR.w Appllancm & Mature
Sum Wall General Were
We
We
(1) 3.5 TON AC CONTROL CIRCUIT
iA 1�p if
-�����•�
u�A�f
FaF
(1) 3.5 TON HEAT PUMP
0
0
0
0
it
Larger of Heating&Coati
0
0
COMPLETE ELECTRIC INC.
WA
Elevalbn
Oft
637 SEBASTIAN BLVD.
MlMmum else B.rwet.r for We, starling Weramenb
11
BTU IoW requlred
SEBASTIAN. PL 32858
22 kW Genese Model Generator Rawnimended
(772) 388-0533
200 AMP Nr LI".I� `I'
Sizing Report
u..
M,
2- PVC CONDUIT
(2)#410 THWN AL (LINE)
7
GENERAL t-)U>P
SE RATED IAVI�L
ATS
I IL I t R
(1) #4/0 THWN AL (NEUTRAL)
Retell NNnInal VNinge
240
SO,.KET
Generator Poet Choke
Propene
120 210 1
SUN MHhad(NEC 220)
Pen IV
.
(Part Is racidree Wr "Isetad drew Implem.malbn, Both v.11d for whole Iwus.)
2" PVC CONDUIT
2" PVC CONDUIT
GemrM LIDNIq & Recaplaclea
Load (kW)
1
(2)#410 THWN AL (LINE)
(2)#410 THWN AL (LINE)
Squera FwUn,Bebp CovaredjM2)
1880
5.58
(1) #4/0 THWN AL (NEUTRAL)
(1) #4/0 THWN AL (NEUTRAL)
SmellAppllence 01mb (W amps)
(1)#6 THHN CU (GROUND)
(1)#6 THHN CU (GROUND)
Kitchen ClralN
2
3
Launtlry Cewlte
1
1.5
1-114"PVC CONDUIT
(2) #3 THHW CU (LINE)
L)
(1)#3 THHW CU (NEUTRAL)
ManeBetl
Wade
Eatlmew
(kM
NamepUr.
O.P.)
(1)#8 THHW CU (GROUND)
Flxetldn-Place AopnencefBMNoia
240V
Load GWR
(NEW)
Dryer
5.5
X
5.5
. 6'X6'X24"LONG 314° PVC CONDUIT
M]tN ve
Rena -Man w/ Top
1.3
8.5
X
L3
8.6
I. TROUGH
(6)#14 THHN CU
PON Pump
2.0
2.0
(1) #14 THHN CU (GROUND)
RNroerawr
0.8
0.8
'
(NEW) GENERATOR:
RNrON.tpr
0.80.8
AIR COOLED
Oiehwuher
1.5
1.5
GENERAC 22KW
WNI Pump
i's
1.5
Winer Heater
80
X
6.0
®100m,
BRF 11R
Menaged
Eatlmated
Nameplele
GRADE
AL CondkbnlrloBCodliw
•
(kW)
(-Ps)
240V
Lead(W
Sb Tan UMt
3.5
X
0.0
Maria se
Estimated
Nameplate
Heating S Ned PumPe
Leede
(kW)
lamps)
210V
Wed tkWl
if. %a'.;l n..,
he -71M. maM
X
0.0
35
X
0.0
:2AIL=.12111
R�ISIIN(ol bX8
i,H 6ROLINi FIJD5
SCOPE OF WORK:
• PROVIDE AND INSTALL 200 AMP BE RATED ATS NEXT TO FPL METER CAN ON
EXTERIOR WALL. RE -FEED INTERIOR MAIN PANEL VIA NEW TROUGH AND SEPARATE
NEUTRALS AND GROUNDS IN MAIN PANEL.
• UTILIZE PRE -FABRICATED GENERATOR PAD. SEE DETAIL 1 ON SHEET E3.
• PROVIDE AND INSTALL 500 GALLON LP STEEL GAS TANK.
• PROVIDE AND INSTALL (1) 22kW GENERAC LP GAS GENERATOR.
• PROVIDE AND INSTALL CONDUIT AND CONDUCTOR FROM NEW GENERATOR TO
NEW ATS.
• LOAD SHED (1) HVAC SYSTEM.
• GENERATOR LP GAS CONNECTION BY FERRELLGAS AS A SUBCONTRACTOR UNDER
THIS PERMIT.
• NEW LP TANK TO BE PROVIDED AND INSTALLED BY FERRELLGAS CONTRACTOR
UNDER A SEPARATE PERMIT.
• NO NEW BRANCH CIRCUIT LOADS SHALL BE ADDED TO HOUSE PANEL UNDER THIS
SCOPE OF WORK.
GENERAL NOTES:
• THE ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL ELECTRICAL SERVICE ROUGH IN AND INSTALLATION
DETAIL WITH THE LOCAL UTILITY POWER COMPANY.
• THIS ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE LOCAL ORDINANCE, AND
THE NATIONAL ELECTRIC CODE, PRESENTLY IN EFFECT.
• ALL ELECTRICAL WORK FOR THE ENTIRE PROJECT SHALL BE PERFORMED IN A NEAT AN CRAFTSMAN LIKE MANNER BY
PERSONS SKILLED IN THE ELECTRICAL TRADE, AND SHALL BE DONE UNDER THE SUPERVISION OF A MASTER ELECTRICIAN
LICENSED IN THE STATE OF FLORIDA.
• THIS ELECTRICAL INSTALLATION SHALL BE PROTECTED FROM PHYSICAL DAMAGE AND SECURELY SUPPORTED AND
FASTENED, WITH WORKING SPACE PER NEC 110.26.
• PVC SCHEDULE 40 CONDUIT SHALL BE USED UNDERGROUND, IN OR BELOW CONCRETE AND WHERE EXPOSED NOT
SUBJECT TO DAMAGE. PVC SCHEDULE 80 CONDUIT SHALL BE USED WHERE EXPOSED, SUBJECT TO DAMAGE.
• ALL MATERIAL SHALL BE NEW, FREE FROM DEFECT AND SHALL BE LISTED AND BEAR THE LABEL OF A RECOGNIZED
TESTING LABORATORY.
• GROUNDING PER NFPA 70 2011 EDITION ARTICLE 250.
• STANDBY SYSTEM INSTALLATION PER NFPA 702011 EDITION ARTICLE 702, AND MANUFACTURER INSTALLATION
INSTRUCTIONS.
LOAD MANAGEMENT
"LCM- LOAD SHED
LOAD MANAGEMENT TECHNOLOGY ALLOWS THE LOAD CONTROL MODULE TO MONITOR GENERATOR PERFORMANCE AND
ONLY SHED LOADS WHEN ABSOLUTELY NECESSARY BY MONITORING GENERATOR CURRENT AND FREQUENCY. BY ONLY
SHEDDING THE NONESSENTIAL CIRCUITS, THE ESSENTIAL CIRCUITS ARE ALWAYS POWERED. LOADS ARE SHED THROUGH
INTERRUPTION OF INDIVIDUAL CONTROL CIRCUITS (AHU/AC) AND POWER CIRCUITS (RANGE AND WATER HEATER).
NO 1 GENERATOR ADDITION RISER DIAGRAM
Eetl..Ud Adual Unwed
TrerelenlR ulrement (LRA) (LRA) (LRA)
LarBeet MotMe np Ampe (LRA2,12 79B
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMP IA I
REVIEWED BY
DATE 7
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
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Z < IX
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07/19/2017
1 OF
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Wed
NEC
Summery NEC Lead
(,W)
Required
General LiBMing & Ra plade6
10.1
Flxetl YrR.w Appllancm & Mature
Sum Wall General Were
We
We
20.8
iA 1�p if
u�A�f
FaF
Gaoling
Heating (wldemaM fedora)
0
0
0
0
it
Larger of Heating&Coati
0
0
S4kp hasod en r"Oramam• N NEC Mies 220, Ped IV
WA
Elevalbn
Oft
MlMmum else B.rwet.r for We, starling Weramenb
11
BTU IoW requlred
350000
22 kW Genese Model Generator Rawnimended
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMP IA I
REVIEWED BY
DATE 7
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
K W to
°Z
O ~ W LL
M uLl
Z < IX
WU' � Z a
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Z �O
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07/19/2017
1 OF
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(EXISTING) INTERIOR LINE 163,89'
HOUSE PANEL PROPERTY
12.0'
I
50.1'
GARAGE
62.8'
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Z
IDRIVEWAY
Q
a R' N
LL
I
DECK
W
m
W
S
W W F
H
SINGLE FAMILY
N y n
Z
v
RESIDENCE
5106 INDIAN BEND LANE
,Wj
d M m
'I
I
FORT PIERCE, FL. 34951 POOL
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PATIO
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LJ
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;HED
Q
10'-0"
m�
ao
Td
10-0 LINE 181.70'
W N
ry
PROPERTY
(NEW)GENERATOR
M
ry
PAD LOCATION
n
(NEW) ATS LOCATION
I
(NEW)500 GAL. (EXISTING) UTILITY
v
I
LP TANK LOCATION METER LOCATION
C
0o5
Y
O J
1--Z
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QQ�tt1 W
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r
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9
FUNK L BF.NNARDO, P.E.
HURRICANE CONCRETE PAD FOR GENERATORS ALLOWABLE DESIGN PEA 0046549
- --
PRESSURE; SEE TABLE
REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED k
(GENERAC AND HONEYWELL UNITS) FOR USEW[THTHISSVSTEMSHALLUEDETERMINEDUNDER 0 16
SEPARATE CERTIFICATION ON A I08 -SPECIFIC OASIS IN
(ON -GRADE APPLICATIONS ONLY) ALOADREQUIREMCCORDANCE EITSASDEHE ERMINED INAC66SPECIFIC rRIIANIP..
LOAD REQUIREMENTS AS DETERMINEDJNACCORDANCE IE60974�RIANI P.C.
GLEN ERABEENOTESNDSHALLBEFABRICATEANY SSSEMBLYASSHOWHTHEVEDESIGN WITH THE APPLICABLE BUILDING CODE SHALL BE LESS E�09%a
THAN OR EQUAL TO IDT7': ROT r,UN.A
1.
S SYSTEM HAS
N DESIGNED
ACCORDANCE
GENERATOR UNIT BY S PRESSURE ASD' CAPACITY VALUES LISTED HEREIN FOR tNl'J4 YY illi u1W4 kN NkLN &
SEPARATE SUBMITTAL GTN.
H N
(SEE CONCRETE PAD I DN1� 4EN �NfT z + a s
SCHEDULE FOR MINIMUM 2 ~ / I \ TDTy REQUIREMENTS OF THE FLORIDA BUILDING CODE 5TH EDITION(2014)&2010 FBC. L 7
IG� I _ _,. 2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 1 m
WEIGHT REQUIRED) I t DETERMINED BY OTHERS ON A JOB-SPECIIC OASIS IN ACCORDANCE WITH THE GOVERNING CODE. UJ V L U a
- _ 3. MAXIMUM DIMENSIONS AND WEIGHT OF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS W � LL N : m ' a
F ' I
STATED HEREIN. LLhi
u '
_ I 4. THE AREA UNDER CONCRETE STAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS, Z cc VJ W u P? X
AND , TER
FOREIGN
HESE CONCRETE PADS HAVE BEEN DESIGNED F ADN COMPACTED SOIL AS ED eMIN MSOIL ILL CO FFICIENT OF
OTHERS, OIL Q W o w 2 a
- -- - - ----= = - - --= - - - - I - NADZ I -I� \ nTYT MODULUS = 100 PCI
. SHOULD OTHER CONDITIOUM BEARING NS ORTY MATERIALSBE ENCOUNTERED2,000 PSF AND MINIMUM BGRADE Mp N Q O W
(I II IIrr II i' THICKNESS /"-� DTy 5 ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK. W W O,i W ^�i
ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ALL m 0
MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER
FRONTVIEW �.�� 6 ENGINEERRECOMMESEALAFFIXED HERE TOONS AND ARE E VALIDATES STRUCTURAL DESIGN AS EXPRESS RESPONSIBILITY OF THE SHOWN ONLY. USE OF THIS 0W�ww
f ` L
J
I
--- --- --------- -PAD LENGTH --- --------------" --- -� NAD �I - \ _ �.-�� _ �•� SPECIFICATION BY CONTRACTOR, et, al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL 10 p
THICKNESS COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL
ENGiH ' BYBLOICATION, SYTEM ERECTION, CAL, STATES& FEDERAL OD SO& FROMIEVFIATIONSICES BEYOND OF THIS PLAN. 15. AT WATCH IS CALLED FOR
F
ISOMETRIC VIEW 7. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING z 8
CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING O U
MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED
HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE
LOCATION FG3154-4G ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE a
INSTALLING CONTRACTOR.
---� --- _ _ - a. THE ROLE OF THIS ENGINEER FOR THIS PROJECT 15 THAT OF SPECIALTY ENGINEER AND NOT THE w j
ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL BE O
RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WI 110i SHALL 1-9.85g..
T��\ BE COORDINATED BY THE PERMITTING CONTRACTOR. d 'o
Z
I t' 9.859"-' 1 = - 9. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. Q� Q o 3 z w
tl 4 ry 0 INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR S(1PPUED DATA ANDO 3 M s l9
MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY `14 ,�., a. d
1-
3 FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO U C L9 f K Ow
?-]- - o O ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA, THEY MAY VARY SLIGHTLY, BUT MUST a N
REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY OTHERS = 3 F w C1
PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN U O f a
OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATIOND M w
PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION LIkL�T Q O
\I '^ TYPICAL ANCHORAGE: OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND r j Y f
- - - - - - INVALIDATE OUR CERTIFICATION. 10 M Z
3/8" D
(4) IA. AMIFAST CONCRETE INSERTS -- 10. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE (%� o O
(PART# 165003 & TEST REPORT 95329 BY INTENDET). g u
ELEMENT MATERIALS TECHNOLOGY) W/3/8" - -_._.. _ _.__ _._. _-_- -_ _____ __--___-_ 0
DIA. BOLT ASTM A307, 3MIN. EDGE CONCRETE PAD SCHEDULE
53.56"(PAD LENGTH)Ll.l
"
._--._-.___ _- _
DISTANCE, ]-3/B" EMBED. INTO CONCRETE z
UNIT DIMENSIONS (IN) PAD UIMI:NSIUNS (IN) WIND LOADS 1-4
PLAN. VIEW (BASE PAN MIN. THICKNESS = 0.69" AND MIN. _ _ MINIMUM PAD ___ __ _ 0 o
C` BEARING STRENGTH = 6 KSI) - - - - - UNI T CONCRETE - - ITEM GENERATOR UNIT WfIGI Il PAT) MODI=L ll wE1Ghn ALLOWABLE ALLOWABLE sa
W10111 I[NGIII hILIG1IT - (LBS) WIDTH LENGfH THICKNESS (LOS) PRESSURE RESULTANT
(PST) (LBS) v a m li
1 8KW 75.00 48.00 29.00 360 FG31S4-4G 30.56 53.56 4.00 240 30.72 296.93 m ; e
2 IOKW 75.00 48.00 29.00 40/ G31S4-4G 30.56 53.56 4.00 240 33.13 320.25-
uL k {'
3 14KW 2.5.00 48.00 29.00 435 FG3154-4G 30.56 53.56 4.00 240 34.57 334.21 z l i p
L9
S' J N
WIND LOAD I I F- 4 IGKW 15.00 /4800 79.00 448 FG3154-4G 30.56 53.56 4.00 240 35.26 340.85 m a Y'2' [
p,
RESULTANT --. a�'T r
5 16KW 2S.OR 4800 29.00 513 FG315A-4G 30.56 53.5656 4.00 240 3853 32.44_ R - 37
6 17KW ?'5.00 48.00 29.00 471 FG3154-4G 30.56 5356 4.00 240 36.40 351.88 a A F
j i 7 17KW 25.00 48.00 29.00 431 FG3154-4G 30.56 53.56 400. 240 343/ 33220NS� di [s
w 8 20KW 25.00 48 00 29,00 451 FG3154-4G 30.56 53.56 4 0000 _ 740 _ 35,39 347.12
9 20KW 75.
-- -53.56
___. y1 I6II LNGIXEfli1N4 E%VN
00 48,00 29.00 516 FG3154-4G - 30.56 3 5G 4.00 240 _ 38.70 374.09
Z i 10 22NW 25.00 48.00 29.00 526 FG3154-4G 30.56 53.56 400 240 3970 378.93 amN14-1669AEss'
I _ - SCALE: .S
1- CULL II IIC PADS WEIGHT PROVIDED BY MANUFACTURER, SOLID
BY OTHERS.
1_17- FULL THICKNESS OF PADS 51 [ALL UC CONDI SIGNED WITH SOLID PRECAST CONCRETE, MINIMUM COMPRESSIVE STRENGTH, fc.=4 OUO FPSIER N' 28 DAYS., �-
(. -- 3- ALL OTHER UNITS NOT SHOWN SHALL BE DESIGNED ON A CASE BY CASE BASIS. LARGER CONCiIfI'E PADS MAY BE DESIGNED PER DIFFERENT LOAD COMBINATIONS. qq -
95°I SIDL VIEW- - I PAD 4- CONTRACTOR SHAH. PROVIDE 5/8" DIA. (0.675" O.D.) GALV. TUBE ASTM A53B SCH 40 MIN. 012 112" DIA. SOLID COZ'I'ER BAR SPIKE, W MIN. EMBED. (ALSO SEE MIN.
NAD WIDTH P 1
{I it THICKNESS EMBED. AS PER CURRENT' ELECTRICAL CODE, BY OTHERS) INTO GROUND THROUGH CONCRER PAD FOR SLIDING ld bIS 1ANCE PURPOSE, 12 DIAMETERS EDGE DISTANCE �Ikdll
- I ROM ANY CONCRETT PACE(NO I'SI IOWN).
NO ]ATF PRE -FABRICATED GENERATOR PAD DETAIL
U:xl,
Z row,
N
U_j
Lu AL
W Q< a M
LU LU N U)
m
2M LU
0
E JYr
�i LJ u_o
2 u p
OJB- W
K Z N
'0ggLL
OHZ-j
F w LL
m W
U
Z ~ Q W
(9Bf ZLL
W
Z 0 N LL 0
------------
E3
07/19/2017
3 OF