HomeMy WebLinkAboutAUTOMATIC TRNASFER SWITCH®/ill //A" ,
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Description
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LISTED
`CUL only acplies to non -service rated s;vitches
Generac Automatic Transfer Switches are designed for use with single phase generators that utilize an Evolution'" or NexusT""
Controller. The 100, 200, and 400 amp open transition switches are available in single phase in both service equipment rated and
non -service equipment rated configurations. The 150 and 300 amp open transition switches are only available in a service rated
equipment configuration.
Stan
Service
years of
switches
DPM T
Through th
controlled)
managed a
•.
u rudiures
d (RXSW) Generac Automatic Transfer Switches are housed in an aluminum NEMA/UL Type 313 enclosure*, with
ally applied and baked powder paint. The Heavy Duty Generac Contactor is a UL recognized device, designed for
+ice. The controller at the generator handles all the timing, sensing, exercising functions, and transfer commands. All
covered by a 5 year limited warranty.
* Non -service rated (RXSC) switches are housed in a steel enclosure.
t'1111uiugy
use of digital power technology (DPM), these switches have the capability to manage up to 4 individual HVAC (24 VAC
)ads with no additional hardware. When used in tandem with Smart Management Modules, up to 8 more loads can be
well, providing the most installation efficient power management options available.
� �SD
900 t
200g
' GENERAC"
100-400 Amps, Single Phase Autom ' Automatic Smart Transfer Switches
Function' s
Ail timing and (sensing functions orginate in the generator controller
MLY
Timer tog age drop -out ....................
.................................................................
................... ............................................................................
...................................<65
Timer tolgenerator s`uv�t.................................................................................... .............10 second faciorJ set, adjustble between 2-1500 seconds by a qualified dealer'
Engine vjarm up delay.................................................................................. .
S'raridby Voltage sensor.........................................................
..................................5 seconds
Utility voltage pickup. ..........................
65% for 5 seconds
..........................................................
e-�ansferb��re delay.........................................................................................>90%
...........................................................................................
Engine coof-down timer .............• 15 seconds
..........................................................................................................................................
Exerciser, .... ................................... ...............60
.................................................. ....5 6r 12 mint ies adjustable weekly/i3i-week'y nu`11nds
......................................... _ _
The transfer Switch can be operated manu2lfy widtcut power applied.
'V•/hen used in conjunction with units utilizing Evolution- controls *'AdjusL'ofe via the controller
specifidations
Model
I RXSC100A3
I RXS11100A3
I RXSW150A3
I RXSC20OA3
I RXSW20.OM
I RXSW300A3
I RXSC400A3
I
Amps
100
I 100
150
200
RXSW400A3
VoltageI
Load TransitionlType
120/240,1 a
Open
120/240,1 a
I 120/240, i s
120/240,1 a
200
120/240, 1 e
300
120/240, 1 e
I 400
120/240, t o
400
120/240,1 a
(Automatic)
Transition
Open Transition
Service Rated
Open Transition
Ser lice Rated
Open Transition
Open Transition
Open Transition
Open Transit on
Open Transition
Enclosure Type
NEMA/UL 3R
NEMA/UL 319
I NEMA/UL 3R
Service Rated
Service Rated
Service Rated
UL Rating
NEMA/UL 3R
NEMA/UL 3R
NEMAML 3R
NEMA/UL 3R
NEMA/UL 3R
'Nthsand RatingI
UL UL
UL
UUCUL
UL
UL
UUCUL
UL
(Amps)
10,000
10.000
22;000
10000
23.000
22,G00
Lug Range
1/0 -
T14 I
22,000
22.000
250 MCM -�6
600 MCM
- --4 or 1/0 - 250
MCM
I
r
i
LDimensi,ons
i-- wi --t
Model I RXS0100A3 RXSW,,O RXSW150A.3 j RXSC200A3 I aXSN200A3 RXSW30OA31 RMC400A3 I RXS'N400A3
Height I 117.29/437.9 i 17.24/437.9I 26.751679.4117.24/437.9 126.75i679.4
OnArn)
H2
31.25/793.8
20/508 20/508 I 30/762 I 20/508 I 30/762 148/1219.2 I 36/914.4 148/1219.2
Width W11 I125/317.5 125/3i7.5I10.5/266.7I12.5/317.5 10.51266.7 16-69/423.9 19-18/487.2 16-69/423.9
(inJmm)
W2 114.6/370.8 14.6/370.8 13.5/342.9 14-5/370.8I13.5/342.9I21:82/5541 24/609.6 21.82/554.2
Depth (inJmm) 7.09/180.1 17.091180.1 16.3/160.1 17.09/180.1 16.3/160.1 10.06/255.5 10.06/255.5 10.06/255.5
Weight (Ibs.A llos) I 20/9.07 122.5/10.21 139117.69 I 20/9.07 139/17.69 140/63.5 133/60.33 1140/63.5
GENERAC
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Generac Power Systems, Inc. • S45 W29290 HM 59, Waukesha, WI 53189 • generac.com
C2017 Generac Power Systems, Inc. A9 rights reserved. Al specifica8ons are subject to change withmrt not ce BuOetin 10000013459 A 04/24/17
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HURRICANE CONCRETE PAD FOR GENERAC GENERATORS (GENERAC UNITS)
LIWTs & REQUIREMERTS OF USE:
1) THE PAD AND THE SUPPORTED EQUIPMENTMUST BE LOCATED AT GROUND LEVEL THIS TABLE DOES NOTAPPLYTO ROOFTOP EQUIPMENT, EQUIPMENT LOCATED ON BALCONIES, d S
OR ANY OTHER EQUIPMENT 70 BE ELEVATEDABOVE GROUND LEVEL d
2) THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVEALL MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS.
MINIMUM SOIL COEFFICIENT OF FRICTION a CL25
3) MAXMII M DIMENSIONSAND WEIGHTOF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. PAD WEIGHT TO BE VERIFIED BYOTHERG.
4) ORIGINAL EQUIPMENTMANUFACTURER INSTALLATION INSTRUCTIONS SUPERSEDE HURRICANE PAD INSTALLATION INSTRUCTIONS IF MORE STRINGENT. 6) ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) PAD WIDui'
SHALL BEASPERMANLIFACTURF_R RECOMMENDATIONS AND ARE77IE EXPRESS RESPONSIBILITY OFTHE CONTRACTOR,
B) ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGNAS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, OL al. INDEMNIFIES &SAVES p, 9w
"ARMLESS THIS ENGINEER FOR ALL COST& DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, WItlSI' ACP
CONSTRU07ION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN.
T) THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOTTHE ENGINEER OF RECORD. CONSEQUENTLY, THE E���
ABCHTTECTIENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE
COORDINATED BYTHE PERMITTING CONTRACTOR.
B) THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANYSPECIFIC PROJECT SITE
8) THS ENGINEER SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE---5t.31n. PAD LENGTH
SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN.
10) THIS ENGINEER SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO RE-EVALUATE THIS WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO
MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.
11) ALTERATIONS OR ADDITION$ TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION
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`\�`•�I � aWWau-°r+alr12)EKCEPTASEXPRESSLYPROVIDEDHEREIN, NOADDITIONALCERTIFICATIONS ORAFFIRMA71ONSARE INTENDED. eneeklH-Ora
... 13) PADS SHALL BECONSTRUCTED WITH PRECAST CONCRETE, MINIMUM COMPRESSIVE STRENGTH, fc=7,000PSI AT28DAY5.
14) ALL OTHER UNITS NOT SHOWN SHALL BE DESIGNED ON A CASE BYCASE BASIS. `� ���•�gG E NS�.'yr-
16) CONTRACTOR SHALL PROVIDE6A7 DIA. (0,s7b-O.D.) GALV. TUSEASTM A639 SCH 40 MIN, OR 1R" DIA. SOLID COPPER BAR ` �� • �• ;� '
SPIKE4' MIN. EMBED. (SEE MIN. EMBED. AS PER CURRENT ELECTRICAL CODE BYO INTO GROUND THROUGH CONCRETE
PAD FOR SLIDING RESISTANCE PURPOSE,12OU1METERS EDGE DISTANCE FROM ANY CONCRETE FACE (NOT SHOWN). o No. 80017 � � � • _ �.
16)PABSIUNITSINSTALLEDDIRECTLYONANYCOASTLINEREQUIREAHEAVIERANDLARGERPAb * `
TOACCOUPITFOR EXPOSURE D;Taabb28.3-1;Kz-1,03 0
ENWNEERING DATA: n •+
1) Anaysaa Perelh Edition (2017) of the Flodda Suudmg Code-Secgon 1620 HlgI1 VGIWIy HWIcm zones. STATE OF ; e � Z
2) WIND LOADS & LOAD COMBINATIONS PER ASCE 7-10 SECTION 2A.1(LOAD COMBINATIONS), SECTION 29.5 & / ® • • � � uror
FIGURE20.6.11FOR: WIND LOADS ON OTHER STRUCTURES ��� �1 oR�pP�.//���`� �\ •tvmrN y
s) RISK CATEGDRY=11 TABLE 1804.8-RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES, SECTION 301.15 OF �� �� �- V \� \
THEMECHANICAL CODE. WIND RESISTANCE, AND 663.844 OF THE FLORIDA STATUTES WIND STORM LOSS MnMTION. %,/ s�oNA� �`\ E 4) WIND LOAD. Wnd Spood V= 180 MPH (RISK CATEGORY II)
F = gz•G'C* Af t *(Eq.K 1 V12 = 63.05 S Qba)
� qz =0.00266 • Kz • ifzt • Kd • V"2 = G3,4G PSF
Exposure C ; Table 28.3.1 Kz c 0.05
F7MM20.6.1 Kzi= 1.OD DlverslTechCo"ralion �1A)1 8Tattle 1�
rlglwe 6.6-1 K1= 11.31 0860 Sugarloaf ParkwayfllDO I018 ENGINEIRIUNG Is i
Flpure28.r1 Ctm 1s1 Dululh,GA30087 y;
G= O.B6 1100 397-4823 R rt'.•�, a•• fl., :It
rr+� rnu "I" uv114u U-G(WIND PAD) RESIS71NO
PAGE 1 of 1 INCHES WEIGHT MODEL WEIGHT WIDTH LENGTH THICK LOAD MOMENT) WFJGHi MOMENT
WIDTH LENGTH NFIr:NT T n_Q w rh.nen ...