HomeMy WebLinkAboutAUTOMATIC SMART TRANSFER SWITCHESTransfer Switches
Description
GENERAL'
Service and non -Service rated
Automatic Smart Transfer Switches
j,DG'-,4W-Amps, Single Phase
SCANNED
St Luc BY
County
c 00us
LISTED
D
vane.a.c.y��
'CUL only apples to non -service rated switches
Generac Automatic Transfer Switches are designed for use with single phase generators that utilize an Evolution"" or Nexus TM
Controller. The 100, 200, and 400 amp open transition switches are available in single phase in both service equipment
non -service equipment rated configurations. The 150 and 300 amp open transition swi
equipment 'configuration. tches are only available ina service rated d
Stan
r —1____
rcajurus
Service rated (RXSM Generac Automatic Transfer Switches are housed in an aluminum NEM
electrostatically applied and baked powder paint. The Heavy Duty Generac Contactor is a ULreognized device, d sic gnedwith
for
years of service. The controller at the generator handles all the timing, sensing, exercising functions, and transfer commands. All
switches are covered by a 5 year limited warranty.
DPM T
llulluyy
* Non -service rated (RXSC) switches are housed in a steel enclosure.
Through the use of digital power technology (DPM), these switches have the capability to manage up to 4 individual HV
controlled) loads with no additional hardware. When used in tandem with Smart Management Modules P to 8 more loads (24
can
u AC can VAC
managed as well, providing the most installation efficient power management options available. be
ISO
9001:
2008
GENERAC"
100-400 Amps, Single Phase Automatic Smart Transfer Switches
Functions
All timing and sensing functions originzta in the generator controller
Utilityvoltage drop-cut..................................................................................................................................................................................................................... <ES ti
Timer to generator start ..................................................................................................10 second factory set, adjustable between 2-1500 seconds 6y a qualified dealer*
Engine Wrm up delay................................................................................................................................................................................................................5 seconds
Utiliandby voltage sensor..................................................................................................................................................................................................65 1 far 5 seconds
„a-ity voltage pickup...................................................................................................................................
;anste time delay .................................................................................................................................................>80m.................................. ..... .................
Engine cool -down timer .............................................................. .............15seoonds
.............................................................................................................................................................................60
Exerciser......................................................................................... seconds
.................
......................•••••••••-••........
.._..._..5 or 12 minutes adjustable �aaekly/Bi-wee!dy/Mantiliy" The transfer switch can be operated rnanuzliy without power apoiie�.
'When used in conjunction with units utilizing Evolution"! controls "Adjustable via the controller
Specifications
Model I RXc-C10 r
Amps
OA3
I H�110UUA,1�RXSrN15CA3
I RXSC20OA3
RXSW20OA3
RXSW300A3
RXSC400A3
RXSW400A3
Voltage
100
150
200
200
300
400
400
Load Transition Type
120/240, ie
Open
120/240, 1a
,
I i20/240is
120/240,1a
I 120/240, 1a
120/240, 1a
120/240,1a
120/240,1a
(Automatic)
Trnsition
Open Transition
Service Rated
Open Transition
Service Rated
Open Transition
Open Transition
0 en Transition
p
Open Transition
Open Transition
Enclosure Type
NEMA/UL 3R
NEMA/UL 3R
I NEMA/UL 3R
Service Rated
Service Rated
Service Rated
UL Rating
I UUCUL
NEMA/UL 3R
NEMA/UL 3R
NEMA /UL 3R
NEMANL 3R
I NEMA/UL 3R
Withstand Rating
UL
UL
UUCUL
UL
UL
UUCUL
UL
(Amps)
10,000
I I
10.000
22;000
10:000
99.
-- OCC
22,000
222,000
Lug Range
1/0 -
= i4
250 MGM - �6
22:000
. 600 MGM
- N or 1/0 - 250
MGM
Dimensions
OEM
- ----------
tutcdel IRXS0100A3 PXSWiCCA3 RXSW150A3 AXS020CA3 ? S' a ~ 4 }
X N200AS iiXSA! COA3 RXSC4COA3 RXSW400A3 g
H1 17.24/437.9117.24/437.9 26.751679.4I17.24/437.9I25.75/679.4 42.9111089.9 31.25/793.8I42.91/1089.9 4
Height
(in/mm)
H2 I 20/508 i 20/508 30/762 I 20/508 30/762 148/1219.2I 36l914.4 148/1219.2 c �
W1
Width
1125/317.5
125/3 i 7.5
110.5%Z66.7
12-51317.5
10.5/266.7
16.69/423.9 19.18/487.2 16-69/423.9
(inJmm)
W2
14.6/370.8
14.6/370.8
13.5/342.9
14.6/370.8
13.5/342.9
121:82/554.2 24/609.6 ' 21.82/554.2
Depth (inJmm)
7.09/180.1
7,09/180.1
6.3/160.1
7.091180.1
6.3/160.1
10.06/255.5 10.06/255.5 10.06/255.5
Weight (fbs-Allos)
2019.07
22.5/10.21
39/17.69
20/9.07
39/17.69
140/63.5 133/60.33 140/63.5
I.PM
GENERAL' Generac Power Systems, Inc. • S45 W29290I-W.. 59, Waukesha, WI 0189 • 02017 Generac Power systems, Inc. All dghts reserved. AO specifications are subject to change without notice. Bugetin 10000013459-A 04124(17
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HURRICANE CONCRETE PAD FOR GENERAC GENERATORS (GENERAC UNITS)
LINKS i REMMEMENTS OF USE:
1) THE PAD ANDTHE SUPPORTED EQUIPMENTMUST BE LOCATED ATGROUND LEVEL THIS TABLE DOES NOTAPPLY TO ROOFTOP EQUIPMENT. EQUIPMENT LOCATED ON BALCONIES, d
OR ANY OTHER EQUIPMENT TO BE ELEVATEDABOVE GROUND LEVEL p' S
2) 7WAREA UNDER CONCERETE GLAD ON GROUND SHALL HAVEALL MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. T
MINIMUM SOIL COEFFICIENT OF FRICTION = 0.25
3) MAXIMUM DIMENSIONS AND WEIGHT OF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. PAD WEIGHT TO BE VERIFIED BY OTHERS,
4) ORIGINAL EQUIPMENT MANUFACTURER INSTALLATION INSTRUCTIONS SUPERSEDE HURRICANE PAD INSTALLATION INSTRUC71ONS IF MORE STRINGENT. L sr,�r,
6) ELECTRICAL GROUND. WHEN REQUIRED, TO BE DESIGNED A INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) PAD wi;M' F
SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
6) ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGNAS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, eL al. INDEMNIFIES & SAVES ��
HARMLESS THIS ENGINEER FOR ALL COSTA DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM EREC710N,
CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. [G:tENE7RATOR
7) THE ROLE OFTHIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOTTHE ENGINEER OFRECORD. CONSEQUENTLY. THE
ARCHITECTIENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE
COORDINATED DYTHE PERMITTING CONTRACTOR.
B) THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. now
B) THIS ENGINEER SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE f ---- 4 3In. PAD LENGIH
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-EVALUATETHIS WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIAL& rK•TrIPWALANCH� Mse- m ar
r �•ep�
11) ALTERATIONS OR ADDITIONS TO THIS DOCUMENT -ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATIOM ``,1 �'��%�� °�^ roirraNeamroaoNaxen
12) EXCEPTAS EXPRESSLYPROVIDED HEREIN, NOADDITIONAL CERTIFICATIONB OR AFFIRMATIONS ARE INTENDED. �� ■ z� rt c
13) PADS SHALL BECONSTRUCTED WITH PRECAST CONCRETE, MINIMUMCOMPRESSIVE STRENGTH, f�7,000PSI AT28DAYS. \\\ ��~ �•_PW
14) ALL OTHER UNITS NOT SHOWN SHALL BE DESIGNED ON CASE BY CASE BASIS.\\ .�• • OC MS
16) CONTRACTOR SHALL PROVIDE 61811 DIA. (O.GTS" O.D.) GALV. TUBE ASTM A53B SCH 40 MIN. OR 1/d" DIA. SOLID COPPER BAR ` ��'• �, •�`< T r
SPRE4' MIN. EMBED. (SEE MIN. EMBED. AS PER CURRENT ELECTRICAL CODE, BY OTHERS) INTO GROUND THROUGH CONCRETE PAD FOR SLIDING RESISTANCE PURPOSE.12 DIAMETERS EDGE DISTANCE FROM ANY CONCRETE FACE (NNo. + o' sYO. SOOT % i `• _ �•
16) PADS I UNITS INSTALLED DIRECTLY ON ANY COASTLINE REQUIRE A HEAVIER AND LARGER PAD
TOACCOUNTFOR EXPOSURE D; Table 28.3.1; Kz - 1.03 o
IT
ENGINEERING DATA: j e • Q! ,ter '�
1) An*ws per0i Edillon (2017) of the FlorMa Building Coda -Section 1620 High Velocity HwIcano Zones, i `. STATE OF ; 4I
2) WIND LOADS & LOAD COMBINATIONS PER ASCE 7-10 SECTION 2A.1(LOAD COMBINATIONS), SECTION 29.5 V tzar
FIGURE29.6.1 FOR: WIND LOADS ON OTHER STRUCTURESTHE "�•� �(pR�pP,• ���'"OTM
9) RISK CATEGORY=II TABLE 1804.G - RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES, SECTION 301.15 OF z �'� ' �1� \ 1 \4v
4) WIND MECHANICAL CODE. WIND RESISTANCE,
OAD: Vdind Speed , a 180 D 653.844 OF THE (RISK
ICATEGORY STATUTES WIND STORM LOSS MITIGATION. r/��,�''ONA4 ;�`���` �; •'
F = geG'Cr Af (Eq. 20.6-2) = 70.05 YU Qbs) ' 1
qz- 0.W258 * Kz' Kzt • Kd - V" 2 = 63.45 PSF
ExpoRn C ; TaND 28.3-1 Kz = 0.85
Flgure20.e-1 Kzl= 1.00
DNersf 0CIICDrporati0n 08lAN18
Tewe2B,6-1 Kf- 1..31 08G05ugadoafParkwayrR100 ,� g$111B ]ENGINEERING LW
FlgLme29.51 Crm 1.31 Dululh, GA 80087 �
O= 0.g5 SOO.7-4023 4 *N r'.,r, Ir. tIt ,ii•, ,;t ;r,..., l5n:r.,
•I -. rHu rAu VAu WIND U.GCMND PAD) RESISTIN(
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