HomeMy WebLinkAboutAUTOMATIC SMART TRANSFER SWITCHESutomatic
Transfer Switches
Descri
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GENERAC°
Service and non -Service rated
Automatic Smart Transfer Switches
Amps, Single Phase
SCANNED
BY
St Lucie County
c UL US
LISTED
*CUL only applies to non -service rated switches
Generac Adtomatic 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 switches are only available i a service rate and
equipment configuration. d
Standard Fea#ures
Service rated (RXSW) Generac Automatic Transfer Switches are housed in an aluminum NEMA/UL Type 313 enclosure* with
electrostatically applied and baked powder paint. The Heavy Duty Generac Contactor is a UL recognized device, desi ned for
years of service. The controller at the generator handles all the timing, sensing, exercising functions, and tra g
switches are covered by a 5 year limited warranty. nsfer commands. All
* Non -service rated (RXSC) switches are housed in a steel enclosure.
np11A Tel..w..M
_. all .VVllllulugy
Through the 'use of digital power technology (DPM), these switches have the capability to manage
controlled) loads with no additional hardware. When used in tandem with Smart Management Modules, up to 8 more loads can be
managed as well, providing the most installation efficient power management options g up to 4 individual HVAC (24 VAC
p tons available.
GENERAC
ISO
9001:
2008
I
100-4I Amps, Single Phase
GENERAC"
Automatic Smart Transfer Swit hwz
Functions
All timing and sensing func,lOns or:
ginate in the generator controller
Utility voltage drop -cut ...........................................
Timer to - <65m
arm u ,or delay second factor/ set, adjus 2hle he ween 2-1500 seconds by a qualified dealer*
StaEnginz warm up dei,/......................................................................................................................................................................... .................................uali qualified
seconds
Utli dby Voltage
voltage sensor ....................................... ............. ............................................................................. ............................. .......... ...... .................... 65% for 5 seconds
Re-�Utility voltage pickup.......................................................................................................................................................................................... ...............................>B0�
ansf er time dzlay........................................................................................................................................................................................I......................15
Engine ceol-dcwn time(......... seconds
D(erciser.............................................................................................................................................................5 or 12 minutes adjustable wez ......._..^�...60 seconds
the transfer switch car, he operated manually without power applied. j R)Y/3i wekiv/Menthly"
'When used in conjunction with units utilizing Evolution" controls "Adjust ole vie the controller
Specifications
Model
Amps
AXSC100A3
RXSW100A3
RXSW150A3
I RXSC20GA3
RXS'01200A3
RXSW300A3
RXSC400A3
100
100
150
200
RXSW400A3
Voltage
120/240,1e
120/240,1a
I 120/240,10
120/240,1a
200
120/240,1a
I 300
400 400
Load Transition Type
(Automatic)
Open rnsitian
T
Open Tn�rsi5on
Open Transition
O pen Transition
Open Transition
120/240,1e
120/240,18 120/240,1s
SeNIRated
Service Rated
Service Rated
Open Transition
Service Rated
Open Transition I Open Transition
Enclosure Type
NEMANL 3R
NEPAA/UL 3R
I NEMA/UL 3R
NEMA/UL 3R
NEM ANL 3R
Service Rated
_NEMA/UL
UL Rating
UUCUL
UL
NEMA/UL 3R
NEMA/UL 3R 3R
Withstand Rating
UL
UUCUL
UL
UL
UUCUL UL
(Amps) I
Lug Range
10,000 I
10.000
22,000
10,000
92.000
22,000
22,000
1/0 -
� 14
250 MCM - # 6
22,OG0
600 MCM
- #4 or 1/0 - 250 MCM
Dimensions
Model
IRXSC100A3
RXSW100A3
RXSW150A3iRXSC20GA3
RXgW2CGA3IRXSW30GA3
RXSC4CGA3
VS'N400A3
17.24/437.9
i17.24/437.9
26.75/679.4
17.241437-9
1
2fi.75/679.4
42.91/1089.9131.25/793.8
42.91/1089.5
I 20/508
20/508
30/762
20/500
30/762
48/1219.2
36/914.4
48/1219.2
12.5/317.5
125/317.5
10.5/266.7
12.5/317.5
10.5/266.7
16.69/423.9
19.18/487.2
16-59/423.9
LWidEW2
14.6/370.8
14.6/370.8
13.5/342.9
14.6/370.8
13.5/342.921:82/554.2
24/609.6
21-82/554.2
Depth (inJmm)
7.09/180.1
7.09/180.1
6.3/160.1
7.09/180.1
6.31160.1
10.06/255.5
10.06/255.5
10.06/255.5
Weight (Ibs.Acilos);
20/9.07
22-5/10.21
39/17.69
20/9.07
39/17.69
140l63.5
133/60.33 1140/63.5
GENERAC'
Generac Power Systems, Inc. • S45 W29290 HWy. 59
02017 Generac Power systems, Inc. All dghis reserved. AB speciflcag,,, are subject toW angeevr shout lea 3189 1 genes . 04124117
I
a
f
HURRICANE CONCRETE PAD FOR GENERAC GENERATORS (GENERAC UNITS)
LUMi13 rl, REDU1NEMENTS OF U6H:
1) THE PAD AND THE SUPPORTED EQUIPMENTMUST BE LOCATED AT GROUND LEVEL THIS TABLE DOES NOTAPPLYTO ROOFTOP EQUIPMENT. EQUIPMENT LOCATED ON BALCONIES. FLGEI
OR ANY OTHER EQUIPMENTTO BE ELEVATEDABOVE GROUND LEVEL2) 7HE 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 M25
3) ► AXI11IUM DIMENSIONSAND WEIGHTOF GENERATORS UNITSHALLCONFORMTO SPECIFICATIONS STATED HEREIN. PAD WEIGHT TO BE VERIFIED BYOTHERS.4) ORIGINAL EQUIPMENT MANUFACTURER INSTALLATION INSTRUCTIONS SUPERSEDE HURRICANE PAD WSTALLA17ON INSTRUCTIONS IF MORE STRINGENT.5) ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED& INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) PADWIDTH'SHALL SEAS PER MANUFACTURER RECOMMENDATIONS AND ARE 771E EXPRESS RESPONSIBILITY OFTHECONTRACTOR8) ENGINEER SEALAFFIXED HERETO VALIDATES STRUCTURAL DESIGNAS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, oLMAOT.INDEMNIFIES &SAVESNE�C
HARMLESS THIS ENGINEER FOR ALL COST& DAGES INCLUDING LEGAL FEES &APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION,CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN.7) THE ROLEOFTHIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THEARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTINGSURFACES TO THIS DESIGN WHICH SHALL BE
COORDINATED SYTHE PERMITTING CONTRACTOR.
8)THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANYSPECIFIC PROJECT SITEB) TINS ENGINEER SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAYFOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. D►MENSIONS ARE 3In. PAD LENGTH
SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN.
10) TINS ENGINEER SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO RE-EVALUATE THIS WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO ,vPWALaecnoa me- tans)
MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS TK•oN -aE� nane•xa naesr
11) ALTERATIONS OR ADDITIONS TO THIS 13OCUMENTARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION.\`,,�
12) EKCEPTAS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. A � 11ealore6a oIr�NDsart
`` �` U.
-b ,' i:"4 aebeHomRBatH.aaaq
13) PADS SHALL BE CONSTRUCTED WITH PRECAST CONCRETE, MINIMUM COMPRESSIVE STRENGTH, r�7,000 PSI AT28 DAYS. \\ �r �%�� � � _ �v�CG ���
14) ALL OTHER UNITS NOT SHOWN SHALL BE DESIGNED ON A CASE BY CASE BASIS. �\ . %G E ArS 7r +a
15) CONTRACTOR SHALL PROVIDE B)e DIA. (O,BTS• O.D.) GALV. TUBE ASTM A538 SCH 40 MIN. OR 12" DIA. SOLID COPPER BAR = �� • • lie* {` '
SPKE4' MIN. (SEE MIN. EMBED. AS PER CURRENT ELECTRICAL CODE, BY OTHERS) INTO GROUND THROUGH CONCRETE • z'
PAD FOR SLIDING RESISTANCE PURPOSE,12 DIAMETERS EDGE DISTANCE FROM ANY CONCRETE FACE (NOT SHOWN). a NO. 80017 • i �.
16) PADS / UNITS: iNSTALLEDDIRECTLY ON ANY COASTLINE REQUIRE A HEAVIER AND LARGER PAD
TOACCOUNTFOR EXPOSURE D;Table 28.3.1;Kz-1.03 o •
ENGINEERING DATA:
1) Arm*aas pereth Edition (2017) of the Florida Buuding Coda—Secoun 1620 Hlgh Velociy HOnicane Zones. STAVE OF ; •'4_/ ZZ
2) WIND LOADS & LOAD COMBINATIONS PER ASCE 7-10 SECTION 2A.1(LOAD COMBINATIONS), SECTION 29.5 a % ® `. • um
'
FIGURE28.5.1 FOR: WIND LOADS ON OTHER STRUCTURES //.A"�`. �1 pR1Jp P••r���\- •"WTH
3) RISK CATEGORY-11 TABLE IMA- RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES, SECTION 301.15 OF 1v_� `� �• �/
4) WIND LOAD: THE MECHANICAL CODE, WINO RESISTANCE.
fnd Spo d `AND 653.844 OFTHE FLORIDA STATUTES MPH (RISK CATEGORY II) WIND STORM LOSS MITIGATION. �NAL
F o geG'CrAf (Eq. 28.") - 70.65 %V Qbs) ' 1
qz o 0.00256 • Kz' Kzt' Kd • V"2 @ 63.45 PSF
Expoeuro C ; TOWS 2&3-1 ` Kz a 0.85
FIRM 28.8.1 Kzt- 1,0D DlVRTach Corporalion OSiAMS 1 ;
Floti 2 g. Kd= a8D 066E Su A 300 Parkway #100 � 101E ENGINEERING LLC
FlgtOa 28.5-1 CI= t31 Dnlulh, GA 30087 � lair
O= OAS 800 397-4823 �y �`:'' ` r• 1r. :fr ',li :: 1a.i I;ua.•
.......,,,. rHu r%U KAU� WIND 0.6(WIND PAD) RESISTING
PAGE 1 of i INCHES WEIGHT MODEL WEIGHT WIDTH LENGTH THICK LOAD MOMENT) WEIGHT MOMENT
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