HomeMy WebLinkAboutGENERATOR CONCRETE PADCANE CONCRETE PAD FOR GENERAC GENERATORS
LIMITS & REQUIREMENTS OF USE: v
1) THE PAD AND THE SUPPORTED EQUIPMENT MUST BE LOCATED AT GROUND LEVEL THIS TABLE DOES NOTAPPLYTO ROOFTOP EQUIPMENT, EQUIPMENT LOCATED ON BALCONIES,
OR ANY OTHER EQUIPMENT TO BE ELEVATED ABOVE GROUND LEVEL
2) THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS.
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 INSTRUCTIONS IF MORE STRINGENT.
5) ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNEE) & INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.)
SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR
6) ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, eL al. INDEMNIFIES & SAVES
HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES 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 ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE
ARCHITECTIENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE
COORDINATED BY THE PERMITTING CONTRACTOR
8) THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE
9) THIS ENGINEER SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE
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) �&
DITIONS TO THIS DOCUMENTARE NOT
AND INVALIDATE THIS
12)
AS
LY PROVIDED HEREIN. NO ADDITIONAL
13) PADS SHALL BE CTIONS ORONSTRUCTED WTHP PRECAST CONCRETE, MINIMUMECOMPRE COMPRESSIVE STRENGTH, IONS OR AFFIRMATIONS CERTIFICATION.
PSI AT 28 DAYS. \\\`\\PM- 84
14)ALL OTHER UNITS NOT SHOWN SHALL BE DESIGNED ON CASE BY CASE BASIS.\\ t1�,- --EHg'
15) CONTRACTOR SHALL PROVIDE 518'DIA.(0.675.O.D.)GALV. TUBE ASTM A53B SCH 40 MIN. OR In' DIA. SOLID COPPER BAR ` ��'X, �' lC,'•,(< /�
SPIKE 4' MIN. EMBED. (SEE MIN.EMBED. AS PER CURRENT ELECTRICAL CODE, BY OTHERS) INTO GROUND THROUGH CONCRETE A
PAD FOR SLIDING RESISTANCE PURPOSE, 12 DIAMETERS EDGE DISTANCE FROM ANY CONCRETE FACE INOT SHOWN). * No. 80017 1.
ifi) PADS / UNITS INSTALLED DIRECTLY ON ANY COASTLINE REQUIRE A HEAVIER ANO LARGER PAD r
TOACCOUNTFOR EXPOSURE D; Table 28.3-1; Kz = 1.03
ENGINEERING DATA
1) Analyses Per 6th Edition (2017) of the Florida Bugling Code -Section 1620 High Velocity Hurricane Zones. s' STATE OF
2) WIND LOADS & LOAD COMBINATIONS PER ASCE 7.10 SECTION 2.4.1(LOAD COMBINATIONS), SECTION 29.5 &
FIGURE 29.5.7 FOR; WIND LOADS ON OTHER STRUCTURES '.F4QRIQP'="��\\�
3)RISKCATEGORY=II TABLE 1604.5- RISK CATEGORY OF BUILDINGSANO OTHER STRUCTURES, SECTION 301.15 OFTHE
4) WIND CHNICALCODE. WIND RESISTANCE,AND653.844OF PMLORIDASTATUTES WIND STORM LOSS MITIGATION. //IONA�,,,����\
TEGORY 11)
F= OWG'CPA1(Eq. 29.6-2)= 70.65 'At(Ibs)
gz=0.D0256'Kz'Kzt'K0•V"2= 63.45 PSF
EVoswo C; Table 28.3-7 Kz= 0.85
Flgwe 26.8-1 Kzt= 1.00 DiVarsiTech Corporation OBJAN18
FigureTable29.5- Ka= 1.31 Duluth,
Suga4oaf Parkway #100 �► R,�IB BNGIN73L'IIING LIX
Flgwe 29.5-1 CX= 7.31 Duluth, GA 30097
G= 0.85 800 397-4823 SalrinL; Pm6lems to Alinimvc Xhc• Stnss of Uainp Huslness
SCANNED
BY
St. Lucie County
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UNIT /EQUIPMENT
MAXIMUM DIMENSIONS
INCHES
MINIMUM
WEIGHT
LBS.
FG3154.4G
MODEL
NUMBER
PAD
WEIGHT
LBS.
USED FOR
PAD
WIDTH
IN.
ALL
PAD PAD
LENGTH THICK
IN. IN.
180
WIND
LOAD
LBS.
MPH
0.6(WIND
MOMENT)
FT-LBS.
0.6(UNIT+
PAD)
WEIGHT
LBS.
IGNPAGE1
MOMENT-KWIDTH
FT-LBS.GENERAC
RESISTINGkFIZZ21
LENGTH
HEIGHT
09kW
25
25
48
48
29
340
FG5431-4G
275
31.3
54.3 4
683
632
369.0
481 WIRER1kW
36kW
25
48
29
348
FG5431-4G
275
31.3
54.3 4
683
632
373.8
487 58] {MP.R1GENERAC
20W
25
48
29
406
FG5431-4G
275
313
54.3 4
683
632
408.6
533 35i IMP.FiiGENERAL
22kW
25
48
29
448
FG54314G
275
31.3
54.3 4
683
632
433.8
566 7011 tMPMGENERAC
29
466
FG5431-4G
275
31.3
54.3 4
683
632
444.6
580 ZZ21 JMR01