HomeMy WebLinkAboutGENERATOR PAD DETAIL`o
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GENERATOR,UNIT:BY''
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SEPARATE SUBMITTAL
(SEE CONCRETE PAD
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SCHEDULE FOR MINIMUM
_- WEIGHT -REQUIRED)°'
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-. - -- -- -- -
PAD
THICKNESS
1 FRONT VIEW
T PAD LENGTH
�. PAD,-
ANCHOR
LOCATION
3154-4G
WIND LOAD
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SIDE VIEW
PAD WIDTH
THICKNESS
_THICKNES
PAD FOR GENERATORS
FRANK L BEN
ALLOWABLE DESIGN IPE#0046549NARDO,P.E.
PRESSURE: SEE TABLE
REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED
ID H O N EYW E LL UNITS ) FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER Q,,'
SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS INi , J
i ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC s' ` III CBpEAiYxS
APPLICATIONS ONLY) LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE EFFREY'§RIANII P.E.
WITH THE APPLICABLE BUILDING CODE SHALL OE LESS,* ���P...,,,EW 74 %' 1
THE POSITIVE OR NEGATIVE DESIGN 'VALID FC 7 P^:eMir nhl �7 u.Ne
I �-� 'r RESStlR AAVES#ISTED:HEREINTQ 1rAlp)f4=
NOTES ANY ASSEMBLY AS SHOWN.
.��., (�
THIS SYSTEM HAS BEEN DESIGNED. AND SHALL BE FABRICATED IN ACCORDANCE WITH THE )-T
fOTy i • +ti-�;��1, �r REQUIREMENTS OF THE FLORIDA BUILDING CODE 6TH EDITION (2017) FBC. r_G
2. .POSITIVE'AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH ITHIS SYSTEM SHALL BE rr"
1 ! •-` .,�,�- --/''DETERMINEII'BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.'�f�
MAXIMUM DIMENSIONS AND WEIGHT OF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS
I -:-''STATED HEREIN
\ I 4. THE AREA UNDER CONCRETE SLAB ON GROUND SHALL HAVE ALL VEGETATION-, STUMPS, ROOTS,
[11" "K_ .AND FOREIGN,MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY
_=OTHERS�THESE:GONCREFE PADS HAVE BEEN DESIGNED FOR A MINIMUM SOIL COEFFICIENT OF
yRICT,ION�-;0.25 AND MINIMUM BEARING CAPACIIV OF 2,000 PSF AND MINIMUM SUBGRADE
z\ i I Gtil=-• I, 9Y� L•-+ MODULUS = 100 PCI: SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE
ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK.
S. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED &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; et.,aL INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL
S _ - ... ,.p� �� �• COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM -MATERIAL',
UE{,GTN FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES•BEYOND THAT WHICH ISCALLED FOR
BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OFTHIS_PLANr15�"\
HURRICANE' CON
(GENERAC A
(ON -GRAD
TYPICAL ANCHORAGE:
(4) 3/8" DIA. AMIFASTCONCRETE INSERTS
(PART# 165003 & TEST REPORT 95329 BY
ELEMENT MATERIALS TECHNOLOGY) W/ 3/8"
DIA. BOLT ASTM A307, 3" MIN. EDGE.
DISTANCE, 1-3/8" EMBED. INTO CONCRETE
(BASE PAWMIN. THICKNESS = 0.69" AND MIN.
BEARING STRENGTH = 6 KSI)
ISOMETRIC'VIEW. 7. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE;THE.FULL•RESPONSIBILITY'OFjTHEINSTALLING
CONTRACTOR: CONTRACTOR SHALL ENSURE THAT ANY REMOVED.OR AITERED•WATERPROOFING
MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION.OF STRUCTURE PROPOSED
HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY -WATERPROOFING OR•LEAKAGE
ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SFI_ALLBE=THE_FUL'L-RESPOMSIBILI7V 0_ETHE
INSTALLING CONTRACTOR. ":'-`-`�-'�:'%� /,.'r � --
B. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOT THE
ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF,RECORD SHALL BE
RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES*TO THIS* DESIGN'WHICH'SHALL
BE COORDINATED BY THE PERMITTING CONTRACTOR•'Q `'•.N i•I.^:.� I � N� I._.-. 2-4Ii 9 NA'_ a
9. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN T6ANY,SP,ECIFIC-PROJECLSITE.-I ;
INFORMATION CONTAINED HEREIN IS BASED ON CONTRWQEDpDATA AND,' "
MEASUREMENTS. ENGINEERING EXPRESS 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. WORK SHALL BE FIELD VERIFIED BY OTHERS
PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN
- _ - OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION'
PRIOR'TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION
I `"- I! - `-•-�....,: OF MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND
-
--. _. I1 _•--T `- �r-�INVALID'ATE OUR CERTIFICATION.
EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE
CONCRETE PAD' SCHEDULE
{
DIMENSIONS'(IN)-c
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DIMENSIONS
WIND
UNIT
MINIMUM
J;iUNIT�
CONCRETE
PAD (IN)
PAD
WEIGHT
LOADS
ITEM
GENERATOR UNIT
WEIGHT'
PAD MODEL k
ALLOWABLE
ALLOWABLE
WIDTH,,
-LENGTH/
HEIGHT;
y'(4DS)^{fM1
i4y
WIDTH
LENGTH
THICKNESS
(LBS):
PRESSURE
RESULTANT
(PSF)
(LBS)
1
8KW r
25.06
48;00','I�g9:00'y'"'�360':,,-�F'_G3154-4G
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-
30.56
53.56
4.00
240
30.72
296.93
2
lOKW
25.00
48.00
29.00
407
FG3154-4G.
30.56
53,56
4.00
240 '
33.13'
320.25
3
14KW
25.00
48.00
29.60
435
FG3154-4G
30.56
53.56
4.00.
1 240'
34.57
334.21
4
16KW i
25.00
f48.00
29.00
448
FG3154-4G
30.56
53.56
4.00
240.. ;
' 35.26'
340.85
7' S
16KW.
25.0
48.00
29.00
513-
FG3154-4G
30.56
53.56
4.00'= _
240"�
-._ 38.53
j,-3�2.44
6
17KW
25.00
48.00
29.00
471
FG3154-4G
30.56
53.56
4.00 1
Z�246-'
t7, 6`40
�34,W
r'351.88
7
17KW
25.00
48.00
29.00
431
FG3154-4G
30.56
53.56
4.60
240J7
(.
332.70
8
20KW
25;00
48.00
29.00
1 451
FG3154-4G
30.56
53.56
4.00 I
1 24Q
35 39f�1\
3n2.12
9
20KW
25.00
48.00
29.00
516
FG3154-4G
30.56
53.56--4.00
- .240
,r38;70
374.09
10
22KW I
25.00
48.00
29.00
526
FG3154-4G
30.56
53.56
4.00
240
39.20
378.93
-.Yf'd:' NOTESS �4-.eNR`6:,'�c�•.I�t�""'}IJ.3°'.3iia,}
-� •�;� �.-; 1- CONCRETE PADS WEIGHT PROVIDED BY MANUFACTURER, VERIFIED BY OTHERS. y_.., �._p L� �:,.•
2- FULL THICKNESS OFPAOS SHALL BE CONSTRUCTED WITH SOLID PRECAST CONCRETE, MINIMUM COMPRESSIVE STRENGTH; Pco 44,000•PShAT 28 DAYS.
3- ALL OTHER UNITS NOT SHOWN SHALL BE DESIGNED ON A CASE BY CASE BASIS. LARGER CONCRETE PADS MAY BE DESIGNED PER DIFFERENT CdiA6-COMBINATIONS.
4- CONTRACTOR SHALT, PROVIDE 5/8" DIA. (0.675" O.D.) GALV, TUBE ASTM A538 SCH 40 MIN. OR 1/2" DIA. SOLID COPPER BAR SPIKE, 4' MIN. EMBED. (ALSO 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 IACE (NOT SHOWN) .
1 PRE -FABRICATED GENERATOR PAD DETAIL
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