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HURRICANE CONCRETE PAD FOR GENERATORS
(GENERAC AND HONEYWELL UNITS)
(ON -GRADE APPLICATIONS^ONLY)
_ _r,
tiNGr"-=�G �. I R. RAL NOTES
ALLOWABLE DESIGN
PRESSURE: SEE TABLE
REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED
FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER
SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN
ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC
LOAD REQUIREMETS AS DETERMINED IN ACCORDANCE
WITH THE APPLICABLE BUILDING CODE SHALL BE LESS
THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN
PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR
ANY ASSEMBLY AS SHOWN.
T�fJ�SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE
\ �E, I MENTS OF THE FLORIDA BUILDING CODE 5TH EDITION (2014) & 2010 FBC.
AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE
�,, IN - -BY OTHERS ON A JOB -SPECIFIC BASIS IN
D
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jNETE
�ACCORDANCE WITH THE GOVERNING CODE.
3 AXIMUM DIMENSIONS AND WEIGHT OF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS
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I��-STATED HEREIN.
4. THE AREA UNDER CONCRETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS,
z\ I
_ TTHERSS�TFf E-G�0' NCRETREMOVED
PADS HAVE BEEN DESIGNED FOR A MINIMUM COMPACTEDED BY
COEFFICIENT OF
Q RT -g0.25 AND MINIMUM BEARING CAPACITY OF 2,000 PSF AND MINIMUM SUBGRADE
Ly��PM=
100 PCI. SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE
ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK.
\ 5.
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. ENGINEERS LAFFIXED HERETO
`'.N9 'JG
EXPRESS
R'
TYPICAL ANCHORAGE:
(4) 3/8" DIA. AMIFAST CONCRETE 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 PAN MIN. THICKNESS = 0.69" AND MIN.
BEARING STRENGTH = 6 KSI)
VALIDATES STRUCTURAL DESIGN A SIN ONLY. USE OF THIS
SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES &,SAVES HAR, tE&5. HIS-ENGINf_ER FOR ALL
_ COST & DAMAGES INCLUDING LEGAL FEES & APPELL4a- -FEES-RESU � -
4pD NNRO r A+F�EEq�
FABRICATION, SYSTEM ERECTION, CONSTRUCTION P CE B O D rq5' H;C _ - LLED FOR
Tr s
BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIA O. S O I I ` /
ISOMETRIC VIEW 7. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE-,--- Fl`LhQES"► , a 'INSTALLING
CONTRACTOR. CONTRACTOR SHALL ENSURE THAT AN,. `ATiTjE ED � R ROOFING
MEMBRANE IS RESTORED AFTER FABRICATION AND I t IIQvF SRU
. , .,.. %POSED
HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE�F�AI�Y�OJ1�E O:OFI R-C�A AGE
ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS � BEai �FLIEL=RE S �I O ATHE
INSTALLING CONTRACTOR_ -` _
8. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPEQ/� EER AND NOT THE
ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHHILE FOR THE INTEGRITY OF ALL SUPPO -iTpECT/ENGINEER OF RECORD SHALL BE
BE COORDESPONSIINATED BY THE PERMITTING CONTRA CdF�NgG. RH DESI6, N9,N�iCH ACL
9. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO-ANyY,�SPp00,c-RjtOJ€41' 5�E�1 L,)
INFORMATION CONTAINED HEREIN IS BASED ON CONT. CT„9'R�S, PP j EBj9_A 4A
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
q PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN
02PORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION
- 7 M DIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION
nvr kTTERr,. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND
I' I 1 iIDr� OUR CERTIFICATION.
_ 10EPrS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE
ITEM GENERATOR UNIT
UNIT
a.�l
DINE
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'----
Y
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EIGHT
9
f°ram C YHU
CONCRETE
PAD MODEL #
5(I jEUULE
PAD DIMENSIONS (IN)
PAD
WEIGHT
(LBS)
WIND LOADS
i WIDTH
EE40T�i
�'-•
EI
WIDTH
LENGTH
THICKNESS
ALLOWABLE
PRESSURE
(PSF)
ALLOWABLE
RESULTANT
(LBS)
1 SKW
2 1OKW
25.00
25.00
48
48.00
2
29.00
407
�54-4G
FG3154-4G
30.56
30.56
53.56
53.56
4.00
4.00
240
240
30.72
33.13
296.93
320.25
3 14KW
4 16KW
-
5 16KW
25.00
25.00
25.00
48.00
48.00
48.00
29.00
29.00
29.00
435
448
513
FG3154-4G
FG3154-4G
FG3154-4G
30.56
30.56
30.56
53.56
53.56
53.56
4.00
4.00
4.
240
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0
-�
34.57
_�3S Z6�
334.21
340.85
6 17KW
7 17KW
8 20KW
9 2OKW
25.00
25.00
25.00
25.00
48.00
48.00
48.00
48.00
29.00
29.00
29.00
29.00
471
431
451
516
FG3154-4G
FG3154-4G
FG3154-4G
FG3154-4G
30.56
30.56
30.56
30.56
53.56
53.56
53.56
53.56
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4.
4.
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332.20
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42.12
10 22KW 25.00 48.00
� CONCRETE PADS WEIGHT PROVIDED BY MANUFACTURER,
4. 0
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' To
374.09
29.00
526
FG3154-4G
3D.56
53.56
4.00
240
39.20
378.93
ENGINE=E _
PRESS-- FULL THICKNESS OF PADS SHALL BE CONSTRUCTED WITH SOLID VERIFIED
PRECAST CONCRETE, MINIMUM COMPRESSIVE STRENGTjg009"PSI=8`p f
3- ALL OTHER UNITS NOT SHOWN SHALL BE DESIGNED ON A CASE BY CASE BASIS. LARGER CONCRETE PADS MAY BE DESIGNED PER DIFF R�gMBINATIONS.
4- CONTRACTOR SHALL PROVIDE 5/8" DIA. (0.675" O.D.) GALV. TUBE ASTM A53B SCH 40 MIN. OR 1/2" DIA. SOLID COPPER BAR SPIKE, 4' MIN. EMBED. (ALSO SEE MIN.
EMBED. AS PER CURRENT ELE• TRICAL CODE, BY OTHERS) INTO GROUND THROUGH CONCRETE PAD FOR SLIDING RESISTANCE PURPOSE, 12 DIAMETERS EDGE DISTANCE
FROM ANY CONCRETE FACE (NOT SHOWN)
RANK L. GENN"ADO, P.E.
E# C04' 549
016
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