HomeMy WebLinkAboutPRE-FABRICATED GENERATOR PAD DETAILf
C
SEPARATE SUBMITTAL
W
(SEE CONCRETE PAD
I M
SCHEDULE FOR MINIMUM
' IN;EIGHTlEQUIRED);-
I.--. N G I N 'E rR I G
PAD
i�
THICKNESS
1 FRONT VIEW
PAD LENGTH
PAD,
ANCHOR FG3154-4G
LOCATION
r- - --` r---}-----I r--�
(
T_�1.063"
F=3---o-C-=-==
1 N I
n
1
1
I17:625�
'
NCD
-
L l
WIND LOAD I I I F
RESULTANT { _
N z
Lu
FF
95' SIDE VIEW PAD
PAD WIDTH THICKNESS
HURRICANE CONCRETE PAD FOR GENERATORS •ALLOWABLE DESIGN
PRESSURE: SEE TABLE
(GENE RAC AND H O N EY W E L L U N ITS) REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED
FOR USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER
SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASIS IN
(ON -GRADE APPLICATIONS, ONLY) ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC
LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE:
WITH THE APPLICABLE BUILDING CODE SHALL BE LESS
,o• ,;''? THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN
h
s PRESSURE'ASD' CAPACITY VALUES LISTED HEREIN FOR
GE ERAL NOTES ANY ASSEMBLY AS SHOWN.
�THIS.SYSTEM
'�
.HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE
f \ \ 1pry �-;)I r REQUIREMENTS OF THE FLORIDA BUILDING CODE 6TH EDITION (2017) FBC.
(�\
\ 2 POSITIVE AND NEGATIVE DESIGN PRESSURES CALLULAI ED I-UR use WII H I HIS SYSTEM SHALL BE
--..,,,,, �. _ .�DETERMINED'BY OTHERS ON AJOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. '
3 Y -MAXIMUM DIMENSIONS AND WEIGHT OF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS
_�. I \
l
4. THE AREA UNDER CONCRETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS,
Lu Y
_ g
STALLATION ON COMPACTED SOIL
d : S L pTI{ERSIETHESE=GONCRETE PADS HAVE BEEN DES VERIFI
; GNED OR A MINIMUM SOIL COEFFICIENT OFED BY
dt'�
Y'j,C:: FRICTION] 0.25 AND MINIMUM BEARING CAPACITY OF 2,000 PSF AND MINIMUM SUBGRADE
14. MODULUS
z \
\
Gji .✓` f �' _ - 100 PCI. SHOULD OTHER CONDITIONS OR MATERIALS BE ENCOUNTERED, THE
"I� ITjy ENGINEER
\� ,� OF RECORD SHALL BE NOTIFIED PRIOR TO PROCEEDING WITH THE WORK.
I -
\ 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.
\
'- •4-... \
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
$
COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL.yr
' N'
�ENGSN FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR
Pp0 BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN 15" j fr
ISOMETRIC VIEW 7. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE#THE FULL RESPONiSIBILITY.;OF�THE INSTALLING
CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED:OR AL•TERED.,WATERPR00FING
t
MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION;OF STRUCTURE PROPOSED
HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPR60FIffd OpR LEAKAGE
,
ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS
SHALL BE;FH.E FULLRESPONSIBILi7Y�0KTHE
---=a
INSTALLING CONTRACTOR. "-
8. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOT THE
I ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL BE
w ¢^'"L +'.,', („ p @ ("'' RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN. WHICH SHALL
a 4 ✓ ,) -" � ] BE COORDINATED BY THE PERMITTING CONTRACTOR•) �` j L,� ) ) a? = i . 'i'°°'-6 a )
t^^^ -•a - °^"'I 1 9. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE j
�-"''�/; 3ya„ { INFORMATION CONTAINED HEREIN IS BASED ON CONTRgCTORhS(JPPI:IEDEDATAy`ANO;t",,,,
I! MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY
FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO
I 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
I PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN
OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION
MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION
:HORIAGE:w OF MATERIf{I5. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND
(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)
PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE
;CONCRE?E PAD SCHEDULE
UNIT DIMENSION$`(IN)
1
b !
<
� � •''1
PAD DIMENSIONS (IN)
WIND LOADS
_
MINIMUM
(UNIYr
PAD
ALLOWABLE
ALLOWABLE
ITEM
-GENERATOR UNIT
WEIGHT
CONCRETE
PAD MODEL #
WEIGHT
WIDTH,•LENGTH
•HEIGFT
� S)
a ).
WIDTH
LENGTH
THICKNESS
(LBS)
PRESSURE
RESULTANT
(PSF)
(LBS)
1
8KW
25.00
4eQ
r29r00 dr
"�360 n
}FCti3154-M1G
30.56
53.56
4.00
240
30.72
296.93
2
10KW
25.00
48.00
29.00
407
FG3154-4G
30.56
53.56
4.00
240
33.13
320.25
3
14KW i
25.00
48.00
29.00
435
FG3154-4G
30.56
53.56
4.00
240
34.57
334.21
4
16KW i
25.00
f48.00
29.00
448
FG3154-4G
30.5G
53.56
4.00
240K,;
35.26-
340.85
S
16KW !
25.0
48.00
29.00
513
FG3154-4G
30.56
53.56
4 DO
240
�38 53�
rr32.44
6
17KW
25.00
48.00
29.00
471
FG3154-4G
30.56
53.56
4 00 !
- r240_
f-Ti6 0 �l
'351.88
7
17KW
25.00
48.00
29.00
431
FG3154-4G
30.56
53.56
4 Ot0
240'
347 c
332.20
8
20KW
25.00
48.00
29.00
451
FG3154-4G
30.56
53.56
4 00
240
35 39f�
342.12
.
-
t.
9
20KW
25.00
48'00
29.00
516
FG3154-4G
30.56
53.56
4.66
d 240 ^.;
rI .�•
38 70
374.09
10
22KW
25.00
88.00
29.00
526
FG3154-4G
30.56
53.56
1 4.00
240
'' 39.20
378.93
1- CONCRETE PADS WEIGHT PROVIDED BY MANUFACTURER, VERIFIED BY OTHERS.
:, -•� . - ^ i.,'�'' - 2- FULL THICKNESS OF PADS SHALL BE CONSTRUCTED WITH SOLID PRECAST CONCRETE, MINIMUM COMPRESSIVE STRENGTH Pcy 4,000•PST-AT 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 EGAD COMBINATIONS.
4- CONTRACTOR SHALT. 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 ELECTRICAL CODE, BY OTHERS) INTO GROUND THROUGH CONCRETE PAD FOR SLIDING RESISTANCE PURPOSE, 12 DIAMETERS EDGE DISTANCE
FROM ANY CONCRETE FACE (NOT SHOWN) .
1 PRE -FABRICATED GENERATOR PAD DETAIL
NO SCALE
LANK L BENNARDO, P.E.
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COPYRIGHT ENGINEERING EXPRESS
14-1669A
SCALE: N.T.S.
E3
:,-04/09/2018
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