HomeMy WebLinkAboutCONCRETE PAD - GENERATORC &MFAD Pa
HURRICANE CONC
SCANNED (GENERAC A
B
St. LucieCounty --iON_GRADI
L-GENERATOR_UNI :iw
SEPARATE SUBMITTAL
(SEE CONCRETE PAD
x
SCHEDULE FOR MINIMUM
,WEIGHT REQUIRER.)::N
�
ENGINEERING
PAD
THICKNESS
FRONT VIEW
I
PAD LENGTH
PAD,,,
ANCHOR LOCATION FG3154-4G
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1 �r 9.859"-
I 1.063"o I 3
L- _ V L:: _J o
1 N I 1 V
L( �
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l` io
----__J L- L•
HIND LOAD I I
W-SULTANT
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N �
w I i
x
2
950
I SIDE VIEW
j-PAD WIDTH
�UNTT LEN{i' —T,
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E1 Q7 G I N E E R I °a1L�
EXPRESS
TYPICAL ANCHORAGE:
(4) 3/8" DIA. AMIFAST CONCRETE INSERTS
(PART# 1650D3 8. 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) ICEM GENERATOR I
E NGINEsE=
1
8KW
2
IOKW
3
14KW
4
16KW
5
16KW
6
17KW
7
17KW
8
20KW
9
i 20KW
10
1 22KW
1-,CONCRETE PADS WE)
2'-' FULL THICKNESS OF
3- ALL OTHER UNITS NC
4- CONTRACTOR SHALL
EMBED. AS PER CURRED
FROM ANY CONCRETE F.
�nrP!}D �ty2
;ETE PAD FOR GENERATORS
ALLOWABLE DESIGN
PRESSURE: SEE TABLE
D H O N EYW E LL UNITS) REQUIRED WINO LOAD DESIGN PRESSURES MINEDCALCULATED
FOR USE TE C THIS CATION SHALL B DETERMINED ISUNDE
IN
T (� /� T �` E�' �/ SEPARATE CERTIFICATION E A NG E CODE. FICSrr BASET IN
APPLICATIONS ONLY) ALOAD ANCE WITH RQUIREMETHEGOVERNwINEDINACCORDANCE
LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE
WITH THE APPLICABLE BUILDING CODE SHALL BE LESS
THAN ES ORE UAL "ASD' C THE CAPACITY
VALUE OR NEGALISTED
IVEHER DESIGN
PRESSURE'ASD' CAPACITY VALUES LISTED HEREIN FOR
\ ENTERAL NOTES ANY ASSEMBLY AS SHOWN.
GN* mil. ti�FlIS,SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE
,REQUIREMENTS OF THE FLORIDA BUILDING CODE S1XTH EDITION (2017).
POCItlVI:'AND NCGATNE DECIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE
/ f �D6TERMiNED BY OTHERS ON A]OB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
i MAXIMUDI DIMENSIONS AND WEIGHT OF GENERATORS UNIT SHALL CONFORM TO SPEQFICATIONS
STATED HERQN-
4. THE AREA UNDER CONCRETE SLAB ON GROUND SHALL HAVE ALL VEGETATION, STUMPS, ROOTS,
---� 4�� N G i ia°:� r aP,ERS.STHESE-ONCRETE PADS HAVE BEEN DESIGNED FOR A MINIUM SOIL COEFFICIENTDFOREIGN14ATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS OF
ED BY
's�o (�'y,r � F[UCCION:=;0.25 AND MINIMUM BEARING CAPACCTY OF 2,000 PSF AND MINIMUM SUBGRADE
_ 4 J•X, j�yMODULUS = 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 HARMEESS THIS ENGINEER FOR ALL
COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING F'ROM'MATERIAL ,
lE•NC' FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICESBEYOND'THAT�WHIGH IS' -CALLED FOR
)PO BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN 15-�, _ �/7
ISOMETRIC VIEW 7. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE)7HE FULL RESPONSIBILTEY'OF/ INSTALLING
CONTRACTOR CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR-ALTEREDIWATEf,PROOFING
MEMBRANE IS RESTORED AFTER FABRICATION AND INSTAUATION OF STRUCTURE PROPOSED
HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY_'A fRPR00F1 G ORLbk�AGE
-
ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE.THE'FULL Rl NSI@-I`.lf>; O}TI1E
INSTALLING CONTRACTOR-,_
8. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIAL ENGINER AND NOT THE
ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHTTECT/ENGINEER OF RECORD SHALL BE
RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING St IRFACES O YTMLS-DESIGN-WHICH SMALL
BE COORDINATED BY THE PERMITTING CONTRACTOR Ko - i fkA = = H, I N
9. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO.AN,Y SPECIFLIC.PRWEC'mSgm.
INFORMATION CONTAINED HEREIN IS BASED ON CONTRACf9R=5OPPLIED'DATAANDy j
MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT WRELD R'ESP06SI6L`E ORLvBLE 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
r OPPORTUNITYTO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION
___�PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION
OF- MATERIALS. ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND
��INVALLDATE OUR CERTIFICATION.
Nz:_f:_z,10. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE
4INT[:NDED.
CQJO , E PAD SCHEDULE
UNIT DIMENSI NS, QN)`
1V
PAD DIMENSIONS (IN)
WIND LOADS
.MINIMUM
PAD
ALLOWABLE
ALLOWABLE
�,
T
WW
WEIGHT
CONCRETE
PAD MODELS
WEIGHT
WIDTH -LENGTH -HEIGHT
I
9
WIDTH
LENGTH
THICKNESS
(L�)
PRESSURE
0.F(Las)
NIA
't(a,�
25.00
48.00
�� 29�00 y-�At-
ti
30.56
53.56
4.00
240
30J2
296.93
JF%Y15'R4I-4G
25.00
48.00
29.00
407
FG3154-4G
30.56
53.56
4.00
240
33.13
320.25
25.00
48.00
29.00
435
FG3154-4G
30.56
53.56
4.00
240
34.57
334.21
25.OD
48.00
29.00
448
FG3154-4G
30.56
53.56
4.00
240
5.26
340.85
25.00
48.00
29.00
513
FG3154-4G
30.56
53.56
4.00--,
240-.38Z
�372.44
25.00
48.00
29.00
471
FG31S4-4G
30.56
53.S6
4.00
1240
C3 0�171351.88
25.00
48.00
29.00
431
FG3154-4G
30.56
53.56
4.00 r
.=240
337v (
332.20
25.00
48.00
29.00
1 451
1 FG3154-4G
30.56
53.56
4.00
_ L240
a
3F39/^
\342.12
25.00
48.00
29.00
516
1 FG3154-4G
30.56
53.56
4.00-`
v
�240
-
-38�70
, 374.09
25.00
r48.00
r2g.00
526
1 FG3154-4G
30.56
53.56
4.00
240
39.20
1 378.93
T PROVIDED BY MANUFACTURER, VERIFIED BY OTHERS. A "may�-� r� S
�S SHALL BE CONSTRUCTED WITH SOLID PRECAST CONCRETE, MINIMUM COMPRESSIVE STRENGTH, T'c-4,00D+SI•ATj 28'D j e
MOWN SHALL BE DESIGNED ON A CASE BY CASE BASIS. LARGER CONCRETE PADS MAYBE DESIGNED PER OIFFERENI'LOAD COMBINATIONS.
)VIDE 5/8- DIA. (0.675' O.D.) GALV. TUBE ASTM AS3B SCH 40 MIN. OR 1/2- DIA. SOLID COPPER BAR SPIKE, 4' MIN. EMBED. (ALSO SEE MIN.
LECTRICAL CODE, BY OTHERS) INTO GROUND THROUGH CONCRETE PAD FOR SLIDING RESISTANCE PURPOSE, 12 DIAMETERS EDGE DISTANCE
(NOT SHOWN).
r.LcaL -2.I
U SEALEC.IFTHERE IS NO
UAL SIGNATURE ON SHEET 1
THIS SHEET DOES NOT
YTAIN AN ENGINEERS
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