HomeMy WebLinkAboutGenerator Concrete PadPAD
THICKNESS
\ 1 GENERATOR
Lu
1�1 bk
PAD DIMENSIONS:
CONCRETE GENERATOR
F
= GENERATOR UNIT BY
o SEPARATE SUBMITTAL
3 (SEE SCHEDULE FOR
N MINIMUM WEIGHT
REQUIRED)
PP 1.ENGSN
ISOMETRIC VIEW
54" LENGTH
PLANVIEW
E
--
CONCRETE PAD
ROAD MESH l =
!
MASTERFIBER
MAC100 3 MIN'
4" MIN
GROUNDS I
IT
�.i -r
-' `--GENERATOR MOUNTING CONFIGURATION:
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) #SO SS 316 SELF -DRILLING
SCREWS
T_ F_ FF-Q-
_ _ GENERATOR
(SEE CONCRETE PAD
SCHEDULE FOR
DIMENSIONS & WEIGHT
Z REQUIRED)
4"
}32" WIDTH- } - -54" LENGTH-+
�I
b SIDE VIEW FRONT VIEW
0
0
ARERICAST GENERATOR CONCRETE
GENERATOR TABLE:
(ON -GRADE APPLICATIONS ONLY)
AMERICAST
�` ° '
urriw emelfcastirw mm
v �;%
••MADEIIPAD�tIOA:•
� F
rMrwxe204232462 tsmNsls05994-aa5w63
,
OW P4mem Ave.• Fort Pi"M FL 34912.
Tat: 772-971-1956 Fez 772464-05".
Rnwh MTaQslu =ed "s^mor
HVHZ OR NON-HVHZ
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
COUNTY
I
C
D
II
C
1 p!r\
ij III;IVI Po
C
�_D : i',
P. BEACH
150 MPH
30.44 Psf
36.94 Psf
170 MPH
39.09 Psf
47.44 Psf-:180
MPH-
43.83 Psf-_
53.19 Psf'
BROWARD
156 MPH
32.92 Psf
39.95 Psf
170 MPH
39.09 Psf
47.44 Psf,180'MPW
3"783 Psf
53=19 Psf;
MIAMI-DADE
165 MPH
36.83 Psf
44.69 Psf
175 MPH
41.43 Psf
50.28 Psf
186 MPH
46.80 Psf
56.80 Psf
BRAND & MODEL
CAPACITY
WIDTH
LENGTH
HEIGHT
WEIGHT
`ALLOWABLE
,' PRESSURE
COMMENTS
Generac 005871 & 005883
10 KW
25.06
48 00 '"
29 00 "
387:Ibs-`
54.00 Psf
EXP C 186 MPH & D 180 MPH
Generac 005872 & 005884
' 14 KW
25 00."
48 00 .'
, 29/00 "
439 Itis•;
56.80 Psf
UP TO EXPOSURE D 186 MPH
Generac 6459, 6461, 6462
16 KW
25 0!Q'
48.00""
_29.0Q"
•,513,Ibs ,
\,,56.80 Psf
Generac 006721
16 KW
25 00 "'
48 00 ""
29 00 "=
448 Ibs
56.80 Psf
Generac 005873 & 005885
.17 KW
25 00 "
48 00 "~
29 00°"`
'455 Ibs
56.80 Psf
Generac 005874 & 005886
17 KW
25 00-§-
P, 48 001 r
29 00-"
421 Ibsl
56.80 Psf
Generac 005875 & 005887
20 KW
25 00
48 00 u
29.60"L
451 165
,..in ^_4
56:80'Psf
Generac 006729 & 006730
20 KW
25 00
48'b0„ =
29 00 'p
5161b`s
56.80 Psf
Generac 006551 & 006552
22 KW
25.00 "
48.00 "
29.00 "
526 Ibs
56.80 Psf
Kohler 14RES & 20RES
14-20 KW
26.00 "
48.00 "
29.00 "
500 Ibs
56.80 Psf
GE 40323GE & 40324GE
13 KW
35.00 "
39.40 "
39.00 "
540 Ibs
49.50 Psf
EXP C 186 MPH & D 170 MPH
GE 04038215KW
15 KW
33.00 "
48.00 "
30.50 "
484 Ibs
56.80 Psf
UP TO EXPOSURE D 186 MPH
GE 040378 17KW
17 KW
33.00 "
48.00 "
30.50 "
484 Ibs
56.80 Psf
GE`40330GE & 40331GE
20 KW
33.00 "
48.00 "
30.50 "
600 Ibs
56.80 Psf
Briggs & Stratton 040243-0
10 KW
31.00 "
32.00 "
34.00 "
430 Ibs
56.80 Psf
Briggs & Stratton 040302-2
12 KW
33.75 "
50.00 "
31.60 "
507 Ibs
54.00 Psf
EXP C 186 MPH & D 180 MPH
Briggs & Stratton 040303-1
15 KW
33.75 "
49.00 "
31.60 "
562 Ibs
56.80 Psf
UP TO EXPOSURE D 186 MPH
Briggs & Stratton 040304-1
18 KW
33.75 "
49.00 "
31.60 "
568 Ibs
56.80 Psf
Briggs & Stratton 040305-1
20 KW
33.75 "
49.00 "
31.60 "
570 Ibs
56.80 Psf
Generac 7035, 7036, 7037
16 KW
25.00 "
48.00 "
29.00 "
406 Ibs
47.44 Psf
EXP C 186 MPH & D 170 MPH
Generac_007038 & 007039
20 KW
25.00 "
48.00 "
29.00 "
448 Ibs
47.44 Psf
Generac 007042 & 7043
22 KW
25.00 "
48.00 "
29.00 "
466 Ibs
47.44 Psf
GENERATOR
(SEE GENERATOR SPECS -
THICK GALVANIZED -`_
t
PAD
WIND DESIGN REQUIREMENTS:
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE FIFTH EDITION (2014))
AT -GRADE SIGN METHOD
ULTIMATE DESIGN WIND SPEED Vult = 186 mph
NOMINAL DESIGN WIND SPEED Vasd = 144 mph
RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A
EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd= 0.85
ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND -
GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H qh = 77.56 Ib/ft2
FORCE COEFFICIENT Cf = 1.44 1
WIND PRESSURE:
P = qh G Cf = 56.80 Ib/ft2 (ASD)
� -=� GENERAL NOTES
ANCHOR TO PAD SCHEDULE:
SUBSTRATE
DESCRIPTION
CONCRETE:
()- EN
(6PSI
EQUIVALENT,
MIN.)MINHD
MIN.)
2-3/4" FULL EMBED
O CONCRETE, 3" MIN
EDGE DISTANCE, 6"
MIN. SPACING TO ANY
ADJACENT ANCHOR.
NOTES:
1 ANCHOR QUANTITY PER LONG SIDE
2 EMBEDMENT AND EDGE DISTANCE
EXCLUDES.FINISHES, IF
APPLICABLE__._ -- --
i NERATOR_
ATTACH M ENT..BAS E,
VARIES WITHrMODEL7
SEE'GENERATOR SPECSb
%" SIMPSON TITEN HD,
SEE ANCHOR SCHEDULE
2"x3"x3/s" GALV. STEEL -
WASHER
RUBBER VIBRATION PAD -
VIBRATION PAD i %
`
CONCRETE PAD -
4 �F
6,000 PSI
LIGHTWEIGHT
CONCR ETE_PAD _
CONCRETE MIX
LIGHTWEIGHT
` MASTERFIBER
MAC 100 J
p^CONCRETEjN1IX _ (i ' 4 ( ;a
& ROAD MESH
r' -NOTES ° •''
FOAM CORE
P1.r Y;DISTANCE DEPEND ON"GENERATOR BASE LENGTH, NO LESS THAN 2".
2. X DISTANCE 3" FROM UNIT EDGE TO CLIP.
3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN
ANCHOR REQUIREMENTS
E DISTANCE
SCHEDULE.
-ING TO
RS.
TO
M
� 2"
1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED
IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014
FLORIDA BUILDING CODE (5th EDITION).
2. 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 REQUIREMENTS AS DETERMINED IN -ACCORDANCE WITH
THE APPLICABLE BUILDING -CODE SHALL BE -LESS THAN;OR
EQUAL TO THE DESIGN -PRESSURE "ASD" APACITYfVALUES
LISTED HEREIN FOR ANY-ASSEMBL'-Y AS.SHOWN.
3. DIMENSIONS AND WEIGHT OF UNITS,SHALL'CONFORM TO
SPECIFICATIONS STATED HEREIN:-_
4. UNITS MUST BE CENTERED ON'PAD WITH OPPOSITE SIDES
HAVING EQUAL CLEARANCE A=MINIMUM DISTANCE'FROM UNIT
TO PAD EDGE IS SPECIFIED-- e `>>
5. THE AREA UNDEW CONCERETE SLAB ON -GROUND -SHALL HAVE
ALL VEGETATION, STUMPS ROOTS; AND FOREIGN MATERIALS
REMOVED PRIOR TO INSTALLATION OMCOMPACTED SOIL AS
VERIFIED BY OTHERS
1rnnv--rti9
6. RESISTANCE TO SLDING OFTHE'PADONTHE,GROUrN,D ISr
`
NOT
PART OF THISDOCUMENTASSOIL`CHARACTERISTICS AND PAD PLACEMENT VARIESC
(4 f�- 'I•'
7. ELECTRICAL GROUND -,WHEN REQUIR DE TOMB 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.
8. 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 FABRICATION,
SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES &
FROM DEVIATIONS OF THIS PLAN.
9. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL
RESPONSIBILITY OF THE INSTALLING CONTRACTOR.
CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED
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 SHALL BE THE FULL RESPONSIBILITY OF
THE INSTALLING CONTRACTOR.
10. 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.
11. THIS DOCUMENT IS GENERIC" ND_DOES NOT PERTAIN.TO ANY
SPECIFIC PROJECT SITE. INFORMATION CONTAINEDrHEREIN IS
BASED ON CONTRACTOR=SUPPLIED DATA 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-SHALC`BE FIELD.VERIFIEE BY
OTHERS PRIOR TO CONSTRUCTION..ENGINEERING EXPRESS
SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO
REEVALUATE OUR WORK; UPON jDISCOVERY OF ANY �
INACCURATE INEORMATION.PRIOR_TO MODIFICATION OF I
EXISTING FIELD CONDITIONS ,AND FABRICATION AND
INSTALLATION OF MATERIALS! ALTERATIONS OR ADDITIONS
TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE
OUR CERTIFICATION.
12. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
JK L. BENNARDO, P.E.
0046549
201
L. BENNARDO, P.E.
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COPYRIGHT ENGINEERING EXPRESS
17-3961.1
SCALE: NTS UNLESS NOTED
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