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AMERICAST GENERATOR CONCRETE PAD
CENGTN' T,���
�\ \ GENERATOR.___
f � f
PAD f �) rr t1'a
THICKNESS , f I t<< �1 �� .111VA
PAD DIMENSIONS:
CONCRETE GENERATOR
Fa
= GENERATOR UNIT BY
o SEPARATE SUBMITTAL
(SEE SCHEDULE FOR
M MINIMUM WEIGHT
REQUIRED)
54"LENGTH
PLAN VIEW.
CONCRETE
ROAD MESH-
MASTERFIBER.
MAC100
GROUND-
rC^M OTr VTC1.1
GENERATOR TABLE:
(ON -GRADE APPLICATIONS ONLY)
A M E I CAST - - _ ;!'%`
'BIADH1NAMRRIOA:• ~`�•. �'`��r %
FED TAX i 2942wo UCENW 9599.19959161
SM Mff,=Ave. Fort Naa,FL 3012
T.I. 7T2.971-1951F= 7724640599
EmdL• n1eeQ.s.e"InsH <om orih.AemI1C101(.lwlnoee.� � J' �.
HVHZ OR NON-HVHZ
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
COUNTY
I
C
D
11
C I
PD IN
1 ff 111 V16'
�1 K- P
� 1.-Dl U!
P. BEACH
150 MPH
30.44 Psfj
36.94 Psf
170 MPH
39.09 Psf
47 44 Psf
,180 MPH
43.83 PPsf
53.19 P.sf.
BROWARD
156 MPH
32.92 Psf
39.95 Psf
170 MPH
39.09 Psf
47.44 Psf
;1801MPH
4k83 Psf
53:19 Pst
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' i
1 . I
'LENGTH -
�`
-HEIGHT
I I: .`
r'
`WEIGHT/
N,,, r.,Y
ALLOWABLE
f
,'PRESSURE
COMMENTS
Generac 005871 & 005883
10 KW
25.00 "-`
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_'...
1 29.00 ,
439 Ibs ;:
56.80 Psf
UP TO EXPOSURE D 186 MPH
Generac 6459, 6461, 6462
16 KW
25.00 " I
-48.00 "=
�29.00 "
1513 Ibs-,
-,56.80 Psf
Generac 006721
16 KW
25.00-
48.00 "`
29A0�-%
. 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 :,
48 00 u r
29 00 '7
421albst
?. 56=.8&Psf
Generac 005875 & 005887
20 KW
25:00 "
w48:00'99
29 00-' t
-451 Ibs')
56:80 Psf
Generac 006729 & 006730
20 KW
25.00't
y r
: 48.00
-„ "
49 00;
516 Ib`s
? 56.80 Psf
Generac 006551 & 006552
22 KW
25.00 "
48.00 "
29.00 "
526 Ibs
56.80 Psf
Kohler 14RE5 & 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
GE04038215KW
15KW
33.00"
48.00"
30.50"
484lbs
56.80 Psf
UP TO EXPOSURE D 186 MPH
GE_04037817KW
17 KW
33.00"
48.00"
30.50"
484lbs
56.80 Psf
GEf40330GE & 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
L�
Generac.007038 & 007039
20 KW
25.00 "
48.00 "
29.00 "
448 Ibs
47.44 Psf
Gen9e"rac 0,07042 & 7043
22 KW
25.00 "
48.00 "
29.00 "
466 Ibs
47.44 Psf
"_`GENERATOR MOUNTING CONFIGURATION:
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) #10 SS 316 SELF -DRILLING
T_ F_ T_ F Q�
F- I = GENERATOR
(SEE CONCRETE PAD
w_ w SCHEDULE FOR
DIMENSIONS & WEIGHT
= REQUIRED)
4„
+--32" WIDTH 54" LENGTH
N SIDE VIEW FRONT VIEW
m
v
0
(R.
WIND DESIGN REOUIREMENTS-
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE FIFTH EDITION (2014))
AT -GRADE SIGN METHOD
ULTIMATE DESIGN WIND SPEEDi 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 (ASOL
GENERAL NOTES
ANCHOR TO PAD SCHEDULE:
SUBSTRATE
DESCRIPTION
CONCRETE:
()-
(6PSI
EQUIVALENT,TITEN
MIHD
MIN.)
2-3/4" FULL EMBED
0 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. -_
T�- -3. --ENSURE-MINIMUM EDGE DISTANCE
AS;NOTED m ANCHOR SCHEDULE.
4 ENSURE MINIMUM SPACING TO
- 7 ANY ADJACENT'ANCHORS.
S IFOLLOW MANUFACTURER'S
I e---INSTALLATION�INSTRUCTIONS TO
i INSTALL ANCHORS..
SEE'GENERATOR SPE
GENERATOR 3/8" SIMPSON TITEN HD,
SEE ANCHOR SCHEDULE
2"x3"IO/V GALV. STEEL -
WASHER
RUBBER VIBRATION PAD -
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
TO GENERATOR
(SEE GENERATOR.S-PECS)
11.
_ r
THICK'GALVAN D--_'
1
WASHER& RUBBER -1
VIBRATION PAD'
M
`
CONCRETE PAD
6,000 PSI
-
C { / e.
CONCRETE PAD r` )(
LIGHTWEIGHT
CONCRETE MIX
LIGHTWEIGHT ` MASTERFIBER
MAC 100
& ROAD
rg" P'CONCRETE MIX-}
MESH
rT NOTES 'r , 4 .r ';
FOAM CORE
!I__l.0 Y•DISTANCE DEPEND ON'G NERATOR 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
12.
THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED
IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014
FLORIDA BUILDING CODE (Sth EDITION).
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 DETERMINEDD IIN ACCORDANCE WITH
THE APPLICABLE BUILDING -CODE SHALL BE -LESS THAN,OR
EQUAL TO THE DESIGWP--RESSU'RE"ASD" CAPACITY VALUES
LISTED HEREIN FOR ANY-ASSEMBLKASSHOWN
DIMENSIONS ANDIWEIGHT OF'UNITS SHALL CONFORM TO
SPECIFICATIONS STATE D=HEREIN:-.,
UNITS MUST BE CENTERED 6N-OADi WITH OPPOSITE SIDES
HAVING EQUAL CLEARANCE„ A -MINIMUM DISTANCE FROM UNIT
TO PAD EDGE IS SPECIFIED._`~--_ /,+' \,
THE AREA UNDER CONCERETE'SLAB ON -GROUND -SHALL- HAVE
ALL VEGETATION, STUMPS, ROOTS,ANI FOREIGN MATERIALS
REMOVED PRIOR TO INSTALLATION.'ON,COMPACTED SOIL AS
VERIFIED BY OTHERS.
RESISTANCE TOOSUIDING OFjITHE-PtAD ON,THElGROUND,ISLNOTj
PART OF THIS`DOCUMENT AS SOIL CHARACTERISTICS ANO PAD
PLACEMENT VARIESf � rR'
ELECTRICAL GROUND -,WHEN R Q I ERI ER D, 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.
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.
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.
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 PERMITTINGCONTRACTOR:
THIS DOCUMENT IS- GENERICfAND„DOES'NOT PERTAIN TO ANY
SPECIFIC PROJECT SITE -INFORMATION CONTAINED�HEREIN 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 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 ANY4'r` T
I. -., ,� �
INACCURATE INFORMATION PRIOR:TO:MODIFICAT:ION OF `
EXISTING FIELD CONDITIONS'AND FABRICATION AND
INSTALLATION OF MATERIALS' iALTERAbf_( : .OR ADDITIONS
TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE
OUR CERTIFICATION.
EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
BENNARDO, P.E.
1
L. BENNARDO, P.E.
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COPYRIGHT ENGINEERING EXPRESS
17-3961.1
SCALE:NTS UNLESS NOTED
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