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AMERICAST GENERATOR CONCRETE PAD
N' \
\ roTy
�GENERATOR__I_p 1
\ I
PAD
THICKNESS v a 'laI Ca I
i
ISOMETRIC VIEW
PAD DIMENSIONS: GENERATOR TABLE:
CONCRETE PAD
GENERATOR -
Fa
= GENERATOR UNIT BY
o SEPARATE SUBMITTAL
3 (SEE SCHEDULE FOR
M MINIMUM WEIGHT
REQUIRED)
�T
} 54" LENGTH
W V&W s'
CONCRETE PAD (
ROAD MESH
MASTERFIBER
MAC100 3 MIN' `4'MIN
16L ,
=�3
-.,' C
`"`�-"GENERATOR MOUNTING CONFIGURATION:
(ON -GRADE APPLICATIONS ONLY)
AMERICAST
- mmimIN.AMIDRIQA:'
=TAXi1U-US2W LIMNSE099-M50110
5393 Maalo AK Fort New%FL 30n 1
TLL m-9n-ID.A Faz 773.164-0309 -� /' ,ji
uiL•-r1t9Q�tsM{l91t1u.MmaeeM1�.lndfQ091�wheoe
HVHZ OR NON-HVHZ ,
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
COUNTY
I
C
D
I I
C
�D )(,
1 �III;ryIV r
FFc
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
_1861MOH
W 83 Psf
53 19'Fsf_r
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
=
HEIR HT�
HT
I_:
'WE f
'� P LLOWABLE
�J%PRESSURE
COMMENTS
Generac 005871 & 005883
10 KW
25.ob " `
48 00:"_.
29.00 "~,
30413sX
54.00 Psf
EXP C 186 MPH & D 180 MPH
Generac 005872 & 005884
14 KW
25.00 "`.I
48 00-�:
11 td "
434 Ibs<:
56.80 Psf
UP TO EXPOSURE D 186 MPH
Generac 6459, 6461, 6462
16 KW
25.00,'` '
48.00"`-
5134b3.;
�.56.80 Psf
Generac 006721
16 KW
25.00"
48 00 "
29 00 _"
448 Ibs
�56.80 Psf
Generac 005873 & 005885
17 KW
2.5.00 "
48.00 "�
29.00,.";-
�455 Ibs
56.80 Psf
Generac 005874 & 005886
17 KW
25:00,
48.00 � �
h 29,00- L.=-421
Ibs,,
56:80,Psf
Generac 005875 & 005887
20 KW
25.00"'
� 48 00
29 00 Y
451 Ibs) °
56:80°Psf
Generac 006729 & 006730
20 KW
25.00 it
48 00 ,=
29 00 r�
516;Ibs
T 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 040382 15KW
15 KW
33.00 "
48.00 "
30.50 "
484 Ibs
56.80 Psf
UP TO EXPOSURE D 186 MPH
GE 04037817KW
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
Erriggs & Stratton 040243-0
10 KW
31.00 "
32.00 "
34.00 "
430 Ibs
56.80 Psf
Briggs & Stratton 040302-2
gg
12 KW
33.75 "
50.00 "
31.60 "
507 Ibs
54.00 Psf
EXP PH D C186M & 180MPH
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.0.07038 & 007039
20 KW
25.00 "
48.00 "
29.00 "
448 Ibs
47.44 Psf
G�Oen'e�ac:007042 & 7043
22 KW
25.00 "
48.00 "
29.011
0 "
466 Ibs
47.44 Psf
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) #10 SS 316 SELF -DRILLING
SCREWS
�t)T_F_ Q
TT-F -
F I- GENERATOR
(SEE CONCRETE PAD
w(DSCHEDULEFOR
DIMENSIONS & WEIGHT
REQUIRED)
4"
-32" WIDTH 54" LENGTH
b SIDE VIEW FRONT VIEW
ao
v
0
(SEE
THI(
GENERATOR
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 iVasd = 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 '
WIND PRESSURE::
P = qh G Cf = 56.80 Ib/ft2 (ASD)
L- - - - - - - - - - - - - - - - - - - - - -
ANCHOR TO PAD SCHEDULE
SUBSTRATE
DESCRIPTION
CONCRETE:
(2)-3/8"0 TITEN HD
(6000 PSI
ORE QUIVALENT,
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:
3 ENSURE MINIMUM,E6 E DISTANCE
AS'NOTED`IN ANCHOR SCHEDULE.
4 ENSURE MINIMUM SPACING TO
.�AANY ADJACENT ANCHORS.
5 IFOLLOW MANUFACTURER'S
INSTALLATIONANSTRUCTIONS TO
Il j GENERATOR
ATTACHM,,, T BASE, _
VARIES WITH�MODEL
SEE'GENERATOR SPECS "
3/e' SIMPSON TITEN HD,
SEE ANCHOR SCHEDULE
2"x3"x3/8" GALV. STEEL
WASHER
RUBBER VIBRATION PAD
J CONCRETE PAD
6,000 PSI
LIGHTWEIGHT
X CONCRETE MIX
CONCRETE;PAD
6 000 PSI J
LIGHTWEIGHT \ MASTERFIBER MAC 100
CONCRETUMIX I T °+ 1 & ROAD MESH
NOTES F) FOAM CORE
- -z -
_ .1... Y DISTANCE DEPEND.OWGENERATOR BASE LENGTH, NO LESS THAN 211.
2. X DISTANCE 3" FROM UNIT EDGE TO CLIP.
3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN
ANCHOR REQUIREMENTS
in
2"--t
GENERAL NOTES
1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED
IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014
FLORIDA BUILDING CODE (Sth 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 SH4L1_BE-LESS THAN OR
EQUAL TO THE DESIGN-PRESSURE-'ASD°. CAPACITY VA{LUES
LISTED HEREIN FOR ANY -ASSEMBLY AS SHOWN /•'
3. DIMENSIONS ANDsWEIGHT OF UNITSISHALL�CONFORM TO
SPECIFICATIONS STATED -HEREIN:• \! ,
4. UNITS MUST BE CENTERNED OPAD-WITH OPPOSITE SIDES
HAVING EQUAL CLEARANCE. A MINIMUM DISTANCE FROM UNIT
TO PAD EDGE IS SPECIFIED. `---
5. THE AREA UNDER CONCERETE SLAB ON GROUND"'SHALLLLHAVE
ALL VEGETATION, STUMPS ROOTS, AND FOREIGN MATERIALS
REMOVED PRIOR TO INSTALLATION'ON"COMPACTED SOIL AS
VERIFIED BY OTHERS. a r ( �
6. RESISTANCE TO SLIDING ORTHEIPAD ONtTHEIGROUND ISF1
PART OF THIS 'DOCUME_NT AS SOILCHARACTERISTICS AND PAD
PLACEMENT VARIES' �_''
7. 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.
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 AND: DOES NOT PERTAIN TO ANY
SPECIFIC PROJECT SITE_IINFORMATION CONTAINED�HEREIN IS
BASED ON CONTRACTOR:SUPPLIED; DATA AND MEASUREMENTS.
ENGINEERING EXPRESSYSHALL NOT -BE -HELD RESPONSIBLE OR
LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA
OR MEASUREMENTS DIMENSIONS ARE SHOWN TO`ILLUSTRATE
DESIGN FORCES A ,OTHER DESIGN CRITERIA rTHEY�MAY
VARY SLIGHTLY, BUT.MUST REMAIN WITHIN THE LIMITATIONS
SPECIFIED HEREIN. WORK SHAL SE FIELD VERIFIED BY
OTHERS PRIOR TO CONSTRUCTION. ENGINEERING EXPRESS
SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO
REEVALUATE OUR WORWUPON DISCOVERY -OF ANY,I `h
INACCURATE INFORMATIOW�'PRIOR T6A(i6IFIICATION OF.
EXISTING FIELD CONDITIONS AND; FABRICATION AND, ATr:
INSTALLATION OF MERIALS. AAT LTERIONS 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.
VK L. BENNARDO, P.E.
0046549
201
L. BENNARDO, P.E.
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COPYRIGHT ENGINEERING EXPRESS
17-3961.1
SCALE: NTS UNLESS NOTED
OF