HomeMy WebLinkAboutAMERICAST GENERATOR CONCRETE PADrn
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�\ GENERATOR__ /
I � O
i
PAD
THICKNESS
N
=�PPD
ISOMETRIC VIEW
PAD DIMENSIONS:
CONCRETE PAD
GENERATOR
= GENERATOR UNIT BY
SEPARATE SUBMITTAL
3 (SEE SCHEDULE FOR
N I MINIMUM WEIGHT
REQUIRED)
}--- 54" LENGTH
PLAN VIEW�w
�..,_ .
CONCRETE PAD
f
ROAD MESH :-•� ,I r /�
MASTERFIBER
MAC100 4"rMIN`' `
GROUND-\ �. ... ✓! .,i
s j
AMERICAST GENERATOR CONCRETE PAD
GENERATOR TABLE:
(ON -GRADE APPLICATIONS ONLY)
Atli!ERICANT
vmw emerlcasMrio mm
`.:.��� � �-: `•�, !
'"BLWO IN
�
---,-�' �;•�•
FEDTAXON1.922D62 LICENSESS99.200i0167
6307 Palmelfo Fen Piew, FL 349t2
Ave.
T.L 772-971-IM F- 772�0SM -
•"`-- �;.` j; � "`
HVHZ OR NON-HVHZ
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
COUNTY
C
D
II
C
14=D I��
III IVI i�
i4Ca iL
P. BEACH
150 MPH
30.44 Psf
36.94 Psf
170 MPH
39.09 Psf
47.44 Psf,
180 MPH.
A3 83:Psf
53.19 Psf
BROWARD
156 MPH
32.92 Psf
39.95 Psf
170 MPH
39.09 Psf
47.44 Psf
,180MPH
`43'83 Psf
53:19 Psf;
MIAMI-DADE
161 MPH
36.83 Psf
I 69 Psf
175 MPH
41.43 Psf
50.28 Psf
186 MPH
46.80 Psf
56.80 Psf
BRAND & MODEL
CAPACITY
WIDTH =
-L GTH
•HEIGHTS
`WEIGHT(
ALLOWABLE
%' PRESSURE
COMMENTS
Generac 005871 & 005883
10 KW
25 00"
-z48 00 '
-29 00 "~;
387.Ibs�
54.00 Psf
EXP C 186 MPH & D 180 MPH
Generac 005872 & 005884
14 KW
25.OIJ "
- 48-.oq''_-
i 2q:b0 '
439...ibk
56.80 Psf
UP TO EXPOSURE D 186 MPH
Generac 6459, 6461, 6462
16 KW
25.00'' I
-48.00 -
-29.00 "
ir513%Ibs..';56.80
Psf
Generac 006721
16 KW
25.00 "
'48 00 -'
-
��29 00_'"-!
J i'&- ,
448 Ibs'
.•,r.a
' S6.80 Psf
Generac 005873 & 005885
17 KW
25.00 "
48.00 " `
29 00 "
f 455 Ibs
56.80 Psf
Generac 005874 & 005886
17 KW
25 00
08 00 y E,
, 29 00 ,
=421 Ibs,3
56 80,Psf
Generac 005875 & 005887
20 KW
25 00 ' `'�
48 00 a
29.00 f
45 I1 bs''
456:80 Psf
Generac 006729 & 006730
20 KW
25.00 ,m
°�48 00 �7-
p29 00F
516 IbS=.)
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 IS KW
15 KW
33.00 "
48.00 "
30.50 "
484 Ibs
56.80 Psf
UP TO EXPOSURE D 186 MPH
GEI040378 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 MEH.
�:
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
' -3-GENERATOR MOUNTING CONFIGURATION:
GENERATOR
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) #SO SS 316 SELF -DRILLING
T F
= I = GENERATOR
(SEE CONCRETE PAD
(.9 SCHEDULE FOR
Lu
DIMENSIONS & WEIGHT
_ = REQUIRED)
4"
} -32" WIDTH--} -54" LENGTH-�
I-
S SIDE VIEW FRONT VIEW
CO
v
0
(SEE
THI(
WIND DESIGN REOUIREMENTS-
(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
WIND PRESSURE:
P = qh G Cf = 56.80 Ib/ft2 (ASD)
L_ - _ - _ _ _ _ - - - _ _ _ _
GENERAL NOTES
ANCHOR TO PAD SCHEDULE:
4.
SUBSTRATE DESCRIPTION
CONCRETE: (2)-3/8"0 TITEN HD
(6000 PSI OR EQUIVALENT,
MIN.) 2-3/4" FULL EMBED
0 CONCRETE, 3" MIN
EDGE DISTANCE, 6"
MIN. SPACING TO ANY
ADJACENT ANCHOR.
5.
6.
7.
NOTES:
1. ANCHOR QUANTITY PER LONG SIDE
2f-EMBEDMENT AND EDGE DISTANCE 8.
EXCLU DES,F_INISH ES,.IF
-3 ENSURE MINIMUM EDGE DISTANCE
NOTED IN ANCHOR SCHEDULE.
4 `ENSURE MINIMUM SPACING TO
-ANY ADJACENT�ANCHORS.
{ _5 FOLLOW MANUFACTURER'S
ti
^-�----INSTALL
---INSTALLATION'INSTRUCTIONSTO --INSTALLANCHORS.9_
SEE'GENERATOR SPE
%" SIMPSON TITEN HD,
SEE ANCHOR SCHEDULE
2"x3"x3/s" GALV. STEEL -
WASHER
RUBBER VIBRATION PAD -
VIBRATIONPAD
CONCRETE PAD -
�. 6,000 PSI
LIGHTWEIGHT
CONCRETE PAD 1 CONCRETE MIX
6,000 PSI- ..I
LIGHTWEIGHT MASTERFIBER MAC 100 J
CONCRETE'MIX ,� ( 1 •`'' & ROAD MESH
FOAM CORE
..NOTES: r7_
�l•. ISTANCE 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
10.
11.
12.
THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED
IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014
FLORIDA BUILDING CODE (5th 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 DETERMINED IN ACCORDANCE WITH
THE APPLICABLE BUILDING. CODE -SHALL BE -LESS THAN OR
EQUAL TO THE DESIGN;PRESSURE"'ASD-CAPACITY VALUES
LISTED HEREIN FOR ANY -ASSEMBLY AS=SHOWN
DIMENSIONS AND WEIGHT OF UNITS! SHALL CONFORM TO
SPECIFICATIONS STATED=HEREIN \° j
UNITS MUST BE CENTERED -ON -PAD WITH OPPOSITE SIDES
HAVING EQUAL CLEARANCE_'A MINIMUM DISTANCE FROM UNIT
TO PAD EDGE IS SPECIFIED /J •Fl�, �y
THE AREA UNDER CONCERETESLAB_ON GROUND SHALL HAVE
ALL VEGETATION, STUMPS,, -ROOTS, AND FOREIGN MATERIALS
REMOVED PRIOR TO INSTALLATION'ON-COMPACTED SOIL AS
VERIFIED BY OTHERS., , , r-,
RESISTANCE T.O'SLIDING OFaTHE PAD ONrTHEiGROUND,IS NOT
PART OF THIS`DOCUMENT AS SOIL CHARACTERISTICS AND"PAD
PLACEMENT VARIESf- � R'
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.
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 &
H ,
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 PERMITTING -CONTRACTOR---,_-:.-; - -
THIS DOCUMENTdS.GENERIC`AND DOES NOPERTAIN TO ANY
SPECIFIC PROJECT SITE�IIVFORMATION'CONTAINEDFIEREIN IS
BASED ON CONTRACTOR=SUPPLIED DATA AND, MEASUREMENTS.
ENGINEERING EXPIRESS SHALL NOT'BE HELD RESPONSIBLE OR
LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA
OR MEASUREMENTS DIMENSIONS ARE SHOWN TO`ILLUSTRATE
DESIGN FORCES ANDIOTHER DESIGN CRITERIA TXHEY 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•DISCOVERYOF'ANY) P, I
INACCURATE IREORMAHON'PRIOR'TO MODIFICATION OF
EXISTING FIELD CONDITIONS'AND FABRICATION AND -
INSTALLATION OF MATERIALS'hLTERATI0NS=0R ADDITIONS
TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE
OUR CERTIFICATION.
EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
L. BENNARDO, P.E.
20
L. BENNARDO, P.E.
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COPYRIGHT ENGINEERING EXPRESS
17-3961.1
SCALE:NTS UNLESS NOTED
OF
7
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