HomeMy WebLinkAboutAMERICAST GENERATOR CONCRETE PADml
r
kiAERICAST GENERATOR CONCRETE
NGTN'
._
- Z_ GENERATOR_
A %
Lu
PAD
THICKNESS
kA
ISOMETRIC VIEW
PAD DIMENSIONS:
CONCRETE PAD
GENERATOR
= GENERATOR UNIT BY
o SEPARATE SUBMITTAL
(SEE SCHEDULE FOR
M MINIMUM WEIGHT
REQUIRED)
54" LENGTH
PLAN VIEW.
CONCRETE PAD
S
ROAD MESH
IASTERFIBER
MAC100
GROUNDS
sF:
'- GENERATOR MOUNTING CONFIGURATION:
GENERATOR ATTACHMENT BASE -
OR SIMPSON A24 ANGLE BRACE
W/ (4) *10 SS 316 SELF -DRILLING - -
F Q
_ = GENERATOR
U U (SEE CONCRETE PAD
SCHEDULE FOR
Lu
DIMENSIONS & WEIGHT
REQUIRED)
4"
} -32" WIDTH -� }54" LENGTH-+
SIDE VIEW
FRONT VIEW
(SEE
THI(
GENERATOR TABLE:
(ON -GRADE APPLICATIONS ONLY)
AMERICAST r
FEDT,"#=.=M63 GCENSHOS904M0163
S303
PsI�A-e Fort PIW,-FL 34992
Td. 773�971-1955 FaZ 7Aa64-0SOD, "'`._f ./ t 1, .,
EmdL
HVHZ OR NON-HVHZ 1
COUNTY
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
I
C
D
II
C
I;=I�
'�IIIJVi�
�IhC it
P. BEACH
150 MPH
30.44 Psf
36.94 Psf
170 MPH
39.09 Psf
47.44 Psf
180 MPH
43 $ Psf
.53 19 Psf
BROWARD
156 MPH
32.92 Psf
39.95 Psf
170 MPH
39.09 Psf
47.44 Psf
.180,MPH`
4183 Psf.
T.19,6
MIAMI-DADE
165 MPH
36.83 Psf
44.69 Psf
175 MOH
41.43 Psf
50.28 Psf
186 MPH
46.80 Psf
56.80 Psf
BRAND & MODEL
CAPACITY
WIDTH
: LENGTH
ri�
-HEIGHT=-
II
;WEIGHT,'
V
ALLOWABLE
PRESSURE `
COMMENTS
Generac 005871 & 005883
10 KW
25.00"
- 48.00."
-29.00 "
:ti38Z<Ibs.t
54.00 Psf
EXP C 186 MPH & D 180 MPH
Generac 005872 & 005884
14KW
25.00"
'48.00�
?29�00
4391bs,
56.80 Psf
UP TO EXPOSURE D 186 MPH
Generac 6459, 6461, 6462
16 KW
25.00" '
- 48.00 "-
29.00"
,'513 Ibs,
"'�`56.80 Psf
Generac 006721
16 KW
25.00 "7
-`48.00 "`
- =29A0 '-
448 lbs'
' _ ' Psf
Generac 005873 & 005885
17 KW
25.00 "
48.00 "
21&
'455 Ibs
56.80 Psf
Generac 005874 & 005886
17 KW
25 00 ,'
„48 00 i; r
29 00"F
421Jbs,
56:80 Psf
Generac 005875 & 005887
20 KW
25:00 " `
• 48:00 -"-
29.00"�
-451 Iti"s-I
56°80 Psf
Generac 006729 & 006730
20 KW
25.00 ,'�
48 00 e,=
29.00!',-
516;Itis
a ' S6.80 Psf
Generac 006551 & 006552
22 KW
25.00 "
48.00 "
29.00 "
526 Ibs
56.80 Psf
Kohler 14RES & 20RES
14-20 KW
26.0011
48.0011
29.00-1
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
GE40330GE & 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 MP-H-
1"-
II'
Generac 007038 & 007039
20 KW
25.00 "
48.00 "
29.00 "
448 Ibs
47.44 Psf
Gen+eac;007042 & 7043
22 KW
25.00 "
48.00 "
29.00 "
466 Ibs
47.44 Psf
11
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)
GENERAL NOTES
ANCHOR TO PAD SCHEDULE
SUBSTRATE
DESCRIPTION
CONCRETE:
O-
(6PSI
EQUIVALENT,TITEN
MINHD
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
4-EXCLUDES-FINISHES, IF
APPLICABLE."
,--3-.- _ENSUREMINIMUM.EDGE DISTANCE
ti WS NOTED IN ANCHOR SCHEDULE.
4:-ENSUREMINIMUNI SPACING TO
ANY ADJACENTlANLHORS.
S.7FOLLOW MANUFACTURER'S
`' � INSTALLATION,INSTRUCTIONS TO
AN INSTALL CHORS .�..
MENT BASE,
ITTIJi.Ml1'l1C1 si�yr E���-, .r='
SEE'GENERATOR SPE
GENERATOR %" SIMPSON TITEN HD,
SEE ANCHOR SCHEDULE
2"x3"x3/s" GALV. STEEL -
WASHER
RUBBER VIBRATION PAD -
CONCRETE PAD -
f 6,000 PSI
LIGHTWEIGHT
R CONCRETE MIX
CONCRETE _PAD" ,i1 F(,
6,000
LIGHTWEIGHT MASTERFIBER MAC 100 J
F CONCRETE'MIX 1 I ."'' " `' ' " & ROAD MESH
@NOTES:j, w @=„_ _-`' t FOAM CORE
I. 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
LJ1
1.
2.
3.
4.
5.
6.
7.
8.
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-ASW CAPACITY VALUES
LISTED HEREIN FOR ANY-ASSEMBL-Y=AS-SHOWN. ' r
DIMENSIONS AND' WEIGHT OF"UNITS _SHALL CONFORM TO
SPECIFICATIONS STATED -HEREIN: ` N `'' ''
UNITS MUST BE CENTERED CN PAD WITH OPP,OSI `E SIDES
HAVING EQUAL CLEARANCE"MINIMUM DISTANCE FROM UNIT
TO PAD EDGE IS SPECIFIED.'A-
`'��
THE AREA UNDER CONCERETE=SLAB ON:GROUND-SHALLNAVE
ALL VEGETATION, STUMPROOT
S;S: A,ND FOREIGN MATERIALS
REMOVED PRIOR TO INSTALLATION ON -COMPACTED SOIL AS _
VERIFIED BY OTHERS. r .r ti i r.,
RESISTANCE TO -SLIDING OF THE,P.AD ON'THE GROUND IS NOT
PART OF THIS`DOCUMENT AS `SOILpCHARACTERISTICS ANU PAD
PLACEMENT VARIES(
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 &
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-.- 4_
THIS DOCUMENT IS-GENERICrAND_DOES NOT PERTAIN_TO ANY
SPECIFIC PROJECT SITE. INFORMATION -CONTAINED HEREIN IS
BASED ON CONTRACTOR=SUP-P.LIED'DATA AND, MEASUREMENTS.
ENGINEERING EXPRESS SHALL NOT BEHELD RESPONSIBLE OR
LIABLE IN ANY WAY FOR ERRONEOUS OR INACCUPATE DATA
OR MEASUREMENTS DIMENSIONS ARE SHOWN TO' -ILLUSTRATE
DESIGN FORCES XND16THLR 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 WORKUPOWDISCOVERY�OF ANY ! , ,
INACCURATE INFORMATION'PRIOR_TO-ODIFICATION OF -
EXISTING FIELD CONDITIONS AND FABRICATION AND.
INSTALLATION OF MAT ERIALS.'ALTERATIONS_OR 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.
01
L. BENNARDO, P.E.
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COPYRIGHT ENGINEERING EXPRESS
17-3961.1
SCALE: NTS UNLESS NOTED
OF