HomeMy WebLinkAboutAMERICAST GENERATOR CONCRETE PADi
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Lu
PAD
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THICKNESS I' \� I i"�
Nv
PAD DIMENSIONS:
CONCRETE PAD -�
GENERATOR
AMERICAST GENERATOR CONCRETE PAD
ON GRADE APPLICATIONS ONLY)
ISOMETRIC VIEW
GENERATOR TABLE:
GENERATOR UNIT BY
o I SEPARATE SUBMITTAL
3 (SEE SCHEDULE FOR
N I MINIMUM WEIGHT
M REQUIRED)
54" LENGTH
PLAN VIEW _
I -
f -_
, A,CONCRETE PAD f �
ROAD MESH F
•'F
IASTERFIBER 3 MIN"` 4rfMIN1
MAC100 _
GROUND--\
� rl v="''"-Jq_,_GENERATOR MOUNTING CONFIGURATION:
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) #10 SS 316 SELF -DRILLING
= I I I = I (SEGENERATOR
E CONCRETE PAD
U U SCHEDULE FOR
1L w DIMENSIONS & WEIGHT
x x REQUIRED)
4" n
}---32" WIDTH---} }---54" LENGTH
SIDE VIEW FRONT VIEW
0
N
V
O
k WIND DESIGN REQUIREMENTS
pa
term amerExastino mm
AMERICAST
•MADID II1 AMIDRIOA:•
FMT"4204=362 UCENM 9S9a,200S01&3
S300 PW.WM Ave. Fan Plera, n JW12
T& 772-971-IM F= 773464-OSM
EMIL RMIRM r4.+.et.�.b reh•.lemit0001�wre•lnzz
HVHZ OR NON-HVHZ _ -- /
RISK
I
EXPOSURE (EXP)
C D
RISK
II
EXPOSURE (EXP)
C D�
RISK
,,III IVII`
EXPOSURE (EXP)
rEC h DJ;u
E
15O MPH
30.44 Psf
36.94 Psf
170 MPH
39.09 Psf
47 44 Psf
180 MPH
43 83 Psf.
53 19 Psf
156MPH
32.92Psf39.95Psf
170MPH
39.09 Psf
47.44 Psf
_186MPH
43:83Ps
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 ' `
; 38TIbs f
54.00 Psf
EXP C 186 MPH & D 180 MPH
Generac 005872 & 005884
14 KW
25.00
48-00 -
129 00 "
. 439 Ibs`.
56.80 Psf
UP TO EXPOSURE D 186 MPH
Generac 6459, 6461, 6462
16 KW
25.00 1--48
00`
_29.00'"
f513jlbs
\56.80 Psf
Generac 006721
16 KW
25.00 "
--48.00' "
-29;00. '-'•
4481bs `
` 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 i i
,- 29 00 Ir
_421 Ibs, :
a 56 80 Psf
Generac 005875 & 005887
20 KW
25 00
48 00
29100
451 Ibs)
,56 80 Psf
Generac 006729 & 006730
20 KW
25.00 };
-48`0051611tisa
;I 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-04037817KW
17 KW
33.00 "
48.00 "
30.50"
484 Ibs
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 "
50.001,
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
t'
Generac.007038 & 007039
20 KW
25.00 "
48.00 "
29.00 "
448 Ibs
47.44 Psf
r
J .G'en'e�ac'007042 & 7043
22 KW
25.00 "
48.00 "
29.00 "
466 Ibs
47.44 Psf
(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 (ASO)
GENERAL NOTES
1
2.
ANCHOR TO PAD SCHEDULE: 3
4.
I SUBSTRATES DESCRIPTION
CONCRETE: ()- EQUIVALENT,
EN MIN.)MIHD
(6PSI 2-3/4" FULL EMBED
MIN.) O CONCRETE, 3" MIN
EDGE DISTANCE, 6"
MIN. SPACING TO ANY
ADJACENT ANCHOR.
NOTES:
1. ANCHOR
2. ; EMBEDMI
/. EXCLUDE
APPLICAI
'-c-3 ENSURE-
.( , ,._ __-AS`NOTE
1NTIfY PER LONG SIDE
AND EDGE DISTANCE
NISHES, IF
E DISTANCE
SCHEDULE.
:ING TO
5.
6.
7.
8.
HIVT AVJN.,CIVI HIYI.fIVRJ.
5 (FOLLOW MANUFACTURER'S
`-" 'INSTALLATIONINSTRUCTIONSTO
---.� -INSTALLJANCHORS.. 9'
�{ t GENERATOR` I
ATTACHMENT BASE -
VARIESWITHi-MOD ,EL l.j
/..
SEE GENERATOR SPECS } `" -
10.
GENERATOR %e' SIMPSON TITEN HD,
SEE ANCHOR SCHEDULE
2"x3"x3/s" GALV. STEEL
WASHER
RUBBER VIBRATION PAD
TO GENERATOR
(SEE GENERATOR;SPECS) 1'
THICK GALVANIZED
WASH ER&- RU BBER--
VIBRATION PAD Z
m
_
CONCRETE PAD
<
6,000 PSI
LIGHTWEIGHT
r =i
CON CRETE,P/�
CONCRETE MIX
_AD
6,000 PSI-
LIGHTWEIGHT MASTERF&
CONCRETEjMIX s ;_ (� fr
ROAD MESH
t -2"- t
FOAM CORE
1,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
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_gAPACITT VALUES
LISTED HEREIN FOR ANY-ASSEMBLY.AS.SFIOWN.
DIMENSIONS ANDiWEIGHT OF UNITS_SHALL CONFORM TO
SPECIFICATIONS ,STATED -HEREIN.
UNITS MUST BE CENTERED -ON PAD WITH OPPOSITE SIDES
HAVING EQUAL CLEAF ANCE:-A MINIMUM DISTANCE FROM UNIT
TO PAD EDGE IS SPECIFIED.`' - _ ✓
THE AREA UNDER CONCERE E-SLAB bN-.GROUND SHAL'L`•HAVE
ALL VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS
REMOVED PRIOR TO INSTALLATION'ON'COMPACTED SOIL AS
VERIFIED BY OTHERS
RESISTANCE TO`SLIDING OFj;THE'PAD_ON�THE�GROUND ISINOT
PART OF THIS�DOCUMENT AAS SOIL CHARACTERISTICS AND -PAD
PLACEMENT VARIES - y
ELECTRICAL GROUND, WHEN REQUIRED=T0`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:` ---.-_ -
THIS DOCUMENT IS-GENERIC`AND.DOES NOT PERTAIN TO ANY
SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS
BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS.
ENGINEERING EXPRESS SHALL. NOT BEHELD RESRO,NSIBLE 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 UPONIDISCOVERYOFIANY
INACCURATE INFORMATION -PRIOR TO=MODIF.ICATION OF
EXISTING FIELD CONDITIONS AND FABRICATION AND .
INSTALLATION OF h1ATERIALS?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.
FRANK L. BENNARDO, P.E. `
PE# 0046549 r
20
L BENNARDO, P.E.
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COPYRIGHT ENGINEERING EXPRESS
17-3961.1
SCALE: NTS UNLESS NOTED
OF
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