HomeMy WebLinkAboutGenerator Concrete PadAM* -RICAST GENERATOR CONCRETE F D
GENERATOR TABLE:
h t H
NG.IH/ \
LE I�'�'I��GylOT/Y
r_-- GENERATOR_ -_I
Lu
PAD
THICKNESS
ISOMETRIC VIEW
PAD DIMENSIONS:
CONCRETE PAD
GENERATOR -
= GENERATOR UNIT BY
M SEPARATE SUBMITTAL
3 (SEE SCHEDULE FOR
M MINIMUM WEIGHT
REQUIRED)
Ll
54"LENGTH
PLAN -VIEW -
CONCRETE PAD
I _
ROAD MESH
IASTERFIBER i` f ` ""'°L ;f
MAC300 3' MIN 4:-':MIN.
GROUNDS n,:. -
.. 'l�.11
11
h
GENERATOR MOUNTING CONFIGURATION:
GENERATOR
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) *10 SS 316 SELF -DRILLING
QCOEWS
SRATOR
TO GENERATOR
%11
F- I I I GENERATOR
(SEE CONCRETE PAD
LD SCHEDULE FOR
Lu
DIMENSIONS & WEIGHT
REQUIRED)
4"
�--32" WIDTH + +- 54" LENGTH
n
b SIDE VIEW FRONT VIEW
14
0
(SEE
(ON -GRADE APPLICATIONS -ONLY)
AMERICAST
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FEDTAX0204 S2362 UCENSE099-M0157
SSW PAIMM Ave:• Fon PINX, FL 3e912
T,I. 772-97, 90 F- 77=4"4- 09
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f•
HVHZ OR NON-HVHZ
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
COUNTY
I
C
D
II
C
a.�=D �I`�.-
i fillI,�I,�i l;
.�. ! i;C--- ��
_ II=D-C i! 1i
P. BEACH
150 MPH
30.44 Psf
36.94 Psf
170 MPH
39.09 Psf
47.44'Psfe
,180 MPkI
A3.83,Fsf-_-_
53.19 Psf
BROWARD
156 MPH
32.92 Psf
39.95 Psf
170 MPH
39.09 Psf
47.44 Psf
;180 MPH'
g3:83 Psf"53'1'9
Fsf`
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
W19TH
LENGTH=
HEIGHT
WEIGHT!
ALLOWABLE
= '11 PRESSURE
COMMENTS
Generac 005871 & 005883
SO KW
25.00."
48.00."--
--29.00"^
.,38TIbs/
54.00 Psf
EXP C 186 MPH & D 180 MPH
Generac 005872 & 005884
14 KW
25 00 `'
48 001
i 29A0 "
439 IbSs l
56.80 Psf
UP TO EXPOSURE D 186 MPH
Generac 6459, 6461, 6462
16 KW
25.00''
z48.00"'-•
-_29.00"
ri513'Ib`s•,
``?56.80 Psf
Generac 006721
16 KW
25 00" `
48 00 "
29 00-�
�s
,4,'48 Ibs"
" 56.80 Psf
5
Generac 005873 & 005885
17 KW
25.00 "
48.00 "
29 00"'
"• 55 Ibs
56.80 Psf
Generac 005874 & 005886
17 KW
25:00�,
9.48:00 jii;
. 29.00 1' i
=421=Ibs.t
:� 56:80 Psf
Generac 005875 & 005887
20 KW
25 00 "
148 00 "�
29 00 '
451 Ib°si
56:80 Psf
Generac 006729 & 006730
20 KW
25.00 F
48 00 ;'
- 29 00 �;'-=
516,&=
H56.80 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 "
48.0011
29.0011
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"
4841bs
56.80Psf
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
Briggs & Stratton 040243-0
10 KW
31.00 "
32.00 "
34.00 "
4301bs
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"
568lbs
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.
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
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
SUBSTRATE
DESCRIPTION
CONCRETE:
()- TITEN HD
(6PSI
EN
EQUIVALENT,
MIN.)
MIN
2-3/4" FULL EMBED
0 CONCRETE, 3" MIN
EDGE DISTANCE, 6"
MIN. SPACING TO ANY
ADJACENT)
NOTES:
1. ANCHOR QUANTITY PER LONG SIDE
2. EMBEDMENT AND EDGE DISTANCE
,-EXCLUDES-FINISHES,. IF
\4.-ENSURE,P
t~�-- -ANY ADJA
j - S--I�INSTALLA
--INSTAL-L-
SEE GENERATOR SPE
3/8" SIMPSON TITEN HD,
SEE ANCHOR SCHEDULE
2"x3"x%" GALV. STEEL -
WASHER
RUBBER VIBRATION PAD -
VIBRATION PAD
CONCRETE PAD -
6,000 PSI
"A _._ =`
LIGHTWEIGHT
i
D CONCRETE PA
MIX CONCRETE (I(
6,0000
\
LIGHTWEIGHT
` MASTERFIBER
MAC 100 J
E'CONCRETE'MIX
& ROAD MESH
%" ' ' -- _.. L u G P ..s -
FOAM CORE
'--NOTES-
- -1.' 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
MUM EDGE DISTANCE
ANCHOR SCHEDULE.
MUM SPACING TO
IT"ANCHORS.
UFACTURER'S
N-INSTRUCTIONS TO
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"L-ESS THAN OR
EQUAL TO THE DESIGWPRESSUR'E "ASD"CAPACITYALUES
LISTED HEREIN FOR ANY-ASSEMBL-YAS iHOWN. /•
DIMENSIONS ANDfWEIGHT OF'UNITS;SHA_LL CONFORM TO
SPECIFICATIONS STATED>HEREIN:-
UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES
HAVING EQUAL CLEARANCE'A=MINIMUM.DISTANCE'FROM UNIT
TO PAD EDGE IS SPECIFIED. i� !ij `.\ �•
THE AREA UNDER" ONCERETE SLAB ON'GROUND'SHALL HAVE
ALL VEGETATION, STUMPS ROOTS, AND FOREIGN MATERIALS
REMOVED PRIOR TO INSTALLATION ON'COMPACTED SOIL AS
VERIFIED BY OTHERS. , s. a ��, T-- ,i , n �--
RESISTANCE TO SLIDING OFiTHE�PAD ON THE GROUND IS NOT
PART OF THIS"DOCUMENT AS SOILCHARACTERISTICS AND -PAD
PLACEMENT VARIES
ELECTRICAL GROUND -;-WHEN REQUIRED, T0 `B!Ez 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-fAND.DOES NO-fPERTAINaTO ANY
SPECIFIC PROJECT SITE, INFORMATION -CONTAINED' AEkEIN IS
BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS.
ENGINEERING EXPRESS SHALL NOT -BE -HELD RESPONSIBLE OR
LIABLE IN ANY WAY FO.R ERRONEOUS OR INACC
URATE DATA
OR MEASUREMENTS DIMENSIONS ARE SHOWN TO''ILLUSTRATE
DESIGN FORCES ANDSOTHER DESIGN CRITERIA/THEY.,MAY
VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS
SPECIFIED HEREIN. WORK SHALL --BE FIELD VERIFIED BY
OTHERS PRIOR TO CONSTRUCTION.-ENGINEIERING EXPRESS
SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO
REEVALUATE OUR WORK"UPON;DISCOVERYzOF ANY
INACCURATE INFORMATION.PRIOR-TO_MODIFICATION OF 4- -
EXISTING FIELD CONDITIONS,AND,FABRICATION AND
INSTALLATION OF MAT_.ERIALS: ALTERATIONS O_R ADDITIONS
TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE
OUR CERTIFICATION.
EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
ANK L. BENNARDO, P.E.
49
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IF OE000,! RMM P.LA`
ANK L. BENNARDO, P.E.
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COPYRIGHT ENGINEERING EXPRESS
17-3961.1
SCALE: NITS UNLESS NOTED
OF
9