HomeMy WebLinkAboutGenerator Concrete PadNGSH
�\ GENERATOR___I
x
PAD ����x -
THICKNESS D
GVIA
P
ISOMETRIC VIEW
PAD DIMENSIONS:
CONCRETE PAD
GENERATOR
F
= GENERATOR UNIT BY
o SEPARATE SUBMITTAL
(SEE SCHEDULE FOR
M MINIMUM WEIGHT
REQUIRED)
54" LENGTH
PLAN VIEW..
CONCRETE PAD !' i, -1
ROAD MESH
IASTERFIBER v 3 MIN' /
MAC100
GROUND�Nf`
AMERICAST GENERATOR CONCRETE PAD
GENERATOR TABLE:
(ON -GRADE APPLICATIONS ONLY)
ON
AMERICAST
•MADE n4 AMHRIOA:•
FEDTAxsic.9�=w � ucHNSBAm_-oosai63
S7 Pdff xa Aye. Fort Fierce, FL 34912
W. 772-971-19SE I = 772 464-OW
Email• g1eQ"tnerFe•.Nusam "r eh•.lavdtt700101wha""e"
HVHZ OR NON-HVHZ
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
COUNTY
I
C
D
I I
C
IUD�a
t III;,IVi (
�C fi
Il.p t) t(
P. BEACH
150 MPH
30.44 Psf
36.94 Psf
170 MPFT
9.09 Psf
47.44 Psf
180 MPH
43 83 Psf
53.19 Psf.
BROWARD
156 MPH
32.92 Psf
39.95 Psf
170 MPH
!39.09Psf
47.44 Psf
;180`MPH
43:83Psf_
5A19,Psf-.
MIAMI-DADE
165MPH
36.83Psf
44.69Psf
175MPH
1.43 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
25.00.." `
�48.00""-
387 Ibs+'
3
54.00 Psf
EXP C 186 MPH & D 180 MPH
Generac 005872 & 005884
14 KW
25.00"
48200"_
j 2900 "
,
, 439 Ibs
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 "'
48.00
29 00 "-1
f
448 Ibs
-.,_
56.80 Psf
Generac 005873 & 005885
17 KW
25.00 "
48.00 "
29 00r":
J'455 Ibs
56.80 Psf
Generac 005874 & 005886
17 KW
25 00 ".
r48 00 a
29 00 �
421 Ibs ,
a 56a80 Psf
Generac 005875 & 005887
20 KW
25:OQ"�
48.00
29 OV""'
=451 Ibs' "
56:80'Psf
Generac 006729 & 006730
20 KW
25.00!
-48.00('
29.00`1J -
516 ]b`s-
q �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
I
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 "
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 MPH
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
GENERATOR MOUNTING CONFIGURATION:
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) #10 SS 316 SELF -DRILLING
3/8 1
H H GENERATOR
(SEE CONCRETE PAD
ww SCHEDULE FOR
x x DIMENSIONS & WEIGHT
REQUIRED)
4"
} 32" WIDTH 54" LENGTH
o I SIDE VIEW FRONT VIEW
N
0
c
(SEE GI
GENERATOR
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_ - - - - - -
ANCHOR TO PAD SCHEDULE:
SUBSTRATE
DESCRIPTION
CONCRETE:
( )-
(6PSI
EQUIVALENT,TITEN
MINHD
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
A. EXCL'UDES,FINISHES, IF
--APPLICABLE._--_'
3 .,,,-ENSURE MINIMUM EDGE DISTANCE
�i ti _-. AS`�NOTEC 4IN ANCHOR SCHEDULE.
4. ENSURE;MINIMUM,SPACING TO
:ANY ADJACENT -ANCHORS.
i L5 IFOLLOW MANUFACTURER'S
INSTALLATION,INSTRUCrIONS TO
-INSTALL ANCHORS,,+
'ail {(+„aGENERAT,OR�-
ATTACHMENT BASE,_.,.
VARIES WITH'MODEL ,
SEE GENERATOR SPECS
SIMPSON TIfEN HD,
SEE ANCHOR SCHEDULE
2"x3"x3/a" GALV. STEEL -
WASHER
i RUBBER VIBRATION PAD -
WASHER& RUBBER"
VIBRATION PAD 1,
CONCRETE PAD -
1
6,000 PSI
*
LIGHTWEIGHT
CONCRETE 'PAD
CONCRETE MIX
6,000 PSI
LIGHTWEIGHT
MASTERFIBER
MAC 100
- 'CONCRETEIMIX s 4 `3 "
& ROAD MESH C
, '
NOTES v" V.> _
FOAM CORE
1..r '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
lF�---• iE jl - w'
ee
GENERAL NOTES
. =1 co
T
�2"--t
1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED
IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014
FLORIDA BUILDING CODE (5th 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 SHACcBE-LESS THAN OR
EQUAL TO THE DESIGN` PRESSURE'ASD° CAPACITY VALUES
LISTED HEREIN FOR ANY -ASSEMBLY AS SHOWN jl'
3. DIMENSIONS ANDjWEIGHT OF UNITS S_HALC' NE "R'M TO
SPECIFICATIONS STATED-HEREIN.-._�
4. UNITS MUST BE CENTERED. ON' P.AD WITH OPPOSITE SIDES
HAVING EQUAL CLEARA-
ANCE MINIMUM DISTANCEFROM UNIT
TO PAD EDGE IS SPECIFIED.
5. THE AREA UNDER CONCERETE SLAB ON�GROUND-SHALL HAVE
ALL VEGETATION, STUMPS ROOTS, AND FOREIGN MATERIALS
REMOVED PRIOR TO INSTALLATION 0N'COMPACTED SOIL AS
VERIFIED BY OTHERS.
6. RESISTANCE TO_SLIDING OF THETAD ONtTHEIGROUND ISINOT
PART OF THIS' DOCUMENT AS SOIL`CHARACTERISTICS AND PAD
PLACEMENT VARIES
7. ELECTRICAL GROUND- HEN REQUIRED,=TO'BE-bESIGNED &
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 SI .E,INFORMATION CONTAINED AEREIN IS
BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS.
ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR
LIABLE IN ANY WAY FOR ERRONEOUS"OR INACCURATE DATA
OR MEASUREMENTS DIMENSIONS ARE SHOWN TO`ILLUSTRATE
DESIGN FORCES ANDLbTHER-DESIGN CRITERIA sTHEY',MAY
VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS
SPECIFIED HEREIN WORK SHALL -BE FIELD :VERIFIED'BY
CT OTHERS PRIOR TO CONSTRUION. ERGIIVEERING EXPRESS
SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO
REEVALUATE OUR WORK UPONiDISCOVERY OF ANY ,
INACCURATE INFORMATION -PRIOR -TO MODIFICATION OF
EXISTING .. -
EXISTING FIELD CONDITIONS ANDTABRICATION AND.
INSTALLATION OF MATERIALS'ALTERATIONS,:ORIADDITIONS
TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE
OUR CERTIFICATION.
12. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
ANK L. BENNARDO, P.E.
46549
N-3�01
IFCHRXED, QAfiFfINGPEAnQS 6R0V1
ANK L. BENNARDO, P.E.
0 N
Z,-I Ito
p L"u M'Ux
W I--" rl j'd OU to
W � 'LL � LLI
co
LL X W ik
rZfn1W. OLULU =°zar
W ~ � < Lu
U Y
�Q W �wt70
a[II��Z
W W O N _j W LLJ �
(7
U) O' a=w
W
O LIJ ui
OO
,-I
w
J
L Q IL cpIn
V
Q O ` rn
w
0
rt
�
U
< Z
H w
J a rn
m a 0
C07
Qa H N
a J C1
C�
O •J
CDF=F
Y z
G
ll
{
M
cid w w
r, V) O
M Z U
'T
LU -I
/I6
C
a
Y
,ti fn
Q In
�: .
�`
t,�Q
ce
0
YEI 1.
LL
�k 8
S
n
O
r
MOS.
o
o
z u'7
w
m
10 o
w� 5LL
o3001.
z
O
O
o
g
it
0
asg
in
w
wi"°"ia
mWE
Y w
w
0
� �o
c
¢
w
o n
aid
W z
0�sw
o
COPYRIGHT ENGINEERING EXPRESS
17-3961.1
SCALE: NTS UNLESS NOTED
OF�
I