HomeMy WebLinkAboutCONCRETE PADGENERATOR
PAD
THICKNESS
AMERICAST GENERATOR CONCRETE PAD
- (OWGRADE APPLICATIONS ONLY)
AMERICAST
•MADB INA1M0110A1•
HVHZ OR NON-HVHZ
RISK
EXPOSURE
EXP
RISK
EXPOSURE EXP
RISK
EXPOSURE
EXP
COUNTY
I
C
D
II
C
I D
I III,IV
I C
I D
P. BEACH
15O MPH
30.44 PSf
36.94 PSf
170 MPH
39.09 Psf
47.44 Psf
180 MPH
43.83 Psf
53.19 Psf
BROWARD
156 MPH
32.92 Psf
39.95 Psf
170 MPH
39.09 Psf
47.44 Psf
180 MPH
43.83 Psf
53.19 Psf
MIAMI-DADE
165 MPH
36.83 Psf
A-- Psf
175 MPH
41.43 Psf
150.28 Psf
1186 MPH
146.80 Psf
156.80 Psf
ISOMETRIC VIEW
PAD DIMENSIONS:
CONCRETE PAD
GENEMTOR
GENERATOR UNIT BY
o I SEPARATE SUBMITTAL
(SEE SCHEDULE FOR
;M I MINIMUM WEIGHT
REQUIRED)
54"LENGTH
PLAN VIEW
CONCRETE PAD
ROAD MESH
ASTERFIBER 3- MIN
MACI00 1- 14" MIN
}-32" WIDTH --
GENERATOR TABLE:
CAPACITY
WIDTH
LENGTH
HEIGHT
WEIGHT
ALLOWABLE
PRESSURE
COMMENTS
5871 & 005883
SO KW
25.00"
48.00"
29.00 "
3871bs
41.43 Psf
EXP C 175 MPH & D 156 MPH
5872&005884
14 KW
25.00"
48.OD"
29.00"
43 Ib
9 s
47.44Pf
s59,
DIP C 186 MPH &D 156 MPH
NBRANDD&MODEL
6461, 6462
16 KW
25.00"
48.00"
29.00"
5131bs
47.44 Psf
6721
16 KW
25.00"
48.OD"
29.00"
448 lbs
47.44 Psf
5873&005885
17 KW
25.00"
48.00"
29.00"
4551bs
47.44 Psf
5874&005886
17 KW
25.00"
48.00"
29.00"
421 Its
47.44 Psf
Generac 005875 & 005887
20 KW
25.00"
48.00"
29.00"
4511bs
47.44 Psf
Generac 006729 & 006730
20 KW
25.00"
48.00"
29.00"
516 HIS
47.44 Psf
Generac 006551&0065S2
22 KW
25.00"
48.00"
29.00"
5261bs
47.44 Psf
Kohler 14RE5&20RE5
14-20 KW
26.00"
48.OD"
29.00"
500 HIS
47.M Psf
GE 40323GE & 40324GE
13 KW
35.00"
39.40"
39.00"
540 HIS
39.D9 Psf
EXP C 170 MPH &D 156 MPH
BE 04038215KW
15 KW
33.00"
48.00"
30.50"
4841bs
43.83 PSf
EXP C 180 MPH & D 156 MPH
GE 04037817KW
17 KW
33.00"
49.00"
30.50 "
484115
43.83 PSI
GE 40330GE & 40331GE
20 KW
33.00"
49.00"
30.50"
6001bs
43.83 Psf
Briggs& Stratton D40243-0
10 KW
31.00"
32.00"
34.00"
4301bs
43.83 Psf
Briggs & Stratton D40302.2
12 KW
33.75 "
50.00"
31.60 "
507 HIS
41.43 Psf
DIP C 175 MPH & D 156 MPH
Briggs & Stratton 040303-1
15 KW
33.75 "
49.00 "
31.60 "
562 HIS
43.83 Psf
DIP C 180 MPH & D 156 MPH
Briggs & Stratton 0403044
18 KW
33.75 "
49.00 "
31.60 "
568 HIS
44.00 Psf
Briggs & Stratton 040305-1
20 KW
33.75"
49.00"
31.60"
5701bs
44.00 Psf
Generac 7035,7036, 7037
16 KW
MOB"
48.00"
29.00"
406 HIS
47.44 PSI
EXP C 166 MPH & 0156 MPH
Generac 007038 & 007039
20 KW
25.00 "
48.00 "
29.00 "
4481bs
47.44 Psf
Generac OD7042& 7041
22 KW
25.00"
48.00"
29.00"
4661bs
47.44 PSI
GENERATOR MOUNTING CONFIGURATION:
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) s10 SS 316 SELF -DRILLING
€ SCREWS
TO GENERATOR
(SEE GENERATOR SPECS),
GENERATOR
U,
(SEE CONCRETE PAD
W
SCHEDULE FOR
DIMENSIONS & WEIGHT
REQUIRED)
4"
I
n
I n
i----54" LENGTH - i
SIDE VIEW FRONT VIEW
GENERATOR
ANCHOR TO PAD SCHEDULE:
SUBSTRATE
DESCRIPTION
CONCRETE:
(2)-3/8'0 MEN HD
(6000 PSI
OR EQUIVALENT,
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
EXCLUDES FINISHES, IF
APPLICABLE.
3. ENSURE MINIMUM EDGE DISTANCE
AS NOTED IN ANCHOR SCHEDULE.
4. ENSURE MINIMUM SPACING TO
ANY ADJACENT ANCHORS.
S. FOLLOW MANUFACTURER'S
INSTALLATION INSTRUCTIONS TO
INSTALL ANCHORS.
GENERATOR
ATTACHMENT BASE,
VARIES WITH MODEL
SEE GENERATOR SPECS
V SIMPSON TITEN HD,
SEE ANCHOR SCHEDULE
2'x3'x3/e" GALV. STEEL -
WASHER
RUBBER VIBRATION PAD -
%' THICK GALVANIZED
WASHER& RUBBER
VIBRATION PAD
Z
CONCRETE PAD
-
iv
6,000 PSI
n ,
LIGHTWEIGHT
CONCRETE PAD X CONCRETE MIX
6,000 PSI-1III-
LIGHTWEIGHT \ MASTERFIBER MAC 100
/11
a
CONCRETE MIX
& ROAD MESH
}�2
NOTES:
FOAM CORE
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
FRANK L B 0, P.E. T
PES0046549
RECEIVED
03/ 018
JAN
7GORDON
6OERFC. G .I>IFA6 BB4,1
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M. DI STO, P.E.
2328
NOTICE: IF THIS SHEET DOES
ST: Lucie County, Permitting
-
=
NOT CONTAIN AN ORIGINAL
SIGNATURE Is ENGINEER SEAL:
IF THERE IS A DIGITAL
SIGNATURE ON SHEET 1, THIS
SHEET IS PART OF A DIGITALLY
SCANNED
SIGNED FRE, SHALL ORMAT,&RMAININTE IN
DIGITAL FORMAT, & PRINTED
COPIES DOCUMENT
V
SIHES
CONSIDEREDSIGNED
ARE NOTED. THERESIGNEO
L/� pA.,j _rI_EtT -
IF S NO
ANDSEALED.SIGN,IFTHE NSHEE
OR SHEETTDREON SHEETI
WIND DESIGN REQ LIT9 IYUJ�pt
OR THIS SHEET DOES NOT
THIS
MAIN AN ENGINEER'S
ORIGINAL SIGNATURE 6 SEAL,
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH ED ON
(2017))
TMIs sxEET Is A COPY DAFT.
AT -GRADE SIGN METHOD
//fIII
ULTIMATE DESIGN WIND SPEED VDIt = 186 mph
NOMINAL DESIGN WIND SPEED Vasd = 144 mph
RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A
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EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd=
LI- m 300 U.
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0.85
W Vt2 UIm
ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND
W 1w,J, w UJ IA
W
GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H qh = 77.56
Ib/ft2
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Z � UI U S�
FORCE COEFFICIENT Cf a 1.44
� W
4 K Q (a o w M uo
WIND PRESSURE:
aL m o
P= qh G Cf = 56.80 1b/ft2 (ASD)
ZX Of r4 '�m' w W U
W W O_, �Z
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GENERAL NOTESILI
U PO..
3 LL
d=w
1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
O W di
to
SIXTH EDITION (2D17).
n
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.
N O N
SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH
m Q Z
THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE
O d O
DESIGN PRESSURE'ASD' CAPACITY VALUES LISTED HEREIN FOR ANY
lJL E
ASSEMBLY AS SHOWN.
LL TO
3. DIMENSIONS AND WEIGHT OF UNITS SHACONFORM SPECIFICATIONS
U) G DO
O
Y Z w
STATED HEREIN.
4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL
LL
Q O On
CLEARANCE. A MINIMUM DISTANCE FROM UNITTO PAD EDGE IS SPECIFIED.
U
I
m F
S. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF
Us
U ')'�
LLI
A'J W
6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL
ICI f w A
w
DO = O
n LD
VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR
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O
TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS.
1 F- ry
W n
G Z U7.
2 (7
RESISTANCE TO SLIDING OFTHE PAD ON THE GROUND IS NOT PART OF THIS
K
m O
J Z
DOCUMENT AS SOIL CHARACfERI5ITC5 AND PAD PLACEMENT VARIES.
C
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8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY
Y
OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.)
Q
W
SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE
EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
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9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS
L9
SHOWNONLY. USEOFTHISSPECIFICATIONBYCONTRACTOR,e al.
a
INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST &DAMAGES
O
INCLUDING LEGAL FEES & AFFILIATE FEES RESULTING FROM MATERIAL
LL
FABRICATION, SYSTEM ERECNON, CONSTRUCTION PRACTICES BEYOND THAT
WHICH IS CALLED MR BY LOCAL, STATE, & FEDERAL CODES &FROM
DEVIATIONS OFTHIS PLAN.
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10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE PULL
o $
o
OS
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 MR ANY
O
u
u
y 0
000
WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS
O
u
WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING-W0
0
S S
S
zZ uo
CONTACTOR.
' B O9 (gg3
11. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY
ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE
$
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ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE MR THE
3
INTEGRITY OF ALL SUPPORTING SURFACES TO THI5 DESIGN WHICH SHALL
BE COORDINATED BY THE PERMITTING CONTACTOR.
2
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12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC
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Sqo
PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON
S
m
CONTACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS
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SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS
E
OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO
LC
e O
3
ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY
o
'
SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN.
WPOUGM
ExGIxEEaxG
FxvREssl
1 �_ I . l
L� 1
WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION.
ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO
REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE
SCALE: NTS UNLESS NOTES
INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS
AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR
OF�
ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR
CERTIFICATION.
13. EXPRESSLYINTENDPROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS
OR AFFIRMATIONS
OR AFFIRMATIONS ARE INTENDED.