HomeMy WebLinkAboutGENERATOR CONCRETE PAD05-oo3-c
GENERATOR
w
w
PAD
THICKNESS
AMERICAST GENERATOR CONCRETE PAD
(ON -GRADE APPLICATIONS ONLY)
AMERICA3T
•IIFADH INA&f1�tIQA1•
HVHZ OR NON-HVHZ
RISK
EXPOS URE(EXP
RISK
EXPOSURE(EXP
RISK
EXPOSURE
(EXP)
COUNTY
I
C
D
II
C
I D
III, IV
C
D
P. BEACH
ISOMPH
30.44 Psf
36.94 Psf
170 MPH
39.09 Psf
47.44 Psf
18O MPH
43.83 Psf
53.19 Psf
BROWARD
156 MPH
32.92 Psf
39.95 Psf
170 MPH
39.09 Psf
47.44 Psf
18O MPH
43.83 Psf
53.19 Psf
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
ISOMETRIC VIEW
PAD DIMENSIONS:
CONCRETE PAD
GENERATOR -
N
CONCRETE
ROAD MESH-
ASTERFIBER.
MACI00
R UNIT BY
SEPARATE ESUBMITTAL
(SEE SCHEDULE FOR
MINIMUM WEIGHT
REQUIRED)
54" LENGTH i
PLAN VIEW
3" MIN s4" MIN
GENERATOR TABLE:
BRAND &MODEL
CAPACITY
WIDTH
LENGTH
HEIGHT
WEIGHT
ALLOWABLE
PRESSURE
COMMENTS
Generac 005871 & 005883
30 KW
25.00"
4&00"
29.00"
3671bs
41.43 Psf
DIP C 175 MPH &D 156 MPH
Generac 005872 & 005884
14 KW
25.00"
48.00"
29.00"
4391bs
47.44 Psf
EXP C 186 MPH &D 156 MPH
Generac 6459, 6461, 6462
16 KW
25.00"
48.00"
29.00"
5131bs
47.44 Psf
Generac 006721
16 KW
25.00"
48.00"
29.00"
4481bs
47.44 Psf
Generac 005873 & 005885
17 KW
25.00"
48.00"
29.00"
4551bs
47.44 Psf
Generac 005874 & 005886
17 KW
25.00"
48.00"
29.00"
421lbs
47.44 Psf
Generac 005875 & 005887
20 KW
25.00"
48.00"
29.00"
4SSIbs
47.44 Psf
Generac 006729 & 006730
20 KW
25.00"
48.00"
29.00"
516lbs
47.44 PST
Generac 006551 & 006552
22 KW
25.00"
48.00"
29.00"
526lbs
47.44 Psf
Kohler 14RES&20RES
14-20 KW
26.00"
48.00"
29.00"
500lbs
47.44 Psf
GE 40323GE & 40324GE
13 KW
35.00"
39.40"
39.00"
540lbs
39.09 Psf
EXPC 170 MPH&D 156 MPH
GE 04038215KW
15 KW
33.00"
48.00"
30.50"
4841bs
43.83 PST
EXP C 180 MPH &D 156 MPH
GE 04037817KW
17 KW
33.00"
48.00"
30.50"
4841bs
43.83 PST
GE 40330GE & 40331GE
20 KW
33.00"
48.00"
30.50"
601
43.93 Psf
Briggs& Stratton 040243-0
10 KW
31.00"
32.00"
34.00"
430lbs
43.83 PST
Briggs & Stratton 040302-2
12 KW
33.75 "
50.00"
31.60 "
5071bs
41.43 PST
EXP C 175 MPH & D 156 MPH
Briggs & Stratton 040303-1
15 KW
33.75"
49.00"
31.60"
5621bs
43.83 Psf
EXP C 180 MPH & D 156 MPH
Briggs & Stratton 040304-1
18 KW
33.75 "
49.00 "
31.60 "
568 Its
44.00 Psf
Briggs & Stratton 040305-1
20 KW
33.75"
00
49."
31.60"
5701bs
44.00 Psf
Generac 7035, 7036,7037
16 KW
25.00"
48.00"
29.00"
4061bs
47.44 Psf
EXP C 186 MPH &D 156 MPH
Generac 007038 & 007039
20 KW
25.00"
48.00"
29.00"
4481bs
47.44 Psf
Generac 007042&7043
22 KW
25.00"
48.00"
29.00"
46616S
47A4 Psf
ANCHOR TO PAD SCHEDULE:
SUBSTRATE
DESCRIPTION
CONCRETE:
(2)-3/8"0 TITEN 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
m T ATTACHMENT BASE,
o VARIES WITH MODEL
3 GENERATOR MOUNTING CONFIGURATION: SEE GENERATOR SPECS
GENERATOR a/e SIMPSON TITEN HD,
GENERATOR ATTACHMENT BASE SEE ANCHOR SCHEDULE
OR SIMPSON A24 ANGLE BRACE 2"X3"XI/e" GALV. STEEL
W/ (4) #30 SS 316 SELF -DRILLING WASHER
4 SCREWS RUBBER VIBRATION PAD
TO GENERATOR
9 4 (SEE GENERATOR SPECS)
2 s%" THICK GALVANIZED
i- I = I GENERATOR I WASHER& RUBBER
VIBRATION PAD
(SEE CONCRETE PAD CONCRETE PAD
m
.O. SCHEDULE FOR 6,000 PSI
= I = I DIMENSIONS&WEIGHT I LIGHTWEIGHT -
REQUIRED) X CONCRETE MIX /;
CONCRETE PAD ��
6,000 PSI V� i//•////////fie/%i
4 LIGHTWEIGHT ` MASTERFIBER MAC 300
CONCRETE MIX & ROAD MESH
n NOTES: FOAM CORE 2'
e �32" WIDTH --+ �54" LENGTH 1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH, NO LESS THAN 2".
o' 2. X DISTANCE 3" FROM UNIT EDGE TO CLIP.
o' SIDE VIEW FRONT VIEW 3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN
rA ANCHOR REQUIREMENTS
L. BE INARDO, P.E.
FILE ` OPY STLUCIEcouNTY
03� �)� 018
�a� JEW
RECEIVED
°CF�`m'R"n v.euou�a aernv
GORDON M. D TTI5T0, P.E.
BLDG:
82328
VALID O P O U
e'
MAY O
I
2019 DATE
NOTICE: IF THIS SHEET DOES
NOT CONTAIN AN ORIGINAL
SIGNPTURE&ENGINEER SEAT
Permitting Department ELEC
IF HERE 15 A DIGITAL
SC. LUCID COUDLY' ''AAr�
OATI„C -y,-
SIGNATURE ON SHEET I, HIS
A DIGITALLY
SIG
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SH
ED FPARTILE,
SIGNED FILE, SHALL REMAIN IN
PLUMB-
DIGITAL FORMAT, & PRINTED
-
COPIES OF THIS DOCUMENT
PATE
AND SEAEDE NOT NSF HERE ISIDERED NO
WIND DESIGN REQUi M-E TS-
SIGNATURE SHEET
oa
HIS SHEET DOESITAL
NOT
OONTAIN AN ENGINEER'S
ORIGINAL SIGNATURE & SEAL,
(BASED ON ASCE 7-10 & FLORIDA B ILDING _____..Ta.. EDITION
ATE
(DE
HIS SHEET IS A COPY DRAFT.
AT -GRADE SIGN METHOD
SIGN
//fi�t1
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ULTIMATE DESIGN WIND SPEED Vult = 186 mph
U
NOMINAL DESIGN WIND SPEED Vasd = 144 mph
Z •+ V s
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RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A
F
EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd-
y. f11 W ti m uWj m
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0.85
J
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ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND
GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H 77.56
W 1ED LL (D -.x w %
W =
qh =
Ib/ft2
0
Z w W U �.': X
FORCE COEFFICIENT Cf = 1.44
F- i Q LL m w a
�a �QwowLBLL
WIND PRESSURE:
DL m c
P=qh GCf=56.801b/ft2(ASD)
ZX
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GENERAL NOTES
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1. HIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
ACCORDANCE WITH THE REQUIREMENTS OF HE FLORIDA BUILDING CODE
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toSIXTH
EDITION (2017).
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2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH
JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
N ry
SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH
m Q Z
HE APPUCABE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO HE
O 1
IT
DESIGN PRESSURE'ASD' CAPACITY VALUES LISTED HEREIN FOR ANY
0 w (Or
ASSEMBLY AS SHOWN.
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Ce J GO
3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS
Q LL W
Z
Y w
STATED HEREIN.
4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL
Q p
N N
CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED.
S. CALCULATIONS MADE USING LIGHTWEIGHT
F w •-i
U D
In H
CONCRETE 125 PCF
W .�I
'd W
6. HE AREA UNDER CONCERIM SLAB ON GROUND SHALL HAVE ALL
HI W P
m 2 0
VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR
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n In
OU
TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS.
7. RESISTANCE PAD
< N
LU (1 K
PT Z
O
TO SLIDING OF THE ON THE GROUND 15 NOT PART OF HIS
DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES.
N
cc M O
G M LL
22to
J Z
O
8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALED BY
Y
OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.)
01
f
SHALL BE AS MR MANUFACTURER RECOMMENDATIONS AND ARE THE
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EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
Un
9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS
p
SHOWN ONLY. USE OF THIS SPECIFICATION BY COMPACTOR, et. al.
a
INDEMNIFIES& SAVES HARMLESS THIS ENGINEER FOR ALL COST &DAMAGES
O
INCLUDING LEGAL FEES &APPELLATE FEES RESULTING FROM MATERIAL
ly
FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES &FROM
n m
RiT a
DEVIATIONS OF THIS PLAN.
10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL
Q
D
OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL
C.
o C.RESPONSIBILITY
ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS
RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE
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PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE MR ANY
WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS
WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTAWNG
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Me
o
CONTRACTOR.
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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 FOR THE
INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL
BE COORDINATED BY THE PERMITTING CONTRACTOR.
12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC
in
PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON
CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS
'$'
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`='
SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS
f m
OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO
3 R
'
ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA, THEY MAY VARY
COPYRIGHT EINGINEERING EXPRESS•
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
17-3961.1
REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE
INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS
SCALE: NTS UNLESS
NOTED
AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR
OF{�
ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR
CERTIFICATION.
13. EXCEPT AS PROVIDED HEREIN, NO ADDITIONAL CERAT TIFICIONS
AFFIRM
OR AFFIRMATIONS ARE INTENDED.
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