HomeMy WebLinkAboutGENERATOR CONCRETE PADAMERICAST GENERATOR CONCRETE PAD
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� -' I I "I�- SCANNED
T-11 GENERATOR I � BY
I St. Lucie County
I Sao
PAD %\
THICKNESS \-
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PAD DIMENSIONS:
CONCRETE PAD
GENERATOR
= I GENERATOR UNIT BY
SEPARATE SUBMITTAL
3 (SEE SCHEDULE FOR
MINIMUM IMUM WEIGHT
REQUIRED)
54" LENGTH -}
PLAN VIEW
CO ---- - -
ROAD
MASTE.
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GENERATOR TABLE:
(ON -GRADE APPLICATIONS ONLY)
AMERICAST
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'I"DBI IN A 4MIOAI'
FEDTAxau42S2362 LICENS835943OW0163
53W PaI-W A- Fo P4.k FL 34992
T.I. 772-9714M F¢ 7n464 )5N
EmaiF. NNa(d'anerica<Naa<"m a� ehaNi•�a1RtOO1?.wha",tort
HVHZ OR NON-HVHZ
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
COUNTY
I
C
D
II
C
D
III, IV
C
D
P. BEACH
150 MPH
30.44 Psf
36.94 Psf
170 MPH
39.09 Psf
147.44 Psf
180 MPH
43.83 Psf
53.19 Psf
BROWARD
156 MPH
32.92 Psfj
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 Psfj
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
25.00 "
48.00 "
29.00 "
387 Ibs
41.43 Psf
EXP C 175 MPH & D 156 MPH
Generac Ob5872 & 005884
14 KW
25.00 "
48.00 "
29.00 "
439 Ibs
47.44 Psf
EXP C 186 MPH & D 156 MPH
Generac 6459, 6461, 6462
16 KW
25.00 "
48.00 "
29.00 "
513 Ibs
47.44 Psf
Generac 006721
16 KW
25.00 "
48.00 "
29.00 "
448 Ibs
47.44 Psf
Generac 005873 & 005885
17 KW
1 25.00"
48.00 "
29.00"
455 Ibs
47.44 Psf
Generac 005874 & 005886
17 KW
25.00 "
48.00 "
29.00 "
421 Ibs
47.44 Psf'
Generac 005875 & 005887
20 KW
25.00 "
48.00 "
29.00 "
451 Ibs
47.44 Psf
Generac 006729 & 006730
20 KW
25.00"
48.00 "
29.00 "
516 Ibs
47.44 Psf
Generac 006551 & 006552
22 KW
25.00 "
48.00 "
29.00 "
526 Ibs
47.44 Psf
Kohler 14RES & 20RES
14-20 KW
26.00 "
48.00 "
29.00 "
500 Ibs
47.44 Psf
GE 40323GE & 40324GE
13 KW
35.00 "
39.40 "
39.00 "
5401bs
39.09 Psf
EXP C 170 MPH & D'156 MPH
GE 040382 IS KW
15 KW
33.00 "
48.00 "
30.50 "
484lbs
43.83 Psf
EXP C 180 MPH & D 156 MPH
GE 04037817KW
17 KW
33.00 "
48.00 "
30.50 "
4941bs
43.83 Psf
GE 40330GE & 40331GE
20 KW
33.00 "
48.00 "
30.50 "
600 Ibs
43.83 Psf
Briggs & Stratton 040243-0
10 KW
31.00 "
32.00 "
34.00 "
430 Ibs
43.83 Psf
Briggs & Stratton 040302-2
12 KW
33.75 "
50.00 "
31.60 "
507 Ibs
41.43 Psf
EXP C 175 MPH & D 156 MPH
Briggs & Stratton 040303-1
15 KW
33.75 "
49.00 "
31.60 "
562 Ibs
43.83 Psf
EXP C 180 MPH & D 156 MPH
Briggs & Stratton 040304-1
18 KW
33.75 "
49.00 "
31.60 "
568 Ibs
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
25.00 "
48.00 "
29.00 "
406 Ibs
47.44 Psf
EXP C 186 MPH & D 1,16 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 "
466lbs
1 47.44 Psf
GENERATOR MOUNTING CONFIGURATION:
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) #SO SS 316 SELF -DRILLING
SCREWS
® OO TO GENERATOR
I (SEE GENERATOR SPECS)
i I
_ _ ( 38' THICK GALVANIZED
WASHER& RUBBER
- ENERA
:C_ (SEE CONCRETE PAD
LD W SCHEDULE FOR
_ = DIMENSIONS & WEIGHT
REQUIRED)
4"
-32" WIDTH --�--54" LENGTH
SIDE VIEW
FRONT VIEW
GENERATOR
ANCHOR TO PAD SCHEDULE:
SUBSTRATE
DESCRIPTION
CONCRETE:
D
(6PSI
OR EQUIVALENT,
MIN.)
M
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
EXCLUDES FINISHES, IF
APPLICABLE.
3. ENSURE MINIMUM EDGE DISTANCE
AS NOTED IN ANCHOR SCHEDULE.
4. ENSURE MINIMUM SPACING TO
ANY ADJACENT ANCHORS.
5. FOLLOW MANUFACTURER'S
INSTALLATION INSTRUCTIONS TO
.INSTALL ANCHORS.
GENERATOR
ATTACHMENT BASE,
VARIES WITH MODEL
SEE GENERATOR SPECS
3/6" SIMPSON TITEN HD,
SEE ANCHOR SCHEDULE
2"x3"x3/8' GALV. STEEL -
WASHER
RUBBER VIBRATION PAD -
Z I CONCRETE PAD
CONCRETE PAD X CONCRETE MIX
6,000 PSI
LIGHTWEIGHT MASTERFIBER MAC 100
CONCRETE MIX & ROAD MESH
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
'11
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0046549' I�
18
IIF tl(EO�D, CEPIjF P.E. P?�.PRS NEWW
;{C,ORDON'M.
ATTISTO, P.E.
`82328 r, r,
O MIT ONLY
NOTICE: IP THIS SHEET DOES
NOT CONTAIN AN OfiIgINAL
SIGNATUREa' ENGINEER SEAL
IF THERE IS P. DIGITAL
SIGNATURE ON SHEET 1, THIS
SHEET IS PART OF A DIGITALLY
SIGNED FILE, SHALL REMAIN IN
DIGITAL FORMAT, & PRINTED
COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNEL
L _ - _ _ _ _ _ _ _ - _ _ _ _ _ _ _
AND SEALED. IF THERE IS NO
WIND DESIGN REQUIREMENTS-
DIGORT�HISSHE GNATURE
DOES NOTON
CONTAIN AN ENGINEER'S
ORIGINAL SIGNATURE & SEAL,
(BASED (BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION
(2017))
THIS SHEET IS A COPY/DRAFT.
AT -GRADE SIGN METHOD
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ULTIMATE DESIGN WIND SPEED Vult = 186 mph
U p
NOMINAL DESIGN WIND SPEED Vasd = 144 mph
Z .-4 dam' o
RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A
® W (T) ., V i
T
EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd=
uJ � Cn 1A O
v, UJ. J `TwUwu1
0.85
ENCLOSURE
'
CATEGORY = N/A HEIGHT H = AT GROUND
GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H 77.56
W LL N X w
W =
qh =
p rn L7 a x
Ib/ft2
uJ W U z IL 5
FORCE COEFFICIENT Cf = 1.44
_z
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WIND PRESSURE:
Oz m -_ z _
P= qh G Cf = 56.80 Ib/ft2 (ASD)
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NOTES
,�O
'GENERAL
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1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
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0
SIXTH EDITION (2017).
-
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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 N
SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH
THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE
C)d 0
DESIGN PRESSURE""ASD" CAPACITY VALUES LISTED HEREIN FOR ANY
W
ASSEMBLY AS SHOWN.
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3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS
STATED HEREIN.
/�
V / ¢ 07
U C]
y Z W
4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL
Ij
Q O ONA
W
N U) (-
7C
CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED.
S. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF
.1
U U
M
6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL
VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS
.1
F� E "W ^
Q1
of
00 = W
REMOVED PRIOR
_1 a
n U) O
TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS.
7. RESISTANCE TO SLIDING OF THE ON GROUND
Q N
W C �
M U
o zZ
PAD THE IS NOT PART OF THIS
N
(D
DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES.
8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY
OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.)
U1
SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE
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EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
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9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS
Q Q
SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al.
INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES
O
INCLUDING LEGAL FEES BL APPELLATE FEES RESULTING FROM MATERIAL
LL
FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
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WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM
DEVIATIONS OF THIS PLAN.
10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL
❑
o
o
RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL
C1
ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS
RESTORED
=
m mJ
AFTER FABRICATION AND INSTALLATION OF STRUCTURE
V
PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY
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WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS
WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING
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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
ARCHITECT/ENGINEER
OF RECORD SHALL BE RESPONSIBLE FOR THE
INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL
P $
BE COORDINATED BY THE PERMITTING CONTRACTOR.
m
12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC
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PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON
CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS
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S
$
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SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS
-0R3hAECURAT DATA;OR t_45E1_RFMENTS-DJMENSIONS
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LL
C
Fg
ARE SHOWN TO
ILLUSTRATE DESIGN FORCES AND OTHER DiE CR)TER7k-_`TH -M YVARY-
Z
N
'
S
SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN.
COPYRIGHT
ENGINEERING
EXPRP�SS
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
a
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 EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS
'r-III„
OR AFFIRMATIONS ARE INTENDED.
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