HomeMy WebLinkAboutCONCRETE PAD FOR GENERATORf-'-1 /7'
PAD
THICKNESS
AMERICAST GENERATOR CONCRETE PAD
I \ fOnr
\ \ GENERATOR
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ISOMETRIC VIEW
PAD DIMENSIONS:
CONCRETE PAD
t GENERATOR
GENERATOR UNIT BY
o SEPARATE SUBMITTAL
3 (SEE SCHEDULE FOR
H MINIMUM WEIGHT
REQUIRED)
Ll
54"LENGTH -+
PLAN VIEW
CONCRETE PAD
ROAD MESH
ASTERFIBER 3" MIN
MAC100-�, � j -Z-4" MIN
GENERATOR TABLE:
(ON -GRADE APPLICATIONS ONLY)
AiIAEi�1CAST
s�
•yTADla D4A&OIDEIDA!•
Fm r3oilhl L1P4I IKHE ANP.TY\io161
SIN g1amAAve FmINHgR 1Ktl
ra, mm1-IP1a Tuc m+�Posw
F E
HVHZ OR NON-HVHZ
RISK
EXPOSURE EXP
RISK
EXPOS URE(EXP.
RISK
EXPOSURE
(EXP)
COUNTY
I
C
I D
II
C
D
III, IV
C
D
P. BEACH
ISOMPH
30.44 Psf
36.94 Psf
1170 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
44.69 Psf
175 MPH
41.43 Psf
S0.28 Psf
186 MPH
46.80 Psf
56.80 Psf
BRAND &MODEL
CAPACITY
WIDTH WIDTH
LENGTH
HEIGHT
WEIGHT
PRESSURE
COMMENTS
Generac 005871 & 005883
10 KW
25.00"
48.00"
29.00"
387lbs
41.43 Psf
EXP C 175 MPH &D 156 MPH
Generac 005872 & 005884
14 KW
25.00"
48.00"
29.00"
439 lbs
47.44 Psf
EXP C 186 MPH &D 156 MPH
Generac 6459, 6461, 6462
16 KW
25.00"
48.00"
29.00"
513 lbs
47.44 Psf
Generac006721
16 KW
25.00"
48.00"
29.00"
448Ihs
47.44 Psf
Generac ODS873 & 005885
17 KW
25.00"
48.00"
29.00"
455 lbs
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"
451lbs
47.44 Psf
Generac 006729 & 006730
20 KW
25.00"
48.00"
29.00"
5161bs
47.44 TO
Generac 006551 & 006552
22 KW
25.00"
48.00"
29.00"
5261hs
47.44 Psf
Kohler 14RES&20RES
14-20 KW
26.00"
48.00"
79.On"
5001bs
47.44 Psf
GE 403236E&40324GE
13 KW
35.00"
39.40"
39.00"
5401hs
39.09 Psf
EXP C 170 MPH &D 156 MPH
GE 04038215KW
15 KW
33.00"
48.00"
30.50"
494lbs
43.83 PSf
EXP C 180 MPH &D156 MPH
GE 04037817KW
17 KW
33.00"
48.00"
30.50"
494 lbs
43.83 Psf
GE 40330GE & 40331GE
20 KW
33.00"
48.00"
30.50"
600lbs
43.83 Psf
Briggs& Stratton 040243.0
10 KW
31.00"
32.00"
34.00"
430lbs
43.83 Psf
Briggs & Stratton 040302-2
12 KW
33.75 "
50.13D"
31.60"
507111s
41.43 Psf
EXP C 175 MPH & D 156 MPH
Briggs & Stratton 040303-11
15 KW
33.75"
49.01)"
31.60"
5621hs
43.83 Psf
EXP C 180 MPH & D 156 MPH
Briggs & Stratton 040304-1
18 KW
33.75 "
49.00"
31.60"
568 lbs
44.00 Psf
Briggs & Stratton 040305-1
20 KW
33.75"
49.00"
31.60"
570 lbs
44.00 Psf
Generac7035,7036, 7037
16KW
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.OD"
2B.D0"
44816s
47.44 Psf
Generac 007042&7043
22 KW
25.00"
48.OD"
29.00"
4661bs
47.44 Psf
GENERATOR MOUNTING CONFIGURATION:
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) A10 SS 316 SELF -DRILLING
T SCREWS
TO GENERATOR
-Q (SEE GENERATOR SPECS),
II
f F GENERATOR
(SEE CONCRETE PAD
SCHEDULE FOR
DIMENSIONSEIGHT
REQUIIRED)
Orr
�--32" WIDTH I 54"LENGTH -i
SIDE VIEW
FRONT VIEW
GENERATOR
ANCHOR TO PAD SCHEDULE:
SUBSTRATE
DESCRIPTION
CONCRETE:
(2)-3/8"O TUEN 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
3314" SIMPSON TITEN HD, -
SEE ANCHOR SCHEDULE
2"x3"x3/a" GALV. STEEL I
WASHER
RUBBER VIBRATION PAD
3/e THICK GALVANIZED �.
WASHER& RUBBER
VIBRATION PAD CONCRETE PAD
Z -
N1
6,000 PSI n ,�
X LIGHTWEIGHT Ij p
CONCRETE PAD CONCRETE MIX i"� "!j ;ii'•�i �; �j.
6PSI
LIGHTWEIGHT \ MASTERFIBER &ROMAC 100 '/ /" -/ /%' /� /•
CONCRETE MIX ROAD MESH
NOTES: FOAM CORE 2
I. 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. BERNARDO, P.E.
PEA 004654
FILE3 �� 03f�•'�018
G.D ....,..D�,.wN
�1EF71EY•E®®RGORDON M.D TTISTO, P.E.
W 82328
VALID FOR I MRMIT ONLY U.N.(
CODECOryilpLli�►NC� NNOIRCE: IF THIS SHEET O CONTAIN AN ORIGINALS
ST. LUCIE COI�NTf IF THERE IS A DIGITAL
SIGATURRE ON SHEET 1, THIS I
SHEET 15 PART OF A DIGITALLY
VOC� SIGNED FILE, SHALL REMAIN IN
�.r
v V' DIGITAL FORMAT, & PRINTED
AND SEALED, IF THERE IS NO
WIND DESIGN REQUIREMENTS:
DIGITAL
R SIMEETT DOES NOT EETI
TTHHIS
CONTAIN AN ENGINEERS
ORIGINAL SIGNATURE & SEAL,
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION
(
THIS SHEEF IS A COPY DRAFT.
AT -GRADE SIGN METHOD
N
ULTIMATE DESIGN WIND SPEED Vult = 186 mph
0 p
NOMINAL DESIGN WIND SPEED Vast! = 144 mph
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RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A
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m 0
EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd=
LD PTI w F N rn
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ENCLOSU E CATEGORY = N/A HEIGHT H = AT GROUND
GUST EFFECT FACTOR 0.85 PRESSURE AT HEIGHT H 77.56
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= qh =
0 = a rt i
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FORCE COEFFICIENT Cf - 1.44
SCANNED
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19
WIND PRESSURE
o<, two a �
P= qh G Cf = 56.80 Ib/ft2 (ASD) BY
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St. LucieCounty
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GENERAL NOTES
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1. THIS SYSTEM HAS BEEN DESIGNED AND SMALL BE FABRICATED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
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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
o
JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH
O a ZO
THE APPIICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE
DESIGN PRESSURE'ASD° CAPACITY VALUES LISTED HEREIN FOR ANY
W
ASSEMBLY AS SHOWN.
3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS
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STATED HEREIN.
4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL
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CLEARANCE. A MINIMUM DISTANCE FROM TO
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UNIT PAD EDGE IS SPECIFIED.
S. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF
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6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL
H�2:w to =
VEGETATION, STUMPS, AND FOREIGN MATERIALS REMOVED PRIOR
ROOTS,/
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TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS.
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7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS
DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES.
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8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY
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OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.)
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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
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SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, M. aL
INDEMNIFIES Is SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES
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INCLUDING LEGAL FEES Is APPELLATE FEES RESULTING FROM MATERIAL
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FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
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WHICH IS CALLED FOR BY LOCAL, STATE, is FEDERAL CODES & FROM
DEVIATIONS OF THIS RAN.
10. WATER -TIGHTNESS OF EXISTING PRIMES SHALL BE THE FULL
RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL
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ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS
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RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE
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PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY
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000NTRACTOR
WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS
WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING;
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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
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INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALLBE
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BY THE PERMITTING CONTRACTOR.
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12. THISODOCUMENTD[S GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC
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PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON
CONTACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS
Y
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SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS
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OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO
ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY
COPYRGITT ENGINEERING EXP SS
SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN.
WORK SHALL BE FIELD VERIRED BY OTHERS PRIORTO 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 REM CONDITIONS
SCALE: NIS UNLESS NOTEC
AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR
ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR
DF�
CERTIFICATION.
13. EXCEPT EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
r�ILllll
OR AFFIRMATIONS ARE INTENDED.
AFFIRM