HomeMy WebLinkAboutGENERATOR CONCRETE PAD1
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GENERATOR._._I_
_ --' I O CIO
PAD u
THICKNESS _
ISOMETRIC VIEW
PAD DcD DIMENSIONS:
CONCRETE
GENERATOR \
Fa
GENERATOR UNIT BY
o SEPARATE SUBMITTAL
3 (SEE SCHEDULE FOR
N MINIMUM WEIGHT
M REQUIRED)
} -- 54" LENGTH
-}
PLAN VIEW
CONCRETE PAD
ROAD MESH r"'
i 1' '
MASTERFIBER 3-" MIN
4"MI
MAC100N":,`
GROUNDS
AMERICAST GENERATOR CONCRETE PAD �BY
� PE#
(ON -GRADE APPLICATIONS ONLY �ciREME T 0
WIND DESIGN REQUIREMENTS -
GENERATOR TABLE:
a ��
"MADM IN ANC RIOAV
FED TAX A 20-U52W LICEN38 ds90,=0050I63
=Pdnsuo A" Fon Pieces. FL 3-00'
HVHZ OR NON-HVHZ
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
COUNTY
I
C
D
II
CIIII
IY,q •
' C_ r.
imp'-
P. BEACH
150 MPH
30.44 Psf
36.94 Psf
170 MPH
39.09 Psf
47.44 Fsf-
180 MP:H
43 83,Fsf
53.19 P.sf
BROWARD
156 MPH
32.92 PSf
39.95 Psf
170 MPH
39.09 Psf
47.44 Psf,
_18YMPH`
43:83 Psf
53=f9: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
BRAND &MODEL
CAPACITY
WIDTH
LENGTH
HEIGHT
WEIGHT
ALLOWABLE
p'RESSURE
COMMENTS
Generac 005871 & 005883
10 KW
25.00 ".
48:00.'
-29 00."'
387 I6's'
`41.43 Psf
EXP C 175 MPH & D 156 MPH
Generac 005872 & 005884
14 KW
25.00'1
48.06"-
- 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 ".-
S13 Ibs
47:44 Psf
Generac 006721
16 KW
25.00 "
48.00 "
'29:00_;
-448'Ibs
47.44 Psf
Generac 005873 & 005885
17 KW
25.00
48.00
29.00
455--Ibs
47.44 Psf
Generac 005874 & 005886
17 KW
25;00 ,
�48.00 t
`,� 29:00
42J Ibs
47.44 Psf -
Generac 005875 & 005887
20 KW
25.00 "
r 48:00 i
Q9:00
..451,Ibs
i,, "47:44,Psf
Generac 006729 & 006730
20 KW
25.00 "
=48.00 "--)
29.00 " J
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 "
540 Ibs
39.09 Psf
EXP C 170 MPH & D 156 MPH
GE 04038215KW
15 KW
33.00 "
48.00 "
30.50 "
484 Ibs
43.83 Psf
EXP C 180 MPH & D 156 MPH
GE.04037817KW
17 KW
33.00 "
48.00 "
30.50 "
484 Ibs
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 "
570 Ibs
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 156 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
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) *10 SS 316 SELF -DRILLING
n SCREWS
-Y- TO GENERATOR
F
T_
III
= I I I = I GENERATOR
(SEE CONCRETE PAD
0 SCHEDULE FOR
w w DIMENSIONS & WEIGHT
_ = REQUIRED)
Lc
I n
}-32" WIDTH -}-54" LENGTH-f
SIDE VIEW
FRONT VIEW
(SEE C
THICK GALVANIZED -
WASHER& RUBBER -
VIBRATION PAD :
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017))
AT -GRADE SIGN METHOD
ULTIMATE DESIGN WIND SPEED, Vult = 186 mph
NOMINAL DESIGN WIND SPEED tVasd = 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)
GENERAL NOTES
2.
3.
ANCHOR TO PAD SCHEDULE: 4.
I SUBSTRATES DESCRIPTION
CONCRETE: (2)-3/8"0 TITEN HD
((5000 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.
II ^:4.`-ENSUR'E,MINIMUMSPACINGTO
y __ ANY -:ADJAC ENT ANCHORS.
_Sy_IFOLLOW MANUFACTURER'S
--IN'STALLATIONINSTRUCTIONS TO
'-INSTALLANCHORS
v _ J._
.C: ^j ,!_GENERATOR
ATTACHMENT -BASE,..; ..
VARIES NVITH; MODEL =; r
SEE'GENERATOR SPECS
3/8" SIMPSON TITEN HD,
SEE ANCHOR SCHEDULE
2"x3"x3/e" GALV. STEEL
WASHER
RUBBER VIBRATION PAD
CONCRETE PAD
6,000 PSI
LIGHTWEIGHT
CONCRETE MIX
6 000 PSI� J
LIGHTWEIGHT MASTERFIBER MAC 100
FtCONCRETEiMIX I L� It j _• i'! "= & ROAD MESH
i_
-NOTES a _ j 1 ` -, FOAM CORE
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
M
t-- 2"�
5.
6.
7.
8.
9.
10.
11.
12.
13
THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED
IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE SIXTH EDITION (2017).
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'SHALL_BE LESS THAN OR
EQUAL TO THE DESIGN -PRESSURE "ASD CAPACITY VALUES
LISTED HEREIN FOR ANY ASSEMBLY AS -SHOWN. ;
DIMENSIONS AND-;WEIGHT'OF UNITS SHALL CONFORM TO
SPECIFICATIONS STATED HEREIN-'- . ' /
D•ON PAD WITH OP,Py05ITE'SIDES
UNITS MUST BE GENTERE
HAVING EQUAL CLEARANCE: AAINIMUM DISTANCE.FROM UNIT
TO PAD EDGE IS SPECIFIED.
CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE'1.25 PCF
THE AREA UNDER CONCEREPE-SIAB_ON.GROUND SHALL HAVE
ALL VEGETATION, STUMPS, ROOTS,:AND:FOREIGN MATERIALS
REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS
VERIFIED BY OTHERS.[, "v i r !I f ) n lit --d
RESISTANCE TO_SLIDING OFITHE PAD ON!THE;GROUND'-IS;NOT
PART OF THIS DOCUMENT AS SOIL,CHARACTERISTIICCS, AND PAD
PLACEMENT VARIES
ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED &
INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS
(CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER
MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS
RESPONSIBILITY OF THE CONTRACTOR.
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.
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.
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.
THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY
SPECIFIC PROJECT SITE., INFORMATION CONTAINED HEREIN IS
BASED ON CONTRACTOR-SUPPLIEDAATA ANb 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 AND'OTHER'DESIGN CRITERIA,.'THEY`MAY
VARY SLIGHTLY, BUT -MUST REMAIN"WITHIN THE-L•IMITATIONS
SPECIFIED HEREIN. WORK SHALL BE -FIELD VERIFIED BY
OTHERS PRIORTO CONSTRUCTION. ENGINEERING EXPRESS
SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO _
REEVALUATE OUR WORK UPON DISCOVERY OF ANY,I
INACCURATE iNFORMATION PRIORTO MODIFICATION OF''------'
EXISTING FIELD CONDITIONS FAB AND RICATION AND' I'e
INSTALLATION OF MATERIALS: ALTERATIONS-ORADDITIONS
TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE
OUR CERTIFICATION.
EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
JK L. BENNARDO, P.E.
0046549
L.
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 SIGNED
AND SEALED. IF THERE IS NO
DIGITAL SIGNATURE ON SHEET 1
OR THIS SHEET DOES NOT
CONTAIN AN ENGINEER'S
ORIGINAL SIGNATURE & SEAL,
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COPYRIGHT ENGINEERING EXPRESS
17-3961.1
SCALE: NITS UNLESS NOTED
OF
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