HomeMy WebLinkAboutGENERATOR CONCRETE PAD1
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GENERATOR ---I
PAD
THICKNESS
AMERICAST GENERATOR CONCRETE
(ON -GRADE APPLICATIONS ONLY)
AMERICAST
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S303 1dmM0 A-. port Reese. FL 3012
rd. 772-971-IM_7 F= 7724644M
SmdL•,ehdTm&Mmd>•�mnren.Ae.decmla,rnNo.:im
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HVHZ OR NON-HVHZ
COUNTY
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
I
C
D
II
C
?1 D �'�_
p(III,_IVj
P. BEACH
150 MPH
30.44 Psf
36.94 Psf
170 MPH
39.09 Psf
47.44 Psf
180 MRH,
43.83,Psf-
53.19
BROWARD
156 MPH
32.92 Psf
39.95 Psf
170 MPH
39.09 Psf
47.44 Psf_
_18Mm0H-
43:83 P_sf
'S3. 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 G ,
GENERATOR
= GENERATOR UNIT BY
o SEPARATE SUBMITTAL
(SEE SCHEDULE FOR
M MINIMUM WEIGHT
REQUIRED)
- 54" LENGTH
PLAN VIEW
CONCRETE PAD
ROAD MESH
6 I
MASTERFIBER
t ' ,
3 MIN'
MAC100
-4"pMIN' ,"
9`
-jam-;
�frVF t
r �)
GENERATOR TABLE:
BRAND & MODEL
CAPACITY
WIDTH
LENGTH
HEIGHT_
WEIGHT
ALLOWABLE
j ' PRESSURE
COMMENTS
Generac 005871 & 005883
10 KW
25.00 ' •`
48.00
-29A0 "
38TJbsf
54.00 Psf
EXP C 186 MPH & D 180 MPH
Generac 005872 & 005884
14 KW
25.00 " `;
'48:00-,.
J 29.00 '
439 Ibs;
56.80 Psf
UP TO EXPOSURE D 186 MPH
Generac 6459, 6461, 6462
16 KW
25.06 "
-48.b0''-
__29.00 "
413.14,
",156.80 Psf
Generac 006721
16 KW
25.00 "
48 00
29
00
448 Is
56.80 Psf
Generac 005873 & 005885
17 KW
25.00 "
48.00 '`
29
bb "'
�"455 Ibs
56.80 Psf
Generac 005874 & 005886
17 KW
2500 ,
948 00 1 ;.
29 00
421-Ibsti
56;80 Psf
Generac 005875 & 005887
20 KW
25.00"
451Ib"s'
~S6i80°Psf
Generac 006729 & 006730
20 KW
25.00 r
48 00 ,=
29 OO --
516 13i -
"S6.80 Psf
Generac 006551 & 006552
22 KW
25.00 "
48.00 "
29.00 "
526 Ibs
56.80 Psf
Kohler 14RES & 20RES
14-20 KW
26.00 "
48.00 "
29.00 "
500 Ibs
56.80 Psf
GE 40323GE & 40324GE
13 KW
35.00 "
39.40 "
39.00 "
540 Ibs
49.50 Psf
EXP C 186 MPH & D 170 MPH
GE 04038215KW
15 KW
33.00 "
48.00 "
30.50 "
484 Ibs
56.80 Psf
UP TO EXPOSURE D 186 MPH
GE:040378 17KW
17 KW
33.00 "
48.00 "
30.50 "
484 Ibs
56.80 Psf
6E`40330GE & 40331GE
20 KW
33.00 "
48.00 "
30.50 "__
_ 600-Ibs-
.--56:80 Psf
Briggs & Stratton 040243-0
10 KW
31.00 "
32.00 "
34.00 "
430 Ibs
56.80 Psf
Briggs & Stratton 040302-2
12 KW
33.75 "
50.00 "
31.60 "
507 Ibs
54.00 Psf
EXP C 186 MPH & D 180 MPH
Briggs & Stratton 040303-1
15 KW
33.75 "
49.00 "
31.60 "
562 Ibs
56.80 Psf
UP TO EXPOSURE D 186 MPH
Briggs & Stratton 040304-1
18 KW
33.75 "
49.00 "
31.60 "
568 Ibs
56.80 Psf
Briggs & Stratton 040305-1
20 KW
33.75 "
49.00 "
31.60 "
570 Ibs
56.80 Psf
Generac 7035, 7036, 7037
16 KW
25.00 "
48.00 "
29.00 "
406 Ibs
47.44 Psf
EXP C 186 MPH & D 170 MPH-
i
Generac-007038 & 007039
20 KW
25.00 "
48.00 "
29.00 "
448 Ibs
47.44 Psf
Geneac: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
T_F_ T __1 T_ F_
I
H H - GENERATOR
M M (SEE CONCRETE PAD
SCHEDULE FOR
DIMENSIONS & WEIGHT
_ w_
REQUIRED)
4"
I
�-32" WIDTH+ }---54" LENGTH
SIDE VIEW
FRONT VIEW
(SEE
V THI(
1\
I
PAD bb��
WIND DEST 'R . %OENTS-
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE FIFTH EDITION (2014))
AT -GRADE SIGN METHOD
ULTIMATE DESIGN WIND SPEED; Vult = 186 mph
NOMINAL DESIGN WIND SPEED ,Vasd = 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 PRESSUR D;:
f
ry._- GENERAL NOTES
;_z. 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED
IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014
FLORIDA BUILDING CODE (5th EDITION).
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. SITE -SPECIFIC
LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH
THE APPLICABLE BUILDING -CODE SHALL BE-LESS-THAN::OR
EQUAL TO THE DESIGN-PRESS-URE-"ASD"_CAPACITY VALUES
LISTED HEREIN FOR ANY -ASSEMBLY AS SHOWN /:'
3. DIMENSIONS AND! WEIGHT OF'UNITS SHALL'CONFORM TO
ANCHOR TO PAD SCHEDULE: SPECIFICATIONS STATED -HEREIN. "` _. \i '
SUBSTRATE I DESCRIPTION I
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.
4. UNITS MUST BE CENTERED -ON PAD WITH OPPOSITE SIDES
HAVING EQUAL CLEARANCE�A=MINIMUM DISTANCEFROM UNIT
TO PAD EDGE IS SPECIFIED-_- •- / i \ \ .
5. THE AREA UNDER CONCERETESLAB ON GROUNL-L"_D`SHAHAVE
ALL VEGETATION, STUMPS ROOTS, AND FOREIGN MATERIALS
REMOVED PRIOR TO INSTALLATION'ON-COMPACTED SOIL AS
VERIFIED BY OTHERS r ,- �
6. RESISTANCE TO SLIDING OFiTH�E`�PAD-ONI�THEiGROUND ISINOT
PART OF THIS 'DOCUM_ENT AS SOIL CHARACTERISTICS AND"PAD
PLACEMENT VARIES/r
7. ELECTRICAL GROUND; WHEN REQUIRED; TOtBE'DESIGNED &
INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS
(CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER
NOTES: MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS
1. ANCHOR QUANTITY PER LONG SIDE RESPONSIBILITY OF THE CONTRACTOR.
2 ,-EMBEDMENT AND EDGE DISTANCE 8. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL
EXCLUDES FINISHES, IF DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY
5FOL
-INS
SEE'GENERATOR SPE
%8' SIMPSON TITEN HD,
SEE ANCHOR SCHEDULE
2"x3"X'/8" GALV. STEEL -
WASHER
RUBBER VIBRATION PAD -
VIBRATION PAD` I
I
z,
CONCRETE PAD -
6,000 PSI
LIGHTWEIGHT
CONCRETE PAD
X
CONCRETE MIX
6,000 PSI.
LIGHTWEIGHT
` MASTERFIBER
MAC 100
CONCRETE;MIX ° fir-.
k
& ROAD MESH
it �-
. i 0
NOTES �a rr 't r
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
r CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS
IMUM�EDGE DISTANCE ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES
J. ANCHOR SCHEDULE. & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,
IMUM SPACING TO SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
NUFANCHORS.
JUFWHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES &
AC[URER'S FROM DEVIATIONS OF THIS PLAN.
IN INSTRUCTIONS TO 9. 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
9'b - WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF
Ir THE INSTALLING CONTRACTOR.
10. 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: `-- t
11. THIS DOCUMENT IS•GENERICfAND_DOES NOT PERTAIN_TO ANY
SPECIFIC PROJECT,SITES'-INFORMATION-CONTAINED; HEREIN IS
BASED ON CONTRACTOR1SUPPLIED- DATA AN_D MEASUREMENTS.
ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR
LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA
< OR MEASUREMENTS. DIMENSIONS ARE SHOOIN T&ILLUSTRATE
A �„ul DESIGN FORCES AND16T4R DESIGN CRITERIA'AHEY•MAY
VARY 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
REEVALUATE OUR WORK UPON DISCOVERY OF ANY'
r. . I,
f- 2" INACCURATE INFORMATION PRIOR_TO MODIFICATION OF
EXISTING FIELD CONDITIONS AND FABRICATION AND
INSTALLATION OF MATERIALS: ALTERATIONS OK ADDITIONS
TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE
OUR CERTIFICATION.
12. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
JK L. BENNARDO, P.E.
0046549
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COPYRIGHT ENGINEERING EXPRESS
17-3961.1
SCALE: NITS UNLESS NOTED
OF
9