HomeMy WebLinkAboutGenerator Concrete Padn
_ GENERATOR ,_ -{ -
- ,
[A.,
Lu
PAD
THICKNESS �L I
PAD DIMENSIONS:
CONCRETE PAD
GENERATOR -
PP, �NG�H
TCnM=DT! VITMAI
= GENERATOR UNIT BY
o SEPARATE SUBMITTAL
(SEE SCHEDULE FOR
M MINIMUM WEIGHT
REQUIRED)
�T U�
54"LENGTH
PLAN VIEW
ar ti _
CONCRETE PAD I' : `
V r \
ROAD MESH "-
r
IASTERFIBER i
MAC100 3 MIN` 4" MIN
GROUND--\
GENERATOR TAB
AMERICAST GENERATOR CONCRETE -PAD
F at(ON-GRADE APPLICATIONS ONLY)
Yl to .�: Li
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P E R m,i1-TI;,,,2
ow
AMERICAST
'BMDIR IN AM ERICA"
FM
TAXan-87J= 1 ucuN961SW9msola
SMP MMO A. Fon Pihoq FL 3490
TLL 777-971-1951FRX 772-4"- M
Em4IL• j0jMRmcd:skjNu"6 "�eh�Aeedltt9D/GAwlaosr
HVHZ OR NON-HVHZ
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
COUNTY
I
C
D
II
C
D,i�
1!(III,IVi,^�
y�:C
I'CW' q`
P. BEACH
15O MPH
30.44 Psf
36.94 Psf
170 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
,18b`MPH'
43:83 Psf
53 19.P_sf;
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
I
WIDTH
LENGTH-
HEIGHT-
f
-WEIGHT/
LLOWABLE
PRESSURE
COMMENTS
Generac 005871 & 005883
10 KW
25.00''
48 O- `'
29 00 "'
38Tlbsrr
54.00 Psf
EXP C 186 MPH & D 180 MPH
Generac 005872 & 005884
14 KW
25.00 "'
48.00' _
; 29.00 "
439 Ib3,,
56.80 Psf
UP TO EXPOSURE D 186 MPH
Generac 6459, 6461, 6462
16 KW
25.00 " `
48 00 "•�
-
29.00 " .
rr ' e`
�513•Ibs,
'�56.80 Psf
Generac 006721
16 KW
25.00"
48 00 -'
29 0 -' /'
448 Ib's`
56.80 Psf
Generac 005873 & 005885
17 KW
25.00 "
48 00 ' ?
29 00 ""
'455 Ibs
56.80 Psf
Generac 005874 & 005886
17 KW
25 OOr",,
�48.0013
29 00 „
421-Ibs
5680 Psf
Generac 005875 & 005887
20 KW
25 00'
' 48 00 - €I
29 00 '
451 Ibs)
56e80°Psf
Generac 006729 & 006730
20 KW
25 00 �=
46, r
�29 OOIxX
51616s
? `56.80 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 040382 15KW
15 KW
33.00 "
48.00 "
30.50 "
484 Ibs
56.80 Psf
UP TO EXPOSURE D 186 MPH
GE-04037817KW
17 KW
33.00 "
48.00 "
30.50 "
484 Ibs
56.80 Psf
'GC40330GE & 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
Generac-0.07038 & 007039
20 KW
25.00 "
48.00 "
29.00 "
448 Ibs
47.44 Psf
G'en"e 07042 & 7043
22 KW
25.00 "
48.00 "
29.00 "
466 Ibs
47.44 Psf
GENERATOR MOUNTING CONFIGURATION:
F -7 F
_ = GENERATOR
(SEE CONCRETE PAD
w w SCHEDULE FOR
DIMENSIONS & WEIGHT
REQUIRED)
4"
�32" WIDTH + �54" LENGTH
SIDE VIEW
FRONT VIEW
GENERATOR
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) #SO SS 316 SELF -DRILLING
WIND DESIGN REQUIREMENTS-
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE FIFTH EDITION (2014))
AT -GRADE SIGN METHOD '
ULTIMATE DESIGN WIND SPEEDi 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 1
WIND PRESSURE:
P = qh G Cf = 56.80 Ib/ft2 (ASD)
---------- - - - - --
GENERAL NOTES
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-L-ESS THAN OR
EQUAL TO THE D ESIGff PRESSURE-"ASD'_CAPACITY VALUES
AN
LISTED HEREIN FOR A -ASSEMBLY AS SHOWN
3. DIMENSIONS AND1WEIGHT OF UNITS SHALL CONFORM TO
ANCHOR TO PAD SCHEDULE: SPECIFICATIONS STATED -HEREIN.-.. z ,u
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
L APPLICABLE.-""`-� "•
3 ENSURE MINIMUM EDGE DISTANCE
AS'NOTED IN ANCHOR SCHEDULE.
' 4 ENSURE MINIMUM SPACING TO
ANY ADJACENT ANCHORS.
~5 FOL`LOW MANUFACTURER'S
ATTACH M ENT,BASE,_-�
VARIES .N/ITH(MODEL:
SEE'GENERATOR SPECS 1,
%8' SIMPSON TITEN HD,
SEE ANCHOR SCHEDULE
2"x3"x3/8" GALV. STEEL -
WASHER
RUBBER VIBRATION PAD -
-.d TO GENERATOR -- ::
(SEE GENERATOR.SPECS) rr t
THICK GALVANIZED
WASHER& RUBBER -
VIBRATION PAD b E; %
� `
• ,
CONCRETE PAD -
f,ti
6,000 PSI
LIGHTWEIGHT
f1 _
CONCRETE PAD
X
CONCRETE MIX
6,000 ,PSI .J ! _.-
LIGHTWEIGHT
MASTERFIBER MAC 100 J,
CONCRETEiMIX n i ' •i P a_ s
& ROAD MESH
FOAM CORE
-.1 -: Y DISTANCE DEPEND OWGENERATOR 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
4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES
HAVING EQUAL CLEARANCE A MINIMUM DISTANCE FROM UNIT
TO PAD EDGE IS SPECIFIED
5. THE AREA UNDER CONCERETE SLAB ON -GROUND -SHALL HAVE
ALL VEGETATION, STUMPS ROOTS, AND FOREIGN MATERIALS
REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS
VERIFIED BY OTHERS ,� I ,, il rp R .1
6. RESISTANCE TO SLIDING OFITHE-PAD ONLT '. GROUND IS,NOT
PART OF THIS DOCUMENT AS SfOIL CHARACTERISTICS AND PAD
PLACEMENT VARIES 3
7. 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.
8. 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.
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
WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF
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:- -
11. THIS DOCUMENT IS.GENERIC`�ANU,DOES NOT PERTAIN TO ANY
SPECIFIC PROJECT SITE -INFORMATION -CONTAINED HEREIN IS
BASED ON CONTRACTOR -SUPPLIED DATAAND MEASUREMENTS.
ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR
LIABLE IN ANY WAY FORIERRONEOUS OR INACCURATE DATA
f 1 OR MEASUREMENTS DIMENSIONS ARE SHOWN TOILLUSTRATE
DESIGN FORCES ANDtOTHER DESIGN CRITERIA ;THEY MAY
VARY SLIGHTLY, BUT. MUST REMAIN WITHIN THE,L'IMI_T% TIONS
SPECIFIED HEREIN. WORK SHALL -BE FIELD VERIFIED'B`(
OTHERS PRIOR TO CONSTRUCTION ENGINEERING EXPRESS
SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO
REEVALUATE OUR WORK{UPOWDISCOVERY OFiANY:I lr:� i
2" INACCURATE INFORMATION PRIOR TO MODIFICATION OF
EXISTING FIELD CONDITIONS AND FABRICATION AND r�
INSTALLATION OF MATERIA`LSf ALTERATIONS OR ADDITIONS
TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE
OUR CERTIFICATION.
12. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
TO
L. BENNARDO, P.E.
201
:D, aRTIFYING P.E APPEW Bacw
L. BENNARDO, P.E.
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COPYRIGHT ENGINEERING EXPRESS
17-3961.1
SCALE: NTS UNLESS NOTED
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