HomeMy WebLinkAboutAMERICAST GENERATOR CONCRETE PADn
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AM E RICAST GENERATOR CONCRETE PA
GENERATOR_._ � I
Lu
PAD DIMENSIONS:
CONCRETE PAD
GENERATOR -
GENERATOR TABLE:
(ON -GRADE APPLICATIONS ONLY)
AMERICAST
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HVHZ OR NON-HVHZ
RISK
EXPOSURE
RISK
EXPOSURE
BRISK'.,
(; °EXPOSURE-- a '
COUNTY
P. BEACH
150 MPH
32.43 Psf
39.33 Psf
170 MPH
41.65 Psf
50.55 Psf
180 MPH`
4(Ob psf
56:67 Fsf
BROWARD
156 MPH
35.08 Psf
42.57 Psf
170 MPH
41.65 Psf
50.55 Psf
180 MPH
46.70 Psf
56.67 Psf
MIAMI-DADE
165 MPH
39.24 Psf
47.62 Psf
175 MPH
44.14 Psf
53.57 Psf
186 MPH
49.86 Psf
60.52 Psf
BRAND
MODELS
CAPACITY"
f
LENGTH :
4 )
%
WIDTH
` j,
rHFIGHT
WEIGHT
ALLOWABLE
PRESSURE
COMMENTS
QT02224ANAX
--22KW
-62.2 in'�
,29:0 in°
33.5 in
843 lb
60.52 Psf
RG022 / RG02224ANAX I
C-22KW._
62.2 in
t30.6 in,
38.6 in
905 lb
60.52 Psf
RG025 / RG02515A ALUM
- 25KW �
'62.2 in
730.6 in
: 38.6 in
777 lb
60.52 Psf
RG025 / RG02515S STL
25KW cam_..
62 2,in j
30.6.in�
-38:6 in
865 lb
60.52 Psf
RG027 / RG02724ANAX
27KW-_.
62r2-in`
'30.6 in
38.6 in
940 lb
60.52 Psf
RG030 / RG03015ANAX ALUM
30KW
"6ZP 'in
30.6 in
1 38.6 in
807 lb
60.52 Psf
RG030 / RG03015ANSX STL
v 30KW, [I F,,
F62 2 m-
30 61n Fj,
38 6 in,
895 lb
60.52 Psf
RG032 / RG3224ANAX g.a
; ??132KW (�
`!76.8 in�
a 35.Oiin 1'
46A.in
1225 lb
60.52 Psf
UP TO EXPOSURE
v
RG036 / RG03624ANAX ALUM
1__36KW' �--
' k76.8 in=
Is35 Orin`
46.1 in
1202 lb
60.52 Psf
D 186 MPH
RG036 / RG03624ANSX STL
t --36KW !'
j 766 in-
'-35'0in=
46.1 in
1255 lb
60.52 Psf
RG038 / RG3824ANAX
38KW
76.8 in
35.0 in
46.1 in
1235 lb
60.52 Psf
RG045 / RG452ANA(C)(X) ALUM
45KW
76.8 in
35.0 in
46.1 in
1260 lb
60.52 Psf
RG045 / RG452ANS(C)(X) STL
45KW
76.8 in
35.0 in
46.1 in
1313 lb
60.52'Psf
RG048/ QT048 / RG4854ANA(C)(X)
48KW
76.8 in
35.0 in
46.1 in
1555 lb
60.52'Psf
RG060 / ALUM
60KW
76.8 in
35.0 in
46.1 in
1422 lb
60.5-2 Psf
RG060 / STEEL
60KW
76.8 in
35.0 in
46.1 in
1539 lb
60.52. Psf
24RCL / 30RCL
24KW
1 33.0 in
74.0 in
46.0 in
12601
60.52 Psf
L
30RES
30KW
34.0 in
72.8 in
36.8 in
1046 lb
60.52 Psf
UP TO EXPOSURE
D 186 MPH
Y
30REOZJB
30KW
34.0 in
78.7 in
50.2 in
1560 lb
60.52 Psf
B8S
076000
30KW
34.0 in
78.7 in
50.2 in
1560 lb
60.52 Psf
UP TO EXPOSURE
GE
076034
30KW
39.5 in
84.5 in
41.5 in
1800 Ib
60.52 Psf
D 186 MPHil
CONCRETE PAD 1�
ROAD MESH
MASTERFIBER
MAC100 r r r- n r 4" MIN
s ��L[I• n u r wI
GROUND /•.: i ; / :- /.
_� `2„ MIN • _ _ - --
45" TYP. 1 41 TYP.
GENERATOR MOUNTING CONFIGURATION:
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE GENERATOR
W/ (4) #SO SS 316
SELF -DRILLING SCREWS
TO GENERATOR
(SEE GENERATOR SPECS)
WIND DESIGN REOUIREMENTS_
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE FIFTH EDITION (2014))
AT -GRADE SIGN METHOD '
ULTIMATE DESIGN WIND SPEEDS 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 = 1.53
WIND PRESSURE::
P = qh G Cf = 60.52 Ib/ft2 (ASD)
GENERAL NOTES
ANCHOR TO PAD SCHEDULE:
SUBSTRATE
DESCRIPTION
(4)-3/8"0 TITEN HD
CONCRETE:
OR EQUIVALENT, 2"
(6000 PSI
FULL EMBED TO
MIN.)
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
^ASS NOTED�IN ANCHOR SCHEDULE.
.ENSURE MINIMUM SPACING TO
_ GENERATOR
`ATITACFiMENT BASE
VARIES=WITH MODEL 'g--
SEEE'GENERATORSPECS; _ "
SIMPSON TITEN HD,
SEE ANCHOR SCHEDULE
2"x3"x3/8' GALV. STEEL
WASHER
RUBBER VIBRATION PAD
3/8' THICK
T GALVANIZED
WASHER.
I i~ & RUBBER j
I` VIBRATION -PAD C
_ = GENERATOR Z
i
.U. .U. (SEE CONCRETE PAD SCHEDULE FOR 1` f 1 'CONCRE'fE PAD' ,
w W DIMENSIONS & WEIGHT REQUIRED) 000 f
r
LIGHTWEIGHT .--` . _\
CONCRETE MIX I Y
4"
r �4NOTES:I. i >l
w-Y DISTANCE=DEPEND�ON=GENERATOR BASE LENGTH, NO LESS
THAN 2 OR ANCHOR REQUIREMENT.
} 47" WIDTH } 45" LENGTH --�-- 45" LENGTH X DiSTANCE_3";FROM UNIT EDGE TO CLIP.
3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS
SIDE VIEW FRONT VIEW THAN ANCHOR REQUIREMENTS
CONCRETE PAD
6,000 PSI
LIGHTWEIGHT
CONCRETE MIX
MASTERFIBER
MAC 100
& ROAD MESH
FOAM CORE
TO
f--Z„--�
1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED
IN ACCORDANCE WITH THE REQUIREMENTS OF THE 20 14
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=PRESSURE"ASD_CAPACITYLUES
LISTED HEREIN FOR ANY-ASSEMBL•Y AS SHOWN ;
3. DIMENSIONS AND WEIGHT'OF-UNITS}SHALL CONFORM TO
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 BYr�OTHERSa
6. RESISTANCEITO`SLIDING'OFITHE,, AD ON THE GROUNDIIS NO,T
PART OF THIS DOCUMENT AS SOIL, CHARACTERISTICS AND PAD
PLACEMENT VARIE°�j7 1� = "R' S ft
7. ELECTRICAL GROUND; H9N'REQUIREb 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.
B. 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 E COORDINATED
BY THE PERMITTING CONTRACTOR _
11. THIS DOCUMENT IS GENERIC AND -DOES NOT -PERTAIN -TO ANY
SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS
BASED ON CONTRACTOR=SUPPLIED DATA AND MEASUREMENTS.
ENGINEERING EXPRESS SHALL-IVOT BE-HELD'RESPONSIBLE OR
LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA
OR MEASUREMENTS IIDIMENSIONS.ARE SHOWN TO,ILLUSTRATE
DESIGN FORCES ANDS OTHERDESIGN CRITERIAITHEY MAY
VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE_L'IMITATIONS
SPECIFIED HEREIN. WORK SHkL_ `BE FIELD;VERIFIED BY
OTHERS PRIOR TO CONSTRUCfIONJEENGINEERING EXPRESS
SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO
REEVALUATE�OUR WORK UPON DISCOVERY`OF ANY w ,
INACCURATE-INFORMATIONPRIOR'TO•MODIFICATION"6F'm-- '
EXISTING FIELD CONDITIONS AND'FABRICATION AND :,
INSTALLATION OF;MATERIALS. ALTERATIONS OR,A6 TIONS
TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE
OUR CERTIFICATION.
12. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
W L. BENNARDO, P.E.
0046549
2
CAEC%EO, CERTIFYING P.E MPEAr3&ROG
NK L. BENNARDO, P.E.
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COPYRIGHT ENGINEERING EXPRESS
17-3961.2
SCALE: NTS UNLESS NOTED
OF