HomeMy WebLinkAboutGENERATOR CONCRETE PADY
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AMERICAST GENERATOR CONCRETE PAD
SCANNED
GENERATOR_I BY
�\ I St Lucie County
THICKNESS �5 GLEN
PAD DIMENSIONS:
CONCRETE GENERATOR
,i �•.
CONCRETE PAD t;
ROAD MESH -
MASTERFIBER = _ 2� .MIN 4" MIN
MAC100 - -, 1 s n
GROUND %� -: / %• '
= -Z„ MIN
45" 1 41 TYP.
ISOMETRIC VIEW
GENERATOR TABLE:
(ON -GRADE APPLICATIONS ONLY)
AMERICAST
rksanuam
•EiADID �"
FED TAX 020.3252362 L10E%MdSN=50153
SM PWMCM Ave. Fen tierce. FL 3002
T.L T11-071-19Si F 772-164-0SOD
EMBIL u1�mMarWommar ehnfno1Kt00/(�Iwbo.a
HVHZ OR NON-HVHZ '
RISK
EXPOSURE
RISK
EXPOSURE
==RISK,
if .:EXPOSURE= I
COUNTY
1
C
D
11
C'
D
-III; IV
C,
_ D.
P. BEACH
150 MPH
32.43 Psf
39.33 Psf
170 MPH
41.65 Psf
50.55 Psf
180 MPH
46J0 Psf
56'67psf
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`-
i
LENGTH:=
WIDTH,,
4, ;j
-
HEIGHT
i
WEIGHT
ALLOWABLE
PRESSURE
COMMENTS
QT02224ANAX
! L22KW "-
62.2 in`:
, 29:Ojn' ;
33.5 in
843 lb
60.S2 Psf
RG022 / RG02224ANAX
22KW- . �
i 62.2 in
'3D.6 in`
38.6 in
905 lb
60.52 Psf 'I
RG025 / RG02515A ALUM
i j 25K1N: ^='-.
62.2 in
30.67in
38.6 in
777 lb
60.52 Psf '?
RG025 / RG02515S STL
! _ 25KW�_
-62.2 in ,
% 30�6 ink:.
38.6 in
865 lb
60.52 Psf 1
RG027 / RG02724ANAX
27KW--_
62.2.inP'
;k6 in
`38.6 in
940 lb
60.52 Psf i
RG030 / RG03015ANAX ALUM
30KW
= 62i2 iw-
'30.6 in
38.6 in
807 lb
60.52 Psf
U
RG030 / RG03015ANSX STL
30KW
62 2-m
30 6 sn ,
38.6 in-,895
lb
60.52 Psf
w
RG032 / RG3224ANAX
32KW� a 4
76 $in;i`
_35 0 sn
1 46:1+in`
`a1225 lb
60.52 Psf I
UP TO EXPOSURE
v
RG036 / RG03624ANAX ALUM
k-36KW,, ;-_
, 76:8 in-
35:0;in _
=40A in
1202 lb
60.52 Psf t
D 186 MPH
O
RG036 / RG03624ANSX STL
36KW3 ij�
r76 8 in -
35 0'in e'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
RG04S / RG4S2ANS(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
60.52 Psf
RG060 /STEEL
60KW
76_8�
5.0 in--463-in
539-lb
-60-.52 Psf ,
r
-24RCr/30RC
30RES
24KW
33.0 in
74.0 in
1260 lb
60.52 Psf
i
UP TO EXPOSURE
D 186 MPF
30KW
34.0 in
72.8 in
30461b
60.52 Psf
o
s�
30REOZIB
30KW
34.0 in
78.7 in
15601b
60.52 Psf
IE
B&S
076000
30KW
34.0 in
78.7 in
fl41.55
1560 Ib
60.52 Psf
UP TO E
GE
076034
30KW
39.5 in
84.5 in
18001b
60.52 Psf
D 186
Cummins
RS22C22 N6
22KW
72.0 in
34.0 in
11 99 Ib
41.65 Psf
EXP C 17
GENERATOR MOUNTING CONFIGURATION:
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE GENERATOR
W/ (4) #10 SS 316
SELF -DRILLING SCREWS
TO GENERATOR
(SEE GENERATOR SPECS)
WIND DESIGN REOUIREMENTS1
(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 ,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)
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
3.
XPOSURE �I �_; ! INSTALLAT
MPH y a• INSTALL A
0 MPH -_
GENERATOR
�ATtTACHMENT BASE, .
= VARIES WITH MODEL'S -
SEE`GENERATOR.SPECSi `-
SIMPSON TITEN HD, /
SEE ANCHOR SCHEDULE
2"x3"x%" GALV. STEEL
WASHER
RUBBER VIBRATION PAD
3/g' THICK _
�eQ Q _ GALVANIZED
WASHER 7
( &RUBBER
'VIBRATION -PAD. /:
_ / 7
_ = GENERATOR ( t�.
H (SEE CONCRETE PAD SCHEDULE FOR ) S'
w W DIMENSIONS &WEIGHT REQUIRED) . CONCRETE -PAD
s l LIGHTWEIGHT:--
CONCRETE MIX°�-.I
n IL
4„ I TES')
l 1)' Y DISTANCE-DEPEND'ON GENERATOR BASE LENGTH, NO LESS
THAN 2 OR.,ANCHOR REQUIREMENT.
}47" WIDTH }45" LENGTH �45" LENGTH ;' w "Jz' ` 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
4,EDGE DISTANCE
fHOR SCHEDULE.
9 SPACING TO
N 011S.
CTURER'S
ISTRUCTIONS TO
S ,
CONCRETE PAD
¢ N
6,000 PSI
A
LIGHTWEIGHT
CONCRETE MIX
/ I1
MASTERFIBER
MAC 100
& ROAD MESH
FOA
RECEIVED
APR 3 4 L098
Lucie County, Permitting
GENERAL NOTES
1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED
IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE SIXTH EDITION (2017).
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 CODE SHALL$E-LESS.THAN:OR
EQUAL TO THE DESIGN=-PRESSURE'ASD_' CAPACITY,UALUES
LISTED HEREIN F'OR'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. - •-__ Y
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. ,
6. RESISTANCES,, LI SDING OFWE;PAD ON THE GROUND IS NOT
PART OF THIS DOCUNT AS.SOIL CHARACCERISTICS AND PAD ME
PLACEMENT VARIES.: /
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.-ENGINEERSEA WFIXED 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-GENERICAND"DOES NOT PERTAIN,TO ANY
SPECIFIC PROJECT SITE -INFORMATION CONTAINED HEREIN IS
TBASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS.
ENGINEERING EXPRESS SHALL NOT'BEHELD RESPONSIBLE OR
LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA
d OR MEASUREMENTS "D*IMENSIONS:ARE SHOWN TO.ILLUSTRATE
DESIGN FORCESIAND_OTHER-DESIGN CRITERIA THEY MAY
VARY SLIGHTLY, BUTMUST REMAIN WITHINjTHE LIMITATIONS
SPECIFIED HEREIN. WORK-SHAL'L`BE FIELD/VERIFIED BY
OTHERS PRIOR TO CONSTRUCTIONJENGINEERING EXPRESS
SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO
REEVALUATE'OUR,WORK'UPON'DISCOVERYOFANY j
INACCURATE-'INFORMATIOPN PRIORTO MODIFICATION OF - -
EXISTING FIELD CONDITIONS AND,"FABRICATION AND zz.
INSTALLATION OF.MATERIALST AL•TERAIIONS_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.
VK L. BENN1jRDO, P.E.
0046549 J
01 'jA4! i2018
P.E. APPEARS BELOW
DO, P.E.
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
172
EN3961IXsS®
SCALE: NTS UNLESS NOTED
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