HomeMy WebLinkAboutGENERATOR CONCRETE PADAMERICAST GENERATOR CONCRETE PAD
/
GENERATOR
(ON -GRADE APPLICATIONS ONLY)
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LU
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IL
THICKNESS iLEN
ISOMETRIC VIEW
GENERATOR TABLE:
PAD DIMENSIONS:
CONCRETE PAD
GENERATOR -
AMERICAST
•MAD7& INAMIDI2IOA:'
FM TAX 010.1333361 11CONSB OS99-M5010
5307 PWms0o Are. Pon Pierce. FL 30M
TW: 77EJ171-105/ Ra _ 7T1.{6q-OSOp
F.mth I
HVHZ OR NON-HVHZ
RISK
EXPOSURE
RISK
EXPOSURE
!=.RISKS
COUNTY
I
C
D
11
C
p
--III,`IV _.C,
D�._4
P. BEACH
150 MPH
32.43 Psf
39.33 Psf
170 MPH
41.65 Psf
50.55 Psf
180 MPH'
46 70 Psf
S6:67A'f
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
153.57 Psf
186 MPH
49.86 Psf
60.52 Psf
WIND DESIGN REOUIREMENTS-
(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 PRESSUR&
P = qh G Cf = 60.52 Ib/ft2 (ASO)
_ _ _ - _
GENERAL NOTES
ANCHOR TO PAD SCHEDULE:
SUBSTRATE
DESCRIPTION
(4)-3/8r0 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
5`t ruLLUW,MP
-- INSTALLATI
INSTALL A
ROAD MESH GENERATOR MOUNTING CONFIGURATION:
MASTERFIBER 2 MIN GENERATOR
MAC100 7 _ 5 4" MIN ATTACHMENT BASE,
GROUND %" // VARIES -WITH MODEL
�45
GENERATOR ATTACHMENT BASE SEEGENERATOR'SPECSOR SIMPSON A24 ANGLE BRACEGENERATOR W/ (4) #SO SS 316SIMPSON TITEN HD,
41 TYP. SELF -DRILLING SCREWS SEE ANCHOR SCHEDULE
TO GENERATOR 2"x3"x%" GALV. STEEL
(SEE GENERATOR SPECS) WASHER
RUBBER VIBRATION PAD
3%" THICK
® Q ` GALVANIZED _
f( �l ___WASHER--_f
I
I&RUBBER \'
' VIBRATION PAD
CONCRETE PAD
_ = I GENERATOR ( _ r 3 �4 6,000 PSI
LIGHTWEIGHT H (SEE CONCRETE PAD SCHEDULE FOR CONCRETE -PAD f l /r' %//
LU W CONCRETE MIX /
_ = DIMENSIONS & WEIGHT REQUIRED) 6 OOO:P �(
LIGHTW EIGHT x
CONCRETE MIX-- MASTERFIBER//�j//•
4" _ & ROAD MESH
izn t ` NOTES: gip.-) _ !? !� `s��' FOAM CORE
? 1.' � Y DISTANCE DEPEND"ON-GENERATOR BASE LENGTH, NO LESS
s r' THAN 2 OR ANCHOR REQUIREMENT.
}--47" WIDTH -� -45" LENGTH --+ 45" LENGTH `_ s • r 2 X.DISTANCCk3 FROM UNIT EDGE TO CLIP.
3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS
SIDE VIEW FRONT VIEW THAN ANCHOR REQUIREMENTS
0
90:- LENGTH �"
r.
PLAN'VIEW-1J
CONCRETE PAD - ' !�
BRAND
MODELS
CAPACITY'
LENGTH`
- WIDTHl
/
HEIGHT
WEIGHT
ALLOWABLE
PRESSURE
COMMENTS
QT02224ANAX
!22KW. �
62:2•in'.
, 29 Oin ,
33.5 in
843 lb
60.52 Psf
RG022 / RG02224ANAX
122KW "
7 62:2 in
'30.6 (n`,
38.6 in
905 lb
60.52 Psf
RG025 / RG02515A ALUM
! j 25KW '-_"'
62.2 in
30,6 in
38.6 in
777 lb
60.52 Psf
RG025 / RG02515S STL
`25KW._ _"
` 62.2 in ;
30f6 in'*
, A6 in
865 lb
60.52 Psf
RGO27 / RG02724ANAX
27KW-- '
-62.2-in'
,k6 in
'3M in
940Ib
60.52 Psf
RG030 / RG03015ANAX ALUM
30KW
Ql( -in-_
`30.6 in
38.6 in
807 lb
60.52 Psf
u
RG030 / RG03015ANSX STL �
„ 30KW.
62.2,in _
-30.6 in.,
-.38.6 in-,
895 1b
60.52 Psf
RG032 / RG3224ANAX _
j "e32'KW i� °!
�76r8'in i
_35:0 in jj
i 46 lin-
j,1225 Ib
60.52 Psf
UP TO EXPOSURE
�
a,
RG036 / RG03624ANAX ALUM
,=36KW r ,;,-
76.8 in--
35 0 m=
=„46.1 in
1202 lb
60.52 Psf
D 186 MPH
RG036 / RG03624ANSX STL
L.36KW -'
a76. lhi _
3_S in__
)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 inP46.1in
1260 lb
60.52 Psf
RG04S / RG452ANS(C)(X) STL
45KW
76.8 in
35.0 in
1313 lb
60.52 Psf
RG048/ QT048 / RG4854ANA(C) X
48KW
76.8 in
35.0 in
1555 lb
60.52 Psf
RG060 / ALUM
60KW
76.8 in
35.0 in
1422 Ib
60.52 Psf'
RG060/STEEL
-60KW-
76:8-in--35.0-in_15391b_
60.52Psf24RCL/
30RCL
24KW
33.0 in
74.0 in
1260 lb
60.52 Psf
i
°1
30RE5
30KW
34.0 in
72.8 in
36.8 in
1046 lb
60.52 Psf
UP TO EXPOSURE
D 186 MPH
Y
30REOZIB
30KW
34.0 in
78.7 in
50.2 in
1560 lb
1 60.52 Psf
�?
B&S
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 lb
60.52 Psf.
D 186 MPH i i
Cummins
RS22 / C22 N6
22KW
72.0 in
34.0 in
45.5 in
1109 lb
41.65 Psf
EXP C 170 MPH
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 BUILDING CODE SHALL BE`LESS THAN OR
EQUAL TO THE DESIGWPRESSURE" ASD" CAPACITi'VALUES
LISTED HEREIN FOR;ANY-ASSEMBLYIAS SHOWN
3. DIMENSIONS AND WEIGHT OF UNITS,SHALL CONFORM TO
4.
5.
6.
7.
8.
VG TO
'S
IONS TO
9.
N
Ai
t--2"--t
10.
12.
UNITS MUST BE CENTERED ON -PAD; WITH OPPOSITE SIDES
HAVING EQUAL CLEARANCE A' -MINIMUM DISTANCEF.ROM UNIT
TO PAD EDGE I§SPECIFIED,"
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 .Y-- r
RESISTANCE'TO'SLIDING'OF'THE:PAD ONTHE GROUND'IS NOT
PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD
PLACEMENT VARIES-.;h rtj-
ELECTRICAL GROUND; 1%JHEN'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 CONTAIN ElY HEREIN IS
BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS.
ENGINEERING EXPRESS SHALL NOT BE HELD'RESPONSIBLE OR
LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA
OR MEASUREMENTSYDIMMENSIONS,ARE SHOWN TO,'ILLUSTRATE
DESIGN FORCES AND;OTHER-DESIGN CRITERIAtTEY, HMAY
VARY SLIGHTLY,' BUT MUST REMAIN•WITHIN THE LIMITATIONS
SPECIFIED HEREIN. WORK SHALL`BE-FIEL`&� ERIFIED BY
OTHERS PRIOR TO CONSTRUCTIONJENGINEERING EXPRESS
SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO
REEVALUATE;OURWORK OPON-,DISCOVERY_-OF ANYP�,
INACCURATE --IN FORMATION'PRIOR�TO-MODIFICATION
EXISTING FIELD CONDITIONS AND'FABRICATIONIAND''a
INSTALLATION OF -MATERIALS ALTERATIONS OR ADDITIONS
TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE
OUR CERTIFICATION.
EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
VK L. BE ARDO, P.E.
0046549
01 l
018
(IF CHECKED,[ P.E. APPENiS BELAW
LANK L. BDO, P.E.
IF THERE IS A DIGITAL
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�� EN�N� � EXPRESS
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