HomeMy WebLinkAboutGENERATOR CONCRETE PADm
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AMERICAST GENERATOR CONCRETE PAD
" I "
GENERATOR__-__
1p
tb
is
i
THICKNESS
PAD DIMENSIONS:
CONCRET
GENERAT
Fa-
go,-,.-LENGTH-,
PLAN -VIEW_- I
CONCRETE PAD
4
ROAD MESH '
MASTERFIBER 2" ;MIN -
t r; ° -- - -', c 4" MIN
MACIOO 4.
GROUND
2" MIN
45" 1 41 TYP.
"
"
"
�ENG'IN
ISOMETRIC VIEW
GENERATOR TABLE:
(ON -GRADE APPLICATIONS ONLY)
AMER1 AST
umm.smedmcwA mm
.
MADE IN AMEMCA V
FED TAX B m_ounu+ UCHN3S18999IMS0163
S303 P&Imc o Ara Fort'I'M" FL 3"12 _
TgL 772-97wos F= 771-164-o5m
Emdk MlevQaneA-avMvaom of Chn.la�d�66101wMosen -
HVHZ OR NON-HVHZ
RISK
EXPOSURE
RISK
EXPOSURE
RISK }
,EXPOSURE -
COUNTY
I
C
D
II
C 1
D
'III,`IV
P. BEACH
ISOMPH
32.43 Psf
39.33 Psf
170 MPH
41.65 Psi
50.55 Psf
180 MPH'
46.70 P,.sf
S6:67;Psf
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 Psi
53.57 Psf
186 MPH
49.86 Psf
60.52 Psf
BRAND
MODELS
CAPACITY----
< _
_LENGTH-,."
;
WIDTH/'�HEIGHT
_ ;;
WEIGHT
ALLOWABLE 1
ii COMMENTS
PRESSURE 1
QT02224ANAX
' (22KW '•-_.
62.2 In':.
29oO;in ,
33.5 in
843 lb
60.52 Psf
RG022 / RGO2224ANAX
,-22KW
r 62.2 in
30.6 in',-38.6
in
905 lb
60.52 Psf
RG025 / RG02515A ALUM
j 25KW -'
62.2 in
k.6 in
:38.6 in
777 lb
60.S2 Psf
RG025 / RG02515S STL
'25KW__ ,
-62.2 in ,
' 30*6 in\
. 38.6 in
865 lb
60.52 Psf
RG027 / RG02724ANAX
27KW,.. '
"62:2.in='
,30.6 in
'38.6 in
940 lb
60.52 Psf !
RG030 / RG03015ANAX ALUM
30KW
- 62 2 In �
30 61n
38.6 in
807 lb
60.52 Psf j
RG030 / RG03015ANSX STL
30KW
62 2 in _
30 6.In
-38.6 in.,
, 895 lb
60.52 Psf
L9
v
RG032 / RG3224ANAX
A
1 ' 32KW ., I ,j
7.6:8 m,
35 O In;i
; 46 liin-
�1225 lb
60.52 Psf -UP TO EXPOSURE
v
RG036 / RG03624ANAX ALUM
;- 36KW ,,- „_
-76:8,in-
-35:0;in=
A0A in
1202 lb
60.52 Psf D 186 MPH
RG036 / RG03624ANSX STL
36K1Na Ir
76 8 ins-
35 O in =
3'46.1 in
1255 lb
60.52 Psf j
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.S2 Psf j
RG060 / ALUM
60KW
76.8 in
35.0 in
46.1 in
1422 lb
60.52 Psf i
RG060 / STEEL
60KW
76.8 in
35.0 in
46.1 in
1539 lb
60.52 Psf
241RCL / 30RCL
24KW
33.0 in
74.0 in
46.0 in
1260 lb
60.52 Psf
30RES
30KW
34.0 in
72.8 in
36.8 in
1046lb
UP TO EXPOSURE
60.52 Psf D 186 MPH
Y
30REOL6
30KW
34.0 in
78.7 in
50.2 in
15601b
60.52 Psf
B&S
076000
30KW
34.0 in
50.2 in
1560 lb
60.52 Psf UP TO EXPOSURE
GE
076034
30KW
39.5 in
�G.Oinj
41.5 in
1800 lb
60.52 Psf ! D 186 MPH It
Cummins
R522 / C22 N6
22KW
72.0 in
45.5 in
1109 lb
41.65Psf EXP C 170 MPH
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 SIXTH EDITION (2017))
AT -GRADE SIGN METHOD
ULTIMATE DESIGN WIND SPEED VUlt = 186 mph
NOMINAL DESIGN WIND SPEED iVasd = 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
f ". EXCLUDES FINISHES, IF
APPLICABLE; --w._
-3,.. ' ENSURE MINIMUM,E , DISTANCE
_--AS NOTED IN ANCHOR SCHEDULE.
_A; ENSURE MINIMUM SPACING TO
ANY ADJACENT'ANCHORS.
f 5 i FOLLOW MANUFACTURER'S
:� '1 INSTALLATION INSTRUCTIONS TO
- INS TALLANCHORS.',.
GENERAE-
OR
9� ATTACHMENT VARIES WITH MOSEE GENERATOR'S3/8"SIMPSON TITEN HSEE ANCHOR SCHEDU2"x3"x3/8" GALV. STEEL
WASHER
RUBBERVIBRATION PAD
TH
ICK
® T® GALVANIZED
WASHER
(� & RUBBER
VIBRATION -PT _F
AD
♦- F GENERATOR Z
0 (SEE CONCRETE PAD SCHEDULE FOR i
w w CONCRETE PAD
= I = DIMENSIONS &WEIGHT REQUIRED) 6;000. PSI x�/
LIGHTWEIGHT'-- �`
CONCRETE MIX
In
NOTES } r
1! - =Y DISTANCE`DEPENDION GENERATOR BASE LENGTH, NO LESS
T,HAN`2!"OR ANCHOR REQUIREMENT.
47" WIDTH } �- 45" LENGTH } 45" LENGTH } ;'__ _ ,'`' -12 ` x;DisTA_NCE 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 iv
6,000 PSI n
LIGHTWEIGHT / I1
CONCRETE MIX
MAST
MAC 100
& ROAD MESH
2"
FOAM CORE
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 SHALLBE LESS_THAN-OR
EQUAL TO THE DESIGN-PRESSURE"ASD CAPACITY VALUES
LISTED HEREIN FORA
NYASSEMBLYiAS SHOWN
3. DIMENSIONS AND WEIGHT OF UNITS SHALL'CONFORM TO
SPECIFICATIONS'STATED HEREIN.
4. UNITS MUST BE CENTERED ON'PAD,WITH OPPOSITE SIDES
HAVING EQUAL CLEARANCE A -MINIMUM DISTANCE'FROM UNIT
TO PAD EDGE ISSPECIFIED.'
5. THE AREA UNDER CONCERETE-SLAB ON -GROUND -SHALL HAVE
ALL VEGETATION STUMPS R
1
OOTS AND FOREIGN MATERIALS
REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS
VERIFIED BY.OTHERS
6. RESISTANCE,TO_SLIDING_OF THE.PAD OWTHE GROUNDAS NOT
PART OF THIS DOCUMENT AS ki'C2 HARACTERISTICS AND PAD
PLACEMENT VARIES-.
7. ELECTRICAL GROUND' WHEN REQUIRED TCi 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 AND. DOES NOT PERTAIN -TO ANY
SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS
BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS.
ENGINEERING EXPRESS SHALL N&AdE HELD RESPONSIBLE OR
LIABLE IN ANY WAY FOR ERRONEOUS. OR INACCURATE DATA
a OR MEASUREMENTS'DIMENSIONS ARE SHOWN TO.ILLUSTRATE
DESIGN FORCES AND OTHER DESIGN CRITERIA THEY•MAY
VARY SLIGHTLY,' BUT MUST REMAIN WITHIN THE LIMITATIONS
SPECIFIED HEREIN. WORK:SHALL BE FIEL'D,VERIFIED BY
OTHERS PRIOR TO CONSTRUCTION ,ENGINEERING EXPRESS
SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO
REEVALUATE OUR WORK UPON DISCOVERY OF ANY `., ``"
INACCURATE -INFORMATION PRIOR'TO MODIFICATION OF - -"
EXISTING FIELD CONDITIONS AND ,,ERATIFABRICATIDWAND'
INSTALLATION OF;MATERIAUK ALTONS_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. BENNPffO, P.E.
0046549
01 1T4/jf 2018
L. BENAARDO, P.E.
MATURE ON SHEET 1, THIS
-ET IS PART OF A DIGITALLY
iNED FILE, SHALL REMAIN IN
iITAL FORMAT, & PRINTED
PIES OF THIS DOCUMENT
E NOT CONSIDERED SIGNEI
D SEALED. IF THERE IS NO
;ITAL SIGNATURE ON SHEET 1
THIS SHEET DOES NOT
VTAIN AN ENGINEER'S
IGINAL SIGNATURE & SEAL,
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COPYRIGHT ENGINEERING EXPRESS
17-3961.2
SCALE: NTS UNLESS NOTED
OF