HomeMy WebLinkAboutCONCRETE PAD�I
LENG�N j ��'po AMERICAST GENERATOR CONCRETE
GENERATOR.._t
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PAD DIMENSIONS:
CONCRETE PAD
GENERATOR
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CONCRETE PAD '.-tiw� I-J
ROAD MESH
MASTERFIBER , -2'" MIN
MAC300 a - - P E� w•^ I� a Po rt,>`-c 4" MIN
GROUND `
2" MIN _.
45" TYP. 41" TYP.
�47" WIDTH
SIDE VIEW
ISOMETRIC VIEW
GENERATOR TABLE:
(ON -GRADE APPLICATIONS ONLY)
AMlERIGAST
•Nuns nvwEm4RIw1•
`
FFD TA%�30.VJn61 IJ[EN9805 MPfOSN
SIN PYs<m Art. Fon PNR.R fa9p
Td msn-sma F.c macamro
'--
%".
HVHZ OR NON-HVHZ
RISK
EXPOSURE
RISK
EXPOSURE
'RISK-'
G -.E%POSLRFi.
COUNTY
I
C
D
II
C
D
"'III; IV
-_ '_
-'D`-_
P. BEACH
ISOMPH
32.43 Psf
39.33 Psf
170 MPH
41.65 Psf
50.55 Psf
280 MPH
46,70 Psf
56.67,Psf
BROWARD
156 MPH
35.08 Psf
42.57 Psf
17O MPH
41.65 Psf
50.55 Psf
180 MPH
46.70 Psf
56.67 Psf
MIAMI-DADE
365 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
I CAPACITY_
LENGTH;
\IDTHf,HEIGHT
WEIGHT
ALLOWABLE
PRESSURE
COMMENTS
QT02224ANAX
I 122KW ---
62 2 in'=,
- 29 0 in
33.5 in
8431b
60.52 Psf
RG022 / RGO2224ANAX
I 22KW �-
622in
'306in
38.6 in
905111
60.52 Psf
RG025 / RG02515A ALUM
f r25KW`-�
1622m
.30.61n
•,38.6 in
7771b
60.52 Psf
RG025 RG02515S STL
/
L 2 SKW_ _ �
�
622 n.
'306m`,38.6
in
8651b
60.52 Psf
RG027 RG02724ANA%
/
27KW -
622in �
306in
'38.6 in
94016
60.52 Psf
RG030/ RG03015ANAX ALUM
30KW~
622in-
306in
38.6 in
8071b
60.52 Psf
RG030/ RG03015ANSX STL r,
30KW_._
62.2 m__306
in
38.6in-,.
8951b
60.52 Psf
m
RG032 / RG3224ANAX ¢•-
NN32KWI aI
N76.8 in
-35.0161i
46.1:in-212251b
60.52 Psf
UP TO EXPOSURE
w
RG036/ RG03624ANAX ALUM
x•36KWo,----r
76.8.in--35.0
in-
46:1 in
12021b
60.52 Psf
D186 MPH
RG036/ RG03624ANSX STL
p._�36KW-.lam
76`8in=
35Ain_P46.I
in
12551b
60.52 Psf
RG038 / RG3824ANAX
38KW
76.8 in
35.0 in
46.1 in
12351b
60.52 Psf
RG045 / RG452ANA C X ALUM
45KW
76.8 in
35.0 in
46.1 in
12601b
60.52 Psf
RG045/RG452ANSC X STL
45KW
76.8 in
35.0 in
46.1in
1313111
60.52 Psf
G048/QT049/RG4854ANAC X
48KW
76.8 in
35.0 in
46.1in
1555111
60.52 Psf
RG060/ALUM
60KW
76.8 in
35.0 in
46.1 in
14221b
60.52 Psf
r
RG060/STEEL
60KW
76.8 in
35.0 in
46.1in
15391b
60.52 Psf
f`
°-
24RCL/30RCL
24KW
33.0 in
74.0 in
46.0in
12601b
60.52 Psf
x
30RE5
30KW
34.0 in
72.8 in
36.8 in
104616
60.52 Psf
UP TO EXPOSURE_
D166 MPH
30REOLB
30KW
34.0 in
78.71n
50.2 in
1560111
60.52 Psf
B&5
076000
30KW
34.0 in
78.7 in
50.2 in
ISfi01h
60.52 Psf
UP TO EXPOSURE
GE
Cummins
076034
RS22/C22 N6
30KW
22KW
39.5 in
72.0 in
89.5In
34.0 in
41.5 in
45.5 in
18001b
11091b
60.52 Psf
41.65 Psf
D 186 MPH i
EXPC 170
GENERATOR MOUNTING CONFIGURATION:
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE GENERATOR
SELF -DRILLING SCREWS
TO GENERATOR
(SEE GENERATOR SPECS)
RFcFwEF
PAD APR iO �O�u PE#00 L. 49 D0, P. E.
FRANK
K L. B 9
Permitdn9 DBPBumerit
St. Lucie County
WIND DESIGN REQUIREMENTS -
�F'LF45 ij t�1
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION (2017))
AT -GRADE SIGN METHOD
ULTIMATE DESIGN WIND SPEED VUIt = 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/N2 (ASD)
GENERAL NOTES
ANCHOR TO PAD SCHEDULE:
SUBSTRATE
DESCRIPTION
(4)-3/8"0 MEN 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
MPH��
_l L-
GENERATOR
ATTACHMENT bbEL
--- VARIES WITH MODEL
%- SIMPSON TITEN HD,
SEE ANCHOR SCHEDULE
2"x3"x%a" GALV. STEEL -
WASHER
RUBBER VIBRATION PAD -
QQ
T
GALVANIZED
-WASHER'
� &. RUB BER t
VIBRATION'PAD
CONCRETEPAD-
�`-� 'i• C
Z
PSI
=
.�.
W
GENERATOR
(SEE CONCRETE PAD SCHEDULE FOR
:
r'�--'_ - A
I CONCRETE PAD �.
LIGHTWEIGHT
TWEE
CONCRETE MIX
=
I DIMENSIONS &WEIGHT REQUIRED)
•`LI 6;000,PSI .
-
x
LIGHTWEIGHT--i
CONCRETE MIX--�1. �"
MASTERFIBER J
MAC 100
4r'
N
&ROAD MESH
_
--- - - - .
:-- -'
4''>. f -` I I`.aNOTES: L,y
Z' 1• --J Q 5 1� t-Y DISTANCE•DEPEND ON GENERATOR BASE LENGTH, NO LESS
FOAM CORE
I
i 45" LENGTH 45" LENGTH -�
yam• (--THAN'2"OR-ANCHOR REQUIREMENT.
r Z."•%,DISTANCE 3°"FROM UNIT EDGE TO CLIP.
-q>-x
3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS
FRONT VIEW
THAN ANCHOR REQUIREMENTS
E DISTANCE
SCHEDULE.
G
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 DESIGN PRESSURE "ASD'-;CAPACITV.VALUES
LISTED HEREIN FOR ANY ASSEMBLY,AS,SHOWN. ill,/
3. DIMENSIONS AND WEIGHT'OF UNITSlSHALCCCONFORM TO
4.
5.
6.
7.
8
9.
30
TIl.
n
SCANNED
BY
St. Lucie County
12.
UNITS MUST BE CENTERED,ON PAD WITH OPPOSITE SIDES
HAVING EQUAL CLEARANCE`'A-MINIMUM DISTANCE FROM UNIT
TO PAD EDGE IS SPECIFIED-`�-
THE AREA UNDER CONCERETE SLAB ON-GROUND'SHALL HAVE
ALL VEGETATION STUMPS,ROOTS ANDFOREIGN MATERIALS
REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS
VERIFIED BYxOTHERS; 1.--L4�-T---l-- g,,
RESISTANCE,TO SLIDING OFITHE PAD'ON'THE GROUND -IS NOT
PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD
PLACEMENT VARIES->�.-�-�"
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.
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 PERTAINPTO ANY
SPECIFIC PROJECT SITE'.INFORMATION_CONTAINED HEREIN IS
BASED ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS.
ENGINEERING EXPRESS SHALL NOT BEHELD RESPONSIBLE OR
LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA
OR MEASUREMENTS) DIMENSIONS ARE SHOWN TO,ILLUSTRATE
DESIGN FORCES AND OTHER DESIGN CRITERIA.THEf MAY
VARY SLIGHTLY, BUT -MUST -REMAIN WITHIN/THE'. LIMITATIONS
SPECIFIED HEREIN. WORK-SHALL'.BE FIECD,VERIFIED BY
OTHERS PRIOR TO CONSTRUCTIONAENGIPIEERING EXPRESS
SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO
REEVALUATE'OUR�WORICUPON'DISCOVERY_O,F ANYN, I
INACCURATEIINFORMATION PRIORITO MODIFICATION OF --
EXISTING FIELD CONDITIONS-AND-FABRICATION(ANDL,
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.
017C4�YJ2018
P.E.
SHALL REMAIN IN
SEALED. IF THERE IS NO
'AL SIGNATURE ON SHEET I
nS SHEET DOES NOT
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COP'RIGM FNGINFFNNG IXPRE55
17-3961.2
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