HomeMy WebLinkAboutGenerator Concrete Padj
rn
M
N
._
AMERICAST GENERATOR CONCRETE PAD
GENERATOR__
V i t
!. \
N6
Lu
ILL -
PA
a r�r�-�n ��•�ti:.�flr, ,���r?�°
Z
BEfTHi<ICKNESS��NN
PAD DIMENSIONS:
CONCRETE GENERATOR
H
ISOMETRIC VIEW
GENERATOR TABLE:
(ON -GRADE APPLICATIONS ONLY)
09
AMER CAST
uirm.,merk m1m tarn
.•MADID IN.AIMUCU "
FWT"02D-92"= UCM4M95W-xm501l3
$Mumwo Ave. r "Xuv,,FL U912
w. 772-071-199 F= 773464- 3
E=M n
HVHZ OR NON-HVHZ
RISK
EXPOSURE
RISK
EXPOSURE
t R&S ,
!I EXPOSURE= I
COUNTY
I
C
D
II
C
D
`III, IV
-C
D
P. BEACH
150 MPH
32.43 Psf
39.33 Psf
170 MPH
Psf
50.55 Psf
180 MPH
46:7Q Psf
56:67 PsfBROWARD
156 MPH
35.08 Psf
42.57 Psf
170 MPH
�41.65
1.65 Psf
50.55 Psf180
MPH
46.70 Psf
56.67 Psf
MIAMI-DADE
165 MPH
39.24 Psf
47.62 Psf
175 MPH
4.14 Psf
53.57 Psf
186 MPH
49.86 Psf
60.52 Psf
BRAND
MODELS
.' � CAPACITY
��
LENGTH
!
jWIDTH
HEIGHT
WEIGHT
ALLOWABLE
PRESSURE
COMMENTS
QT02224ANAX (
1--..22kW--_
62.2 in,,
29.OJn
'�33.5 in
843 lb
60.52 Psf
RG022 / RG02224ANAX
62:2:in
`'36.6-in>'
_38.6 in
905 Ib
60.52 Psf
RG025 / RG02515A ALUM
25KW- �--
_ 62.2.in'
30.6 in
38.6 in
777 Ib
60.52 Psf
RG025 / RG02515S STL
25KW
62.2 in
30.6 in
38.6 in
865 Ib
60.52 Psf
RG027 / RG02724ANAX
e,, ;I 27KW ;j'
`{ 162 2 in
`L30 6 n `
, 3$,6 I °
940 Ib
60.52 Psf
RG030 / RG03015ANAX ALUM
_ 30KWV '
62 2 in
30 6`
38:6-in
807 Ib
60.52 Psf
RG030 / RG03015ANSX STL
30KV11
�62.2 in
30.6`inA
38.6 in
8951b
60.52 Psf-
'`
RG032 / RG3224ANAX
32KW
76.8 in
35.0 in
46.1 in
1225 Ib
60.52 Psf
UP TO EXPOSURE
�
a
RG036 / RG03624ANAX ALUM
36KW
76.8 in
35.0 in
46.1 in
1202 Ib
60.52 Psf
D 186 MPH
U
RG036 / RG03624ANSX STL
36KW
76.8 in
35.0 in
46.1 in
1255 Ib
60.52 Psf
RG038 / RG3824ANAX
38KW
76.8 in
35.0 in
46.1 in
1235 Ib
60.52.Psf
RG045 / RG452ANA(C)(X) ALUM
45KW
76.8 in
35.0 in
46.1 in
1260 Ib
60.52 Psf
RG045 / RG452ANS(C) X STL
45KW
76.8 in
35.0 in
46.1 in
1313 Ib
60.52 Psf,
RG048 / RG4854ANA(C)(X)
48KW
76.8 in
35.0 in
46.1 in
1555 Ib
52 Psf
?
RG060 / ALUM
60KW
76.8 in
35.0 in
46.1 in
1422 Ib52
psf
]0.52Psf
RG060 / STEEL
60KW
76.8 in
35.0 in
46.1 in
1539 Ib
tl
�_ /
CONCRETE PAD
r
ROAD MESH
MASTERFIBER
-2� MIN �{ Ir_ 7 =o ➢ r-<, n e==c 4" MIN
MAC100
r o t I - pt �•A� it r ti t t -
GROUND
r: � /
m
45" TYP
i
T 41 TYP.
WIND DESIGN REQUIREMENTS -
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE FIFTH EDITION (2014))
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)
L_ _ _ _ - - _ _. _ _ _ _ _ _ _ -
r
`R•
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. EMBEDMENTAND EDGE DISTANCE
^-EXCLUDES FINISHES, IF
3.
11 INSTALLAT
INSTALL AI
GENERATOR MOUNTING CONFIGURATION:
GENERATOR
{ ���ATTACHMAT. BASE
{
t
"� I VARIES-1NTTH MODEL f
GENERATOR ATTACHMENT BASE
SEE'GENERATOR',SPECSj --
ORSIMPSON A24ANGLE BRACE GENERATOR Vr
fl s � _�I
W/ (4) #10 SS 316 I
SELF -DRILLING SCREWS
3/g° SIMPSON TITEN HD,
SEE ANCHOR SCHEDULE
TO GENERATOR
2"x3"x3/8" GALV. STEEL
(SEE GENERATOR SPECS)
WASHER
RUBBER VIBRATION PAD
3/e' THICK
Q TQ - GALVANIZED
I ``-.- WASHER
T_F_ T
i4 1= &RUBBER
VIBRATION -PAD
�.
_ = GENERATOR
W w (SEE CONCRETE PAD SCHEDULE FOR
CO
NCRETE'PAD / r
_ = DIMENSIONS &WEIGHT REQUIRED) 6.000_PSI 1 -- �/
LIGHTWEIGHT '.' -' x
CONCRETE MIX-=-..'t
4„ ����
NOT
n
I ES: ! I i 11 li ,j
A I - J 1. ° YaDISTANCEDEPEND ON=GENERATOR BASE LENGTH, NO LESS
THAN 2 ORIANCHOR REQUIREMENT.
---47" WIDTH }----45" LENGTH--�--45" LENGTH F =- 2 XiDISTANCE,Y_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 J,
MAC 100
& ROAD MESH
FOAM CORE
E DISTANCE
SCHEDULE.
-ING TO
TO
GENERAL NOTES
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.; CAPACII:; /VALUES
LISTED HEREIN FORfANYASSEMBLYAS SHOWN �%/
3. DIMENSIONS AND WEIGHT'OF UNITS'SHACL CONFORM TO
4.
5.
6.
7.
8.
9.
10.
11.
N I =1
12.
UNITS MUST BE CENTERED ON-PAD/WITH OFP.OSITE SIDES
HAVING EQUAL CLEARANCE A MINIMUM DISTANCE FROM UNIT
TO PAD EDGE ISIiSPEQIFIED
THE AREA UNDER CONCERETE-SLAB RN:GROUND-SHALL-HAVE
ALL VEGETATION, STUMPS; ROOTS;'AND FOREIGN MATERIALS
REMOVED PRIOR TO INSTALLATION `ON COMPACTED SOIL AS
VERIFIED BYrOTHERS ,I I r- If a � r
RESISTANCEiTO SLIDING OFiTHE,PAD ON`THE GROUNDij NOT
PART OF THIS DOCUMENT AS SOIL_CHARA'CTERIST_ICS AND PAD
PLACEMENT VARIES-m ; -- ' --q` _
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 DOCUMENTIIS GENERIC'AND, DOES NOT PERTAIN7TO ANY
SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS
BASED ON CONTRACTOR=SUPPLIED DATA AND MEASUREMENTS.
ENGINEERING EXPRESS SHALL,NOT BE_'FIELD RESPONSIBLE OR
LIABLE IN ANY WAY FOR, ERRONEOUS OR INACCURATE DATA
OR MEASUREMENTS DIMENSIONSyARE SHOWN TO,ILLUSTRATE
DESIGN FORCES! AND OTHER -DESIGN CRITERIPRTHEY;MAY
VARY SLIGHTLY,' BUT MUST REMAIN WITHIN THE:`LIMITATIONS
SPECIFIED HEREIN. WORK SHA_Ct-B-E FIELD.VERIFIED BY
OTHERS PRIOR TO CONSTRUCTION'ENGINEERING EXPRESS
SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO
REEVALUATE"_OURIWORK UPON DISCOVERY OF ANY , , r
INACCURATE'INFORMATION PRIORITO=MODIFICATION OF ----
EXISTING FIELD CONDITIONS'AND FABRICATION%AND
INSTALLATION OF MATERIALS. AALTE- ATIONS OR.ADDITIONS
TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE
OUR CERTIFICATION.
EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
K L. BENNARDO, P.E.
n4fi549 -
L. BENNARDO, P.E.
I- IL
Ln Q
Q . In
0 w
0
ULu��
v
I-�1
N oz
Ma
rn
Q H N
i7 w
Lu
m C1
w
m O n
v
Y
IMn
0 tz
M
w w
M Ln 0
z U
o
'T
a•
a
rr�
Y
V)
9F
Vi
LLJ
C7 E m QO
ILrat/of
=
O
���ifc
ifi WA4�
LL
as
r
5
Lu
O
U'
Pzoll
zoNH
LL-
Z
0
13
ozc�ow
2,2
& How
a
m�E
ao
M
Y w
�zUN�d
�
was
COPYRIGHT ENGINEERING EXPRESS
17-3961.2
SCALE: NTS UNLESS NOTED
OF
0