HomeMy WebLinkAboutGENERATOR CONCRETE PAD'0
GENERATOR
W
PAD
THICKNESS
ISOMETRIC VIEW
PAD cDIMENSIONS:
TE PAD
GENERATOR
Fa
= GENERATOR UNIT BY
o SEPARATE SUBMITTAL
(SEE SCHEDULE FOR
MINIMUM WEIGHT
REQUIRED)
54" LENGTH }
PLAN VIEW
CONCRETE PAD
ROAD MESH
MASTERFIBER 3" MIN r 4" MIN
MAC100 T GROUNDS ;>:;•e21..r•a, ✓aii:.
T_
i
C7
LU
_ I
50"
54"
AMERICAST GENERATOR CONCRETE PAD
GENERATOR TABLE:
(ON -GRADE APPLICATIONS ONLY)
.
)my
AMERICAST
1w�m emerLcasfino mm
'blADIDIN AM7iIItIOA1'
FWTAX1929-=2362 LICH:d5H 359fl 700.50163
S30J DW-W Avg. Fart No-. PE 34912
Td. 772-471-1935 Fs: T71J1649S99
F=111: Mle�►n.4 tfya=Ms eh�eheoitti001 ii:v.11ne<on
HVHZ OR NON-HVHZ
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
COUNTY
I
CI
D
II
C I
D
III, IV
C
D
P. BEACH
150 MPH
30.44 PSfj
36.94 Psf
170 MPH
39.09 Psf
47.44 Psf
180 MPH
43.83 Psf
53.19 Psf
BROWARD
156 MPH
32.92 Psf
39.95 PSf
170 MPH
39.09 Psf
47.44 Psf
180 MPH
43.83 Psf
53.19 Psf
MIAMI-DADE
165 MPH
136.83 PSfj
44.69 Psf
175 MPH
41.43 Psf
50.28 Psf
186 MPH
46.80 Psf
56.80 Psf
BRAND &MODEL
CAPACITY
WIDTH
LENGTH
HEIGHT
WEIGHT
ALLOWABLE
PRESSURE
COMMENTS
Generac 005871 & 005883
10 KW
25.00 "
48.00 "
29.00 "
387 Ibs
41.43 Psf
EXP C 175 MPH & D 156 MPH
Generac 005872 & 005884
14 KW
25.00 "
48.00 "
29.00 "
439 Ibs
47.44 Psf
EXP C 186 MPH & D 156 MPH
Generac 6459, 6461, 6462
16 KW
25.00 "
48.00 "
29.00 "
513 Ibs
47.44 Psf
Generac 006721
16 KW
25.00 "
48.00"
29.00 "
448 Ibs
47.44 Psf
Generac 005873 & 005885
17 KW
25.00 "
48.00 "
29.00 "
455 Ibs
47.44 Psf
Generac 005874 & 005886
17 KW
'25.00 "
48.00 "
29.00 "
421 Ibs
47,44 Psf
Generac 005875 & 005887
20 KW
25.00 "
48.00 "
29.00 "
451 Ibs
47.44 Psf
Generac 006729 & 006730
20 KW
25.00 "
48.00 "
29.00 "
516 Ibs
47.44 Psf
Generac 006551 & 006552
22 KW
25.00 "
48.00 "
29.00 "
526 Ibs
47.44 Psf
Kohler 14RES & 20RES
14-20 KW
26.00'"
48.00 "
29.00 "
500 Ibs
47.44 Psf
GE 40323GE & 40324GE
13 KW
35.00 "
39.40 "
39.00 "
540 Ibs
39.09 Psf
EXP C 170 MPH & D 156 MPH
GE 04038215KW
15 KW
33.00 "
48.00 "
30.50 "
484 Ibs
43.83 Psf
EXP C 180 MPH & D 156 MPH
GE 04037817KW
17 KW
33.00 "
48.00 "
30.50 "
484lbs
43.83 Psf
GE 40330GE & 40331GE
20 KW
33.00 "
48.00 "
30.50 "
600Ibs
43.83 Psf
Briggs & Stratton 040243-0
10 KW
31.00 "
32.00 "
34.00 "
4301bs
43.93 Psf
Briggs & Stratton 040302-2
12 KW
33.75 "
50.00 "
31.60 "
5071bs
41.43 Psf
EXP C 175 MPH & D 156 MPH
Briggs & Stratton 040303-1
15 KW
33.75 "
49.00 "
31.60 "
562 Ibs
43.83 Psf
EXP C 180 MPH & D 156 MPH
Briggs & Stratton 040304-1
18 KW
1 33.75 "
49.00 "
31.60 "
568 Ibs
44.00 Psf
Briggs & Stratton 040305-1
20 KW
33.75 "
49.00 "
31.60 "
570 Ibs
44.00 Psf
Generac 7035, 7036, 7037
16 KW
25.00 "
48,00 "
29.00 "
406 Ibs
47.44 Psf
EXP C 186 MPH & D 156 MPH
Generac 007038 & 007039
20 KW
25.00 "
48.00 "
29.00 "
448 Ibs
47.44 Psf
Generac 007042 & 7043
22 KW
25.00 "
48.00 "
29.00 "
466 Ibs
47.44 Psf
GENERATOR MOUNTING CONFIGURATION:
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) #SO SS 316 SELF -DRILLING
SCREWS
TO GENERATOR
(SEE GENERATOR SPECS)
T_
I
$'e' THICK GALVANIZED
GENERATOR WASHER& RUBBER
_ (SEE CONCRETE PAD VIBRATION PAD
.�-. SCHEDULE FOR
uJ I DIMENSIONS & WEIGHT
2
I 411 I I
-1
E
32" WIDTH ---} 54" LENGTH -+
v
m
o SIDE VIEW FRONT VIEW
GENERATOR -
ANCHOR TO PAD SCHEDULE:
SUBSTRATE
DESCRIPTION
CONCRETE:
(2)-3/8"0 TITEN HD
(6000 PSI
OR EQUIVALENT,
MIN.)
2-3/4" FULL EMBED
O 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
AS NOTED IN ANCHOR SCHEDULE.
4. ENSURE MINIMUM SPACING TO
ANY ADJACENT ANCHORS.
S. FOLLOW MANUFACTURER'S
INSTALLATION INSTRUCTIONS TO
INSTALL ANCHORS.
GENERATOR
ATTACHMENT BASE,
VARIES WITH MODEL
SEE GENERATOR SPECS
%" SIMPSON TITEN HD,
SEE ANCHOR SCHEDULE
2"X3"X3/B" GALV. STEEL -
WASHER
RUBBER VIBRATION PAD -
CONCRETE PAD ( 1
6,000 PSI
LIGHTWEIGHT
EIGHT -1
CONCRETE MIX
LIGHTWEIGHT �/� MASTERFIBER MAC 100
CONCRETE MIX & ROAD MESH
NOTES: FOAM CORE
1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH, NO LESS THAN 2".
2. X DISTANCE 3" FROM UNIT EDGE TO CLIP.
3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN
ANCHOR REQUIREMENTS
FRANK L. BENNA DO, P.E.
PE# 0046549
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.SCANNED
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03 �
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IF CHUXED. C !G P.E. APFEAFS BEWV1
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`fit. LucleI County
23280N M. I ATTISTO, P.E.
'
LD O R N
NOTICE: F FIRSHEET DOES
'
NOT CONMIN AN ORIGINAL
SIGNATURE & ENGINEER SEAL
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 SIGNET
L- - _ ._ _ _ _ _ _ _ _ - _ _ _ _ __ _
AND SEALED, IF THERE IS NO
WIND DESIGN REQUIREMENTS_
DIGITALTHIS SIGNATURE SHEETI
OR THIS SHEET DOES NOT
DOES NOT
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION
CONTAIN Al ENGINEER'S
_
(
ORIGINAL SIGNATURE & SEAL,
AT -GRADE SSIGN METHOD
THIS SHEET IS A COPY/DRAFT.
rrnn
L..J p N
ULTIMATE DESIGN WIND SPEED Vult = 186 mph
NOMINAL DESIGN WIND SPEED Vasd = 144 mph
Z 0
RISK CATEGORY =III INTERNAL PRESSURE COEF = N/A
® W Or) m u f
EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd=
ryry.�
- M Po In OV in
L�, jrnn
ENCLOSURE CATEGORY
�"u+�J+ lii
LL
= N/A HEIGHT H = AT GROUND
GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H
- V) ^ X -
W I" K
W p
qh = 77.56
2 u`r, =
Z W
Ib/ft2
FORCE COEFFICIENT
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�4 1-> � x a
CIF = 1.44
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�a QQWou,0-0
WIND PRESSURE:
or m ozz °
P = qh G Cf = 56.80 Ib/ft2.(ASD)
111 K ." Q .. z w w
WW ONJaI"w�
U.'� W g Z
GENERAL NOTES
M
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1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
W
O W I"
ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
17
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.
N O CD
SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH
O d
THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE
OZ
DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ANY
I7 LU
ASSEMBLY AS SHOWN.
3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS
I /1
Q
O
y
STATED HEREIN.
4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL
V it LL N
Q O Ol
_
N V) (-
CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED.
5. CALCULATIONS
IHAVE
"•1 *-I
M F- x
6. ER CONCERETE SLAB ON GROUND SHALL ALL
i't'
H 2: W n
LU W
VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR
-1 a
N U) O
TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS.
7. RESISTANCE TO SLIDING OF
Q N
W O' �
M (>
O
THE PAD ON THE GROUND IS NOT PART OF THIS
DOCUMENT AS
n
QZ
SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES.
8. ELECTRICAL
C' � OLL
GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY
G M
OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.)
SHALL
Q N
n UJ
BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE
O
co9.
EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
U)
ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS
-
F
SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al.
INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES
O
INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL
_j
FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
W
rD
WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM
DEVIATIONS
OF THIS PLAN,
10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL
RESPONSIBILITY OF THE INSTALLING
LI
o
0
$
CONTRACTOR. CONTRACTOR SHALL
ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS
o F-
RESTORED AFTER FABRICATION AND INSTALLATION
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m m'd
OF STRUCTURE
V
o
PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY
LL LL
,
H 6
=
O
O C:
WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS
WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING
0 H
o f o
CONTRACTOR.
Cl g
g g
o
0
11. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY
8 i3
ow
ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE
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ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE
INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL
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BE COORDINATED BY THE PERMITTING CONTRACTOR.
12.
G
c
THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC
PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON
Y
w
o
o
a $ o
CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS.
w
ENGINEERING EXPRESS
SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS
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91
OR INACCURATE DATA OR MEASUREMENTS,
I" C
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DIMENSIONS ARE SHOWN TO
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STRATA-DE5I6N=E_OHCfS-.AfdD�TiiE&flESIG[tl-E[tI;EERiA-rTH_AYtVARir=
"'E
SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN.
COPYRIGHT ENGINEERING EXPRESS
WORK SHALL BE FIELD 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
SCALE: NTS UNLESS NOTED
AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR
OF
ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR
CERTIFICATION.
^ `�
13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS
OR AFFIRMATIONS ARE INTENDED.
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