HomeMy WebLinkAboutGENERATOR CONCRETE PADAPR t
2 2019TnittiDepB�Dent
St. Lie County
PAD
THICKNESS
GENERATOR
,r
I
ISOMETRIC VIEW
PAD DIMENSIONS:
CONCRETE PAD
GENERATOR
GENERATOR UNIT BY
o SEPARATE SUBMITTAL
(SEE SCHEDULE FOR
H MINIMUM WEIGHT
aT I REQUIRED)
i 54"LENGTH
PLAN VIEW
CONCRETE PAD
ROAD MESH
ASTERFIBER
MAC100 3" MIN -C-4" MIN
AMERICAST GENERATOR CONCRETE PAD
GENERATOR TABLE:
(ON -GRADE APPLICATIONS ONLY)
AMEN ST
•MAIaIDIUCBAOA+•
FFD TAXIaGJQIPA2 uC@bE /59i1f050+61
51A+MMm,Ave Can Ne,s.R la9G
rLL 1rl-0N-19M F¢ T]a4i14Y0
DaelE aR.9..nw�.Hn.c".,...�nn,uNnM�?..gym"i,e,
HVHZ OR NON-HVHZ
RISK
EXPOSURE EXP
RISK
EXPOSURE EXP
RISK
EXPOSURE
(EXP)
COUNTY
I
C
D
II
C
D
III,IV
C
p
P. BEACH
150 MPH
30.44 Psf
36.94 Psf
170 MPH
39.09 Psf
47.44 Psf
380 MPH
43.83 PSI
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
36.83 Psf
44.69 Psf
175 MPH
41.43 Psf
50.28 Psf
I IRA MPH
46.80 Psf
156.80 Psf
BRAND &MODEL
CAPACITY
WIDTH
LENGTH
HEIGHT
WEIGHT
ALLOWABLE
PRESSURE
COMMENTS
Generac 005871 & 005883
10 KW
25.00"
48.00"
29.00"
387 lbs
41.43 PSf
EXP C 175 MPH &D 156 MPH
Generac 005872 & 005884
14 KW
25.00"
48.00"
29.00"
439 lbs
47.44 Psf
EXPC 186 MPH &D 156 MPH
Generac 6459, 6461, 6462
16 KW
25.00"
48.00"
29.00"
513 lbs
47.44 Psf
Generac006721
16 KW
25.00"
48.00"
29.00"
448 lbs
47.44 Psf
Generac OD5873 & 005885
17 KW
25.00"
48.00"
29.00"
4551bs
47.44 Psf
Generac 005874 & 005886
17 KW
25.00"
49.00"
29.00"
421 lbs
47.44 Psf
Generac 005875 & 005887
20 KW
25.00"
48.00"
29.00"
451lbs
47.44 Psf
Generac 006729 & 006730
20 KW
25.00"
48.00"
29.00"
516lbs
47.44 Psf
Generac 006551 & 006552
22 KW
25.00"
48.00"
29.00"
526lbs
47.44 PSf
Kohler 14RES&20RE5
14-20 KW
26.00"
48.00"
29.00"
500lbs
47.44 Psf
GE40323GE&40324GE
13 KW
35.00"
39.40"
39.00"
540lbs
39.09 Psf
EXPC 170 MPH &D 156 MPH
BE 04038215KW
15 KW
33.00"
49.00"
30.50"
484lbs
43.83 Psf
EXP C 180 MPH &D 156 MPH
GE 04037817KW
17 KW
33.00"
48.00"
30.50"
484 lbs
43.83 Psf
GE 40330GE & 40331GE
20 KW
33.00"
48.00"
30.50"
600 lbs
43.83 Psi
Briggs&Stratton 040243-0
IO KW
31.00"
32.00"
34.00"
430 lbs
43.83 Psf
Briggs & Stratton 040302-2
12 KW
33.75 "
50.00"
31.60 "
507 lbs
41.43 Psi
EXP C 175 MPH & D 156 MPH
Briggs & Stratton 040303-1
IS KW
33.75"
49.00"
31.60"
562 lbs
43.83 Psf
EXP C 180 MPH & D 156 MPH
Briggs & Stratton 040304-1
18 KW
33.75 "
49.00"
31.60 "
568lbs
44.00 Psf
Briggs & Stratton 040305-1
20 KW
33.75"
49.00"
31.60"
570lbs
44.00 PSf
Generac 7035, 7036, 7037
16 KW
25.00"
48.00"
29.00"
4G6lbs
47.44 Psf
EXP C 186 MPH & D 156 MPH
Generac 007038 & G07039
20 KW
25.00 "
48.00 "
29.00"
448 lbs
47.44 Psf
Generac 007042&7D43
22 KW
25.00"
48.00"
29.00"
466lbs
47.44 PSf
GENERATOR MOUNTING CONFIGURATION:
GENERATOR
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) #10 SS 316 SELF -DRILLING
SCREWS
F ___1 I-F
= I 2 GENERATOR
(SEE CONCRETE PAD
.�., lw SCHEDULE FOR
DIMENSIONSWEIGHT
REQUIRED)
4"
�32" WIDTH -� 54" LENGTH-}
SIDE VIEW FRONT VIEW
TO GENEW
(SEE GENERATOR SF
ANCHOR TO PAD SCHEDULE:
SUBSTRATE
DESCRIPTION
CONCRETE:
(2)-3/8"0 MEN HD
(6000 PSI
OR EQUIVALENT,
MIN.)
2-3/4" FULL EMBED
0 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'xl/e" GALV. STEEL
WASHER
RUBBER VIBRATION PAD
THICK GALVANIZED
WASHER&RUBBER
VIBRATION PAD
CONCRETE PAD -
PSI
LIGHTWEIGHT
CONCRETE PAD
X
CONCRETE MI%
6,000 PSI
N/
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
t --- 2"--t
T
i
P.E.
flu:
M. @JBATUSTO, P.E.
SIGNATURE ON SHEET 1, HIS
SHEET IB PART OF A DIGITALLY
SIGNED FILE, SHALL REMAIN IN
DIGITAL FORMAT, & PRINTED
COPIES OF THIS DOCUMEW
ARE NOT CONSIDERED SIUNEI
AND SEALED. IF HERE IS NO
DESIGN REQUIREMENTS:
EE I
ITAL SIGNATURE ONWIND
as
HIS SHEET DOES NOT
CONTAIN AN ENGINEER'S
ORIGINAL SIGNATURE & SEAL,
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION
(2017))
HIS SHEET LS A COPY DRAFT.
AT -GRADE SIGN METHOD
LID
ULTIMATE DESIGN WIND SPEED Vult = 186 mph
L..7
a
NOMINAL DESIGN WIND SPEED Vasd = 144 mphIT
0
RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A
® w M n Ll 2
EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd=
LL F- M i m OO w
0.85
U
Wff1 7LL As ujm
ENCLOSURE CATEGORY = N/A HEIGHT H - AT GROUND
W'En u N x w
W
GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H Qh = 77.56
O M au
z U "yam
Ib/ft2
x Q
w LU Lu " w
FORCE COEFFICIENT Cf = 1.44
!11 fT J, w
w-
WIND PRESSURE:
UU II. OQ C)
Zx 8�m40aff
P - Qh G Cf = 56.80 Ib/ft2 (ASD)
am N S z ID w
WW O,yJ^�wD
o who?
GENERAL NOTES
V) W'iw
1. HIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
W w
SIXTH EDITION (2017).
n
2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH
HIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A
JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
N O C
SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH
O d
HE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUALTO HE
0
DESIGN PRESSURE'ASD' CAPACITY VALUES LISTED HEREIN FOR ANY
LD J )~
fX
ASSEMBLY AS SHOWN.
3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS
J 3 w
FE1 jED
STATED HEREIN.
V Q 1� I, Y Z
4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL
+A
m
CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED.
S. CALCULATIONS MADE USING UGMW EIGHT CONCRETE 125 PCF
I , 1 ..
N
V 111
6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL
I --I z: W r 07 = O
VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR
J 1 OI n wO
TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS.
d ry ZG U
W FE
7. RESISTANCE TO SUDING OF HPAD ON THE GROUND IS NOT PART OF THIS
DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES.
K n J r7
C M O v Z
M LL
8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED &INSTALLED BY
Y Cc
OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.)
AND ARE
In
Q
ti N m
SHALL BE AS PER MANUFACTURER RECOMMENDATIONS THE
EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
O
9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS
1-9
SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, at. al.
a
INDEMNIFIES& SAVES HARMLESS THIS ENGINEER FOR ALL COST &DAMAGES
O
INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL
FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
w
a
WHICH IS CALLED FOR BY LOCAL, STATE, It FEDERAL CODES Is ROM
DEVIATIONS OFTHIS PLAN.
10. WATER-TIGHHESS OF EXISTING FINISHES SHALL BE THE FULL
G
0
$
1YW{239i
�
o S
o
u� �
RESFONSIBILIY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL
ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS
RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE
Yw7i
_
PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY
Z
WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS
LL �€
Sao
WATER-TIGHHESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING
�000
O
g g
s ..
'Mo=o
CONTRACTOR.
11. THE ROLE OF HIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY;g<w
ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE
RW
ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE
ul3
3 3
INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL
BE COORDINATED BY THE PERMITTING CONTRACTOR
F B w y
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n
6 §
12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC
PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON
a
o
¢
o
y u
CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS
¢
w
LL
uZ3 C
E
SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS
M
c
OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ASHOWN TO52
RE
-
'
ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY
SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN.
COPYRIGHT ENGIN ERwG EXIRESSa
1--3961,1
WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION.
ENGINEERING EXPRESS SHALL BE NOTIFIED AND GNEN AN OPPORTUNITY TO
REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE
INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS
SCALE: NTS UNLESS NOTEC
AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR
OF
ADDITIONS TO THIS DONMENT ARE NOT PERMITTED AND INVALIDATE OUR
CERTIFICATION.
13. EXPRESSLY PROVIDED HEREIN, NO DNS
r�lLllll
OR AFFIRMATIONS
OR AFFIRMATIONS ARE INTENDED. v�1�1jH�L./
MY