HomeMy WebLinkAboutGENERATOR CONCRETE PADail '3S
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AMERICAST GENERATOR CONCRETE PAD
(ON -GRADE APPLICATIONS ONLY)
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5300 Ptlnkno Ave. Part 11M FL 3012
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HVHZ OR NON-HVHZ
COUNTY
RISK
EXPOSURE (EXP)
RISK I
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
I
C
I D
II (
C
D
III, IV
C
I D
P. BEACH
150 MPH
30.44 Psf
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
36.83 Psf
44.69 Psf
175 MPH
41.43 Psf
50.28 Psf
1186 MPH
46.80 Psf
56.80 Psf
TCIIAAC MTI %1TM%A/
PAD DIMENSIONS:
CONCRETE GENERATOR
Fa
= GENERATOR UNIT BY
o SEPARATE SUBMITTAL
3 (SEE SCHEDULE FOR
co04 MINIMUM WEIGHT
REQUIRED)
54" LENGTH
PLAN VIEW
CONCRETE PAD
ROAD MESH
MASTERFIBER 3" MIN MAC10MIN
0
GROUNDS i::.ir:.n,.;;.nv:::,
50"
54"
GENERATOR TABLE:
BRAND &MODEL
CAPACITY
WIDTH
LENGTH
HEIGHT
WEIGHT
ALLOWABLE
PRESSURE
COMMENTS
i
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
2S.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 "
S16 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
1S 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 "
484 Ibs
43.83 Psf
GE 40330GE & 40331GE
20 KW
33.00 "
48.00 "
30.50 "
_600Jbs_
430 Ibs
--43.83-Psf-
43.83 Psf
Briggs & Stratton 040243-0
10 KW
31.00 "
32.00 "
34.00 "
Briggs & Stratton 040302-2
12 KW
33.75 "
50.00 "
31.60 "
507 Ibs
41.43 Psf
EXP C 17S MPH & D 156 MPH
Briggs & Stratton 040303-1
15 KW
33.75 "
49.00 "
31.60"
S62 Ibs
43.83 Psf
EXP C 180 MPH & D 156 MPH
Briggs & Stratton 040304-1
18 KW
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
Generac 007038-&-007039--20-KW--25:00"
8:00"
29:00"
-448-Ibs-
47:44-Psf--EXPC186MPH-&D-156MPFT
Generac 007042 & 7043
22 KW
25.00 "
1 48.00 "
29.00"
466 Ibs
1 47.44 Psf
GENERATOR MOUNTING CONFIGURATION:
GENERATOR
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) #10 SS 316 SELF -DRILLING
O SCREWS
T Y TO GENERATOR
T 3/B" (SEE GENERATOR SPECS)
i Ii
F- = GENERATOR THICK GALVANIZED
WASHER& RUBBER
VIBRATION PAD
i
(SEE CONCRETE PAD
w_ w SCHEDULE FOR
DIMENSIONS & WEIGHT
REQUIRED)
N I I
4" _ L� I
El
(N - 32" WIDTH 54" LENGTH -�
v
g SIDE VIEW FRONT VIEW
N
O
CONCRETE PAD
6,000 PSI
LIGHTWEIGHT
CONCRETE MIX
8,CAN N E
BY
jU 'Ucf_ Cn,
ANCHOR TO PAD SCHEDULE:
SUBSTRATES DESCRIPTION I
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 SID
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.
5.
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"x3/8" GALV. STEEL
WASHER
RUBBER VIBRATION PAD
CONCRETE PAD
6,000 PSI
X LIGHTWEIGHT
CONCRETE MIX
MASTERFIBER MAC 100
& 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. BEN DO, P.E.
PE# 0046549
0 3,�0 _220018
IF CHEO(ED, CER G P.E. APPEARS BELOW
RDON M. I ATTISTO, P.E.
82328c o r .,..,.,..
I
WIND DESIGN REQUIREMENTS-
(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 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
I b/ft2
FORCE COEFFICIENT Cf = 1.44
WIND PRESSURE:
P = qh G Cf = 56.80 Ib/ft2 (ASD)
GENERAL NOTES
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 SIGNED
AND SEALED. IF THERE IS NO
DIGITAL SIGNATURE ON SHEET 1
OR THIS SHEET DOES NOT
CONTAIN AN ENGINEER'S
ORIGINAL SIGNATURE & SEAL,
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1.
THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
W
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ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
tD
WN
SIXTH EDITION (2017).
2.
REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH
THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A
H
JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
N O C3
SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH
_
THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE
"ASD"
o_ d
DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY
J E
ASSEMBLY AS SHOWN.
LLI
E 3.
DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONSW
STATED HEREIN.
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4.
UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL
CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE
Q
W
Y
In =
M
IS SPECIFIED.
CALCULATIONS LIGHTWEIGHT CONCRETE 125-PCF - - -
(r �0-
-U- Ce
i-
- W I/)'
-5.
6.
_
THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL
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of
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VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR
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7.
TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS.
RESISTANCE TO SLIDING
W a N
p Z U
OF THE PAD ON THE GROUND IS NOT PART OF THIS
DOCUMENT
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8.
AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES.
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Z
ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY
Y 0- p
OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.)
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UJ
SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE
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EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
-ENGINEERSEAL-AFFIXED-HERETO-VALIDATES-ST-RUCTURAt-DESIGN-AS -- _
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(W7
SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, at. al.
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
WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM
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y
DEVIATIONS OF THIS PLAN.
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10.
WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL
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i�
RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL
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ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS
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o
RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE
m
PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY
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LL
WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS
WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING
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CONTRACTOR.
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11.
THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY
d'i
ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE
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ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE
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12.
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INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL
BE COORDINATED BY THE PERMITTING CONTRACTOR.
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 NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS
OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO
ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY
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COPYRIGHT ENGINEERING EXPRESS
SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN.
WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION.
ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO
1 �-
2"
REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE
INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS
AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR
SCALE: NTS UNLESS NOTED
^
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.
~rILJIII
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