HomeMy WebLinkAboutGENERATOR CONCRETE PADAMERICAST GENERATOR CONCRETE PAD
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GENERATOR--
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w I ,
PAD
THICKNESS \ L
PAD DIMENSIONS:
CONCRETE PAD
GENERATOR -
r
w
GENERATOR UNIT BY
SEPARATE SUBMITTAL
(SEE SCHEDULE FOR
MINIMUM WEIGHT
REQUIRED)
54"LENGTH
PLAN VIEW
CONCRETE
ROAD MESH-
ASTERFIBER.
MACIO0
MI �--54„
Y
W�
n
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�--32" WIDTH
3" MIN
MIN
k0AGTH
GENERATOR TABLE:
(ON -GRADE APPLICATIONS ONLY)
AMERICAST
•DUPH INwJIffi�awr
HVHZ OR NON-HVHZ
COUNTY
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
RISK
EXPOSURE
(EXP)
I
C
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
380 MPH
43.83 Psf
53.19 Psf
BROWARD
156 MPH
32.92 Psf
39.95 Psf
170 MPH
39.OS Psf
47.44 Psf
180 MPH
43.83 Psf
53.19 Psf
IN I-DADE
165 MPH
36.83 Psf
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
Generic 005871 & 005883
10 KW
25.00 "
48.00 "
29.00 "
3871bs
41.43 Psf
EXP C 175 MPH & D 156 MPH
Generac 005872 & 005884
14 KW
25.00"
48.00"
29.00"
43916s
47.44 Psf
EXP C 186 MPH & D 156 MPH
Generac 6459, 6461, 6462
16 KW
25.00"
48.00"
29.00"
51316s
47.44 PSI
Generac 006721
16 KW
25.00"
48.00"
29.00"
448 lbs
47.44 PSI
Generac 005873 & 005885
17 KW
25.00"
48.00"
29.00"
455 lbs
47.44 Psf
Generac 005874 & 005886
17 KW
25.00"
48.00"
29.00"
421 his
47.44 Psf
Generac 005875 & 005887.
20 KW
25.00"
48.00'.
29.00"
451 His
47.44 Psf
Generac 006729 & 006730
20 KW
25.00"
48.00"
29.00"
516 His
47.44 Psf
Generac 006551 & 006552
22 KW
25.00"
48.00"
29.00"
526 HIS
47.44 PSI
Kohler 14RES&20RE5
14-20 KW
26.00"
48.00"
29.00"
5001bs
47.44 Psf
GE 40323GE & 40324GE
13 KW
35.00"
39.40"
39.00"
540lbs
39.09 PSf
EXP C 170 MPH &D 156 MPH
GE 04038215KW
15 KW
33.00"
48.00"
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 PSf
Briggs& Stratton 040243-0
10 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 Psf
EXP C 175 MPH & D 156 MPH
Briggs & Stratton 040303-1
15 KW
33.75"
49.00"
31.60"
5621bs
43.83 PSf
EXP C 190 MPH & D 156 MPH
Briggs & Stratton 040304-1
18 KW
33.75 "
49.00 "
31.60 "
1 5681bs
1 44.00 Psf
Briggs & Stratton 040305-1
20 KW
33.75"
49.00"
31.60"
5701bs
44.00 Psf
Generac 7035, 7036, 7037
16 KW
75.00"
48.00"
29.00"
4061bs
47.44 Psf
EXP C 186 MPH & D 156 MPH
Generac 007038 & 007039
20 KW
25.00"
48.00"
29.00"
448lbs
47.44 PSf
Generac 007042&7043
22 KW
25.00"
48.00"
29.00"
466lbs
47.44 Psf
GENERATOR MOUNTING CONFIGURATION:
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) *10 SS 316 SELF -DRILLING
SCREWS
O TO GENERATOR
(SEE GENERATOR SPECS)
GENERATOR
_
(SEE CONCRETE PAD
w
SCHEDULE FOR
DIMENSIONS & WEIGHT
--
-
REQUIRED)
.4"
I
n
n
i54"LENGTH
SIDE VIEW FRONT VIEW
GENERATOR
ANCHOR TO PAD SCHEDULE:
SUBSTRATE
DESCRIPTION
CONCRETE:
(2)- /8"0 MEN No
(6PSI
LEN
MIN
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.
5. FOLLOW MANUFACTURER'S
INSTALLATION INSTRUCTIONS TO
INSTALL ANCHORS.
GENERATOR
ATTACHMENT BASE,
VARIES WITH MODEL
SEE GENERATOR SPECS
a%- SIMPSON TITEN HD,
SEE ANCHOR SCHEDULE
2"x3"xl%" GALV. STEEL -
WASHER
RUBBER VIBRATION PAD -
I/a" THICK GALVANIZED
WASHER& RUBBER �
VIBRATION PAD
-
CONCRETE PAD m
6,000PSI PSn
CONCRETE PAD X
6,000 PSI `
LIGHTWEIGHT /
CONCRETE MIX //`,"�j/ii�
a
LIGHTWEIGHT f MASTERFIBER MAC 100
CONCRETE MIX
& ROAD MESH
NOTES:
FOAM CORE �Z
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
(']1
-0 � 1,
RECEIVES -�
- FE 224-2019
ST. Lucie County, Permitting
G WIND DESIN REQUIREMENTS-
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION
(2017))
AT -GRADE SIGN METHOD
ULTIMATE DESIGN WIND SPEED Volt = 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 Of = 1.44 SCANNED
WIND PRESSURE: BY
= qh G Cf = 56.80 Ib/R2 (ASO)
GENERAL NOTES St. Lucie County
ENNARDO, P.E.
59
018
P.EMPEl45 B9W1
MAD AMSTO, RE.-
ATURE ON SHEET 1, THIS
T Is PART OF A DIGITALLY
ED FILE, SHALL REMAIN IN
DAL FORMAT, & PRINTED
[ES OF THIS DOCUMENT
NOT CONSIDERED SIGNET
SEALED. IF THERE IS NO
rAL SIGNATURE ON SHEET 1
1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
SIXTH EDITION (2017). YUJI
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
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SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH
2 ZO
THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE
O
DESIGN PRESSURE'ASD' CAPACITY VALUES LISTED HEREIN FOR ANY
LD U,
ASSEMBLY AS SHOWN.
3. DIMENSIONS AND WEIGHT OF ONUS SHACONFORM TO SPECIFICATIONS
LL
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CC -i W
�'
STATED HEREIN.
V I Q J C1
4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL
Q O ti
F
CLEARANCE. A MINIMUM DISTANCE FROM UNITTO PAD EDGE IS SPECIFIED.
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M
5. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF
U
W
6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL
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D7 2 O
VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR
J It
n N O
TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS.
Q ry
W d N
M U
7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS
N
J
DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES.
S CD O
LL V
Z
B. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY
`
1e De
OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.)
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Q
f
SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE
EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
W Q Q
9. ENGINEER SEAL AFFIXED HERETO VALIDATES STR MRAL DESIGN AS
U, < p
SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, a. al.
^a,
INDEMNIFIES& SAVES HARMLESS THIS ENGINEER FOR ALL COST &DAMAGES
O
INCLUDING LEGAL FEES &APPELLATE FEES RESULTING FROM MATERIAL
LL
FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM
DEVIATIONS OF THIS PLAN.
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10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL
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F a
RESPONSIBILITY OFTHE INSTAU.ING CONTRACTOR. CONTRACTOR SHALL
ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS
Z
RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE
x
PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY
0
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z
3000
WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS
WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OFTHE INSTALLING
m�
CONTRACTOR.
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11. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY
m
ENGINEER AND NOT THE ENGINEER OF RECORD. CONS EQUENTLY, THE
ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE
�mJ
INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL
Coo qg
BE COORDINATED BY THE PERMITTING CONTRACTOR,
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12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC
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PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON
CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS
m
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SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS
OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO
W i
o S
:� @d-
ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY
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
REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE
INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS
SCALE: NITS UNLESS NOTEI
AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR
OF
ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR
CERTIFICATION.
13. PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS
EPT ASAFFIRMATIONS
JT
OR
OR AFFIRMATIONS ARE INTENDED.
TIONSAR
�rlLJlll
L
Site Selection and Preparation
trstall floe generator set, in its protective enclosure,
cunoors where adequate 000llng and ventilating air is
41"aYe available (Hein-e g?). Consider these factors:
_ °The insfalla ion of -the generator must comply
strictly with ICC iFGG, WPA 37, NFPA 54 NFPA
Boa, and NFPA 70 standerds.
° install the unit where air inlet and otitlef openings
will not become Obstructed by leaves, grass, snow,
etc. If prevailing winds will cause blowing or
drfiiing, consider using a windbreak to protect the
unit.
° install iEr
The generator roust be instilled on a level sur
face. 1 he generator must be level Whyn a 0.5 in
(13 mm) all around.
— The generator is typically placed on pea gravel,
compacted sail, orLieW stone, or Concrete
Pad- Check local codes to see what type is
required. If a concrete pad is required, all apptE-
cable codes should be Wawa
friswiation euidefin'33 tar 5taf3or-Or sAir-00018d
OV"Offi$irS
e generator on high ground where water NFPA 37 Is the The National Fire Proteciion
levels will not rise and endangerit. This ung should Associatlon's standard for the installation and use of
not operate fn or be subjected ii standing water. stationary combustion engines. Its requirements limit the
° A.11ow sufficient room on all sides of the generator spacing Of an enclosed generator set from a structure he
ter maintenance and servicing This unit must be �l (F{guee xj)or
installed in accordance M-th any local, state; or NFPA 37, Section 4.9.4, Engines Located �utd9015:
na enef c9de4 fir Intnrinum di lees kem other Engines, and their W thetpt�nf .heun ngs i€ out ( a,
6tnrefures, that are installed outdoors shall be located at feast 5 ft
Clearance frcm the ends and front of the generator (1.52 m) fiom
mast be 3 it (0.91 m). This includes shrubs, from sfivctures Coined in wails and at least � fr (7,� m)
Wailes, and trees. Clearance from the back of having combustible wags. A minimum
generator must be a minimum of 48 in (457 ram). separation shall not be required where Etta following
cOnddions exissc
Clearance at the fop should be a minimum of . it 1, The adjacent wail of the structure has a fire
(f .52 m) from any structure, overhang, or reslsfance ruing Of least one hour
projections from the wall
' SC NOT install under wooden 2. The weatherproof enclosure is constructed of
unless there is at least b it 1.gs o= structures no
noobustibie materials and it has
above the ( m) o, clearance frated that a fire within the e4wosureWill
generator, not ignite combustible
° Install the ❑nit where rain enclosure. materials outside the
run -of€, landscape Irrigation
spouts, roc.
A ge des water d the leis, or Annex Mipjanatory k7aterlal
SUMP pump discharge does not flood lire unit or
sprat' the enclosure, includinganyafrInletoro t o A4.1'4 (z) Means of demonstratin co
openings, means of full scale rTre test or by calculationrg��u�tesy
install the unit where services will not be affected $ecause of thend, limifad spaces that are frequently
or obsfruefed, including concealed available nr insialWon, it has a that
or cOvered services such as elecfrjaeE fuel, prone, a cepfion {2) would be beneficial form apparent that
air conditioning, or irrlganon. This could aired and commercial installations. fltft,h fhata n d the
warrantyrlflveraga manuFaotwer contracted
° Mere strong prevailing winds blow from one
direction, face the generator air wat openings to
the prevailing winds.
° Ensiallthegenerdorasclose asPossible tofhe;irel
supply to reduce the length of piping. RENEWER
THAT l "Wa OR CODES MAY REGULATE TrIE
D19TANCE AM LOCATION. In the absence of
local codes retarding placement or clearancerwe -
- re00
laborato with an independent testing
ry to run fall scale fire seats to assure that rite
enclosure will not ignite combustible materials outside
the enclosure
lilt -a .• Southwm Research institute &-sting approves
4& En (457 mm) instaliafion minimum from structure
Atz" may, G), southwest Research frailfute is a
recogn zed third party testing and listing
nationaagency,
mmend foltowlpg {hese guidelines: The grlferia was to determine the w9rst case ire scerratso
Install the itch. for as close as possible to the within the generator and to -determine me
CODEftansl'switch. P=RE Si_R 7HATL4trvS OR items oufsfde fhe engine encbsu(4n�Efabriv of
�o
CODES NLgYf Gt1LgT THE g131A�10EANn The enclosure is constructed of non-combusmie
LOCATION. Materials, and the results and conclusions o
hWependent testing 1
12