HomeMy WebLinkAboutMASTER PLAN SHEET SINGLE PAD_ 91VI I a, is r'repara
Install the � -
outdoors generator set, in lts protective enclosure,
y where adequate cooling andyentllz�tlar..�_
atwa s ave;labl�-r-�:�- The cen
° The i - - ---=)•'onsider these fators:
,Q
nsfaltatton of the
strictly with i0C IFGC generator must ccomply,
-- 38, and_NFPq 70 standards A 37, NFPA-64
NFPA -
° Install the unit where air Inlet and o
will not become obstructed b outlet openings
etc. !f Prevailing winds ,,III cause glass, snow,
drifting, considar cause biounn. --
° install the generator on high --- .., levels will not rise and end n ground where water
not operate in or be sub g This unit should
° Allow sufficient roc lected to standing water.
for maintenance and on all sides of the generator
Installed in accordance cing. This unit must be
national Gpd� Tor MInMI With
any local, state, or
structures. dEstences from other
° Clearance from the ends and must '93d
fat 0.97 front ofthe generator
bushestre s. Clearance frahis me shrubs,
generator must be a ml rance from
t back of the
��Isearanc@ at the fop should be !n (4S7 mm).
m) front a minimum of . ft
protections from the wall.Strerciure, overhang, or
° 00 NOT Install under wooden decks
unless there is at least 6 tat �' structu
above the generator. (�•52 m) °f res
cisarance
° Install the unit where rain
Sump run -Off, landscape Irrigatiogutter down spouts,roc€
P pump dtschar9e does not flood rinklers, or A
the
spray the enclosure, including any air inlet o outlet
openings. A
° Install the unit where services m
or obstructed. Includingwill not be affected Be
or covered services such as electrical,
underground, av
air condffloninexc
g, or Irrigation. Thfuel, phone, and
warmly Coverage. could a�rect
° mere $h'on9 Prevailing direction, face the g winds blow from one
the Prevailing windgenerator air inlet openings to
° Install the generator as close as
supply to reduce the length ofPossible to the fuel
THAT LAWS OR Col)eg MYpiping. REAMWBER
DiSTANCe AND LOCAT10N, in the THE
local codes regarding placernent or clearance, of
lommend following these quid
we
face. The --• " "'w,'nsualled on a level sur-
(,13 mm generator must be level within a 0.5 In
all around.
- The generator 'a-typicallyplaced o — - - --
compacted soil, crushed stone, or a ConcretePea gravel,
Pad' Check local codes to see what
required. if a concrete pad is required, Is
cable codes should be followedQufred, all appli-
d - Generators
v ldellnes for
Stationary.Air-0ooled
Ggn$rators
NFPA 37 is the
Association's The National Fire Protection
stationary standard for the Instal►atian
Spacing ry combustion engines. Its requirements llm the
a11(of an enclosed generator set from structure or
welt of s.; m a
NFPq 37, Section 4.1.E
Engines, , Engines Located � es, and their wQa#herproef housings if � atdool�:
that are installed outdoors shaft be located at least g
i7.52 ►'n) from Provided
from structuresroopenings in walls and at least 6 tat It
separations having combustible waits. (1-52 m)
conditions exist
not b@ required A minimum
where the fbIlowing
• The adjacent wall of the structure has a fire
resistance rating of at least one hour.
2• The weathe
noncombustib @j roof enclosure Is constroew of
demons materials and It has been
notfrafed that a fire within the enclosure
nctowill
sunit combustible materials Outside
the
n" X,4
A — ExPlanato
4.9.4 (2) MeansOf ateriaf
2
e Criteria was to dte
within the rrnlne the Worst case fire scenario
generator and fo determine the t
items outside the engine enclosure gnitability of
The enclosure is eonshuof@d at various die
bls
rnaterlals, and the of non-c tlances.
'dependent testing results and conclusjonsomhe
lab indicated that any fire within the
inatailation Guidelines For 8D HzAlr-Cooled Generators
generator enclosure would not nearby oor»h►fQf,�,�,._ _ pose
personnel r-- "ue, ccures, With or without fire
pons
K;R;J�) 57 M11
Low JW. sT
it
IdAM—
W£ 4 No
ominoCK
us a m erc
fture 3-
•-J::;•r�_2t Sote�yy�,i,,�earchlhsgtu%li�arking
Based on this, �u
testin
Sec 4.1.4, the,
th requirements of .
listed above are dean staliation of the NFPA 37,
back side of the ene ged to 18 in (457 mm9enerators
(�)• Far ad g rater to a statlona ) from the
the are equate malntan ry wall or building
a above the generator should be te and lea cl
m) with a minimum of 3 ft at least 5� 62
Of the enclosure, (0-91 m) at the front and ends
bushes. This includes trees, shrubs clearance Vegetation not in contpifance , and
exhaust peters could obstruct air flow, Jaddition,
growth, fumes from fee generator
See is -f _; _ could Inhibit plant
within the owner's manual for d the installation
details, drawlnr
Autornatl0 start-up* Disconnect ufflity
render unit Inoperable before work! power and Failure to do so will result In death or serious Ind
g on unit.
ry.
(00019?)
�phyxiallon- Runnln .
Poisonous noxtde, a colorless, ines produce
avoidedCarbon mono odorless
wisar�suli death or serious injury,
NOTE; If the (000103)
start as soon e►enerator is not set to arFeF:j
kancl
utili as fee battery cables b nectedntf the
at power supply is not turned off, the battery posts and cause .an a sparking can occur
xplosion.
1n9tallaHo I Guldellnes For 80 Hz Atr-Cooled Generators
C
Site Selection and
Me Preparation
° Locate the mount!
ng
- the frahsfer switch a d fuel assu close as possible f(
° Leave adequate room
access araundpthe area forservice k(check local
to ecode), and place
keep rising water from reachlne_tr,e_ enough
e_�h..---- --
and UnobstructedNspace that Will
n airflow provide adequate
° 218cletahveesun't
soairvents wo, grass, $now, won't become clogged
exhaust fumes , or debris, Verify that
eaves will not enter any building through
windows,` verntHation fans, or other
intakes (see
° Select the �•'�• air
to tYpe of base, such
impacted soil, gravel, or concrete, not limited
or as required by local taws or codes. as desired
local requirements before seleciicng• Verify Your
Material Sufficient for Level ins
° Prepare a re installation
rem) deep*nguler area approximately, , In (.127
longer (A) and approxtmat
g and Wider (a) than iee� s In (152 mm)
generator verify that foofprint of fee
generator will be mounted 1s compacted,
rfaee weer@ the and will not erode over time. A concreteerted
Poured if desired or releveled,
, , required. p2d can be
Figs Compacted►Sol/ or 0rMt 1Pad
�OTZ,' If a concrete pad Is r
federal, state, or local codes, squired, follow
all applicable
13
` \ \ GENERATOR
CO
PAD
THICKNESS
ISOMETRIC VIEW
PADDIMENSIONS:
D ENSIONS:
CONCRETE
GENERATOR
r�
= I GENERATOR UNIT BY
o SEPARATE SUBMITTAL
3 (SEE SCHEDULE FOR
N MINIMUM WEIGHT
REQUIRED)
�- 54"LENGTH
PLAN VIEW
CONCRETE PAD
ROAD MESH
MASTERFIBER 3" MIN
MAC100 �4" MIN
GROUNDS :.•i:: :.w:ar, r--,ic.i;,
50"
54"
GENERATOR TABLE:
(ON -GRADE APPLICATIONS ONLY)
AMERICAST
frww®meh�5�y mrrt
'MADH INAMIDR "vi
TeL 713-9714939FM m464C69
Emil: "e�IGdJ.a[.4tl� µ«eeeh.Aaded[Ol wha •aa
HVHZ OR NON-HVHZ
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
COUNTY
I
C
D
II
C
D
III, IV
C
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
136.83 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
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 & 005894
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 & 005897
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 "
5001bs
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 "
484 Ibs
43.83 Psf
GE 40330GE & 40331GE
20 KW
33.00 "
48.00 "
30.50 "
600 Ibs
43.83 Psf
Briggs & Stratton 040243-0
10 KW
31.00 "
32.00 "
34.00 "
430 Ibs
43.83 Psf
Briggs & Stratton 040302-2
12 KW
33.75 "
50.00 "
31.60 "
507 Ibs
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
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
1 47.44 Psf
GENERATOR MOUNTING CONFIGURATION:
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) #10 SS 316 SELF -DRILLING
SCREWS
_ TO GENERATOR
T_ r F F (SEE GENERATOR SPECS)
THICK GALVANIZED
_= GENERATOR WASHER& RUBBER
H (SEE CONCRETE PAD VIBRATION PAD
SCHEDULE FOR
DIMENSIONS & WEIGHT
� REQUIRED)
4"
T� 32" WIDTH 54" LENGTH
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.
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%" GALV. STEEL -
WASHER
RUBBER VIBRATION PAD -
J CONCRETE PAD
6,000 PSI
LIGHTWEIGHT
CONCRETE PAD X CONCRETE MIX
6,000 PSI
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 BE ARD , P.E.
PE# 0046549
03,E0120 18
_ Off.CI�D, CERTI +V.E. APDEAR's eBOW_ _ -_ __
ORDON M. OI TTISTO, P.E.
SHEET IS PART OF A DIGITALLY
SIGNED FILE, SHALL REMAIN IN
DIGITAL FORMAT, & PRINTED
COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNED
L _
AND SEALED. IF THERE IS NO
WIND DESIGN REQUIREMENTS_
DIGITAL SIGNATURE ONSHEET I
OR THIS SHEET DOES NOT
CONTAIN AN ENGINEER'S
ORIGINAL SIGNATURE & SEAL,
( BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION
(2017))
THIS SHEET IS A COPY DRAPT.
AT -GRADE SIGN METHOD
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ULTIMATE DESIGN WIND SPEED Vult = 186 mph
U p
NOMINAL DESIGN WIND SPEED Vasd = 144 mph
zo
RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A
mm ® W M M U i
m U) O
EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd=
g�
lllH
LL uJ H �y
JYinV0.85
rv^,
LL vi
W
ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND
1u1J E: (n ` V)
LU
GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT H qh = 77.56
Ib/ft2
lLJ O 2 Cw7 ce _
Z W
W" vZ'a` 5
FORCE COEFFICIENT SCANNED
Q
Q < LULL w W LL
Cf = 1.44
�11 n
W
WIND PRESSURE: BY
u`xj DQ _wt7 O
OZ m o��
}}
P= qh G Cf = 56.80 Ib/ft2 (ASD) �6 LIICIE County
11,
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GENERAL NOTES
M W 6=W
1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
% W w
0
SIXTH EDITION (2017).
--
n
2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH
THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A
-4
CD
JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
N O
SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH
M
d
THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUALTO THE
O Oz
DESIGN PRESSURE'ASD" CAPACITY VALUES LISTED HEREIN FOR ANY
J
ASSEMBLY AS SHOWN.
3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS
ILI
(/�
Q
0
W
Y
STATED HEREIN.
4, UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL
• :j Ln
Q C1 01
N
CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED.
5. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF
LLI
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M
6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL
VEGETATION, STUMPS, ROOTS, AND FOREIGN
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O0 = LU
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MATERIALS REMOVED PRIOR
_J
8
TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS.
7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT
d N
W n
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PART OF THIS
DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT
d
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VARIES.
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8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY
M
Y .
OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.)
a Ln
W
SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE
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EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
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9. 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
O
INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL
u
FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
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m
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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
CI
RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL
ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS
CI
=
LL in
in
RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE
LL
13
PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY
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LL
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0
WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS
WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING
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CONTRACTOR.
THE OF THIS
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11. ROLE 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
u� o
INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL
BY
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P
BE COORDINATED THE PERMITTING CONTRACTOR.
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12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC
PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON
W
Y
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CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS
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SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS
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OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO
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ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY
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
17-3961.1
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.