HomeMy WebLinkAboutConstruction PlansAMERICAST GENERATOR CONCRETE PA®
RECEIVED
(ON -GRADE APPLICATIONS ONLY)
MAR 05 "�70
\ \ GENERATOR I / /
T \ / r ' ST. Lucie County, Permitting
Y'/
lyr0
PAD
THICKNESS
PAD DIMENSIONS:
CONCRETE PAD-�
GENERATOR -
ISOMETRIC VIEW FILE C®
GENERATOR TABLE:
x GENERATOR UNIT BY
a I SEPARATE SUBMITTAL
`3 (SEE SCHEDULE FOR
MINIMUM WEIGHT
REQUIRED)
FY
54" LENGTH
PLAN NEW
CONCRETE PAD
ROAD MESH
ASTERFIBEIR3' MIN
MACI00 -,j:-4" MIN
50"
54"
W
S
�-32" WIDTH
SIDE VIEW
•EEAIIH D4Akl�IOA;•
PAvrAxAuaavRT v�®asaxnwim
nmF.maAK ]onNas,n I49n
TY, T/SyfF199F¢ TI34NOID9
FrmtE
HVHZ OR NON-HVHZ
RISK
EXPOSURE
(EXPI
RISK
EXPOSURE (EXP)
RISK
EXPOSURE
(EXP)
COUNTY
I
C
D
it
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 PSI
180 MPH
43.83 Psf
53.19 Psf
I-DADE
165 MPH
36.83 Psf
44.69 Psf
175 MPH
41.AR Psf
50.28 Psf
186 MPH
46.80 Psf
56.80 Psf
BRAND &MODEL
CAPACITY
WIDTH WIDTH
LENGTH
HEIGHT
WEIGHT
PRESSURE
COMMENTS
Generac 005871 & 005883
10 KW
25.00"
48.00"
29.00"
387Its
41A3 PSI
EXP C 175 MPH & D 156 MPH
Generac 005872 & 005894
14 KW
25.00"
48.00"
29.00"
439 Its
47.44 PSI
EXP C186 MPH &D 156 MPH
Generac 6459,6461, 6462
16 KW
25.00"
48.00"
29.00"
513 Its
47.44 Psf
Generac OD6721
16 KW
25.00"
48.00"
29.00"
448lbs
47.44 Psf
Generac 005873 & 005885
17 KW
25.00"
48.00"
29.00"
455lbs
47.44 Psf
Generac 005874 & 005886
17 KW
25.00"
48.00"
29.00"
421 Has
47.44 Psf
Generac 005875 & 005887
20 KW
25.00"
48.00"
29.00"
451 lbs
1 47.44 PSI
Generac 006729 & 006730
20 KW
25.00"
48,00"
29.00"
516 Its
47.44 PSI
Generac 006551 & 006552
22 KW
25.00"
48.00"
29.00"
5261bs
47.44 Psf
Kohler 14RE5&20RES
14-20 KW
26.00"
48.00"
29.00"
500 lbs
47.44 PSI
GE 40323GE & 40324GE
13 KW
35.00"
39.40"
39.00"
S401bs
39.09 PSI
EXPC 170 MPH &D 156 MPH
GE 04038215KW
15 KW
33.00"
48.00"
30.50"
4941bs
43.83 PSI
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"
600lbs
43.83 Psf
Briggs& Stratton 040243-0
10 KW
31.00"
32.00"
34.00"
430lbs
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"
562 Its
43.83 Psf
EXP C 180 MPH o_ D 156 MPH
Briggs & Stratton 040304-1
18 KW
33.75"
49.00"
31.60"
568 HIS
44.00 PSI
Briggs&Stratton 040305-1
20 KW
33.75"
49.00"
31.60"
5701bs
44.00 Psf
Generac 7035, 7036,7037
16 KW
25.00"
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"
448 HIS
47.44 Psf
Generac 007042&7043
22 KIN
25.00"
48.00"
29.00"
46616s
47.44 PSf
ANCHOR TO PAD SCHEDULE:
ISUBSTRATE I 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.
1
GENERATOR
-T
ATTACHMENT BASE,
ST.LUCIE COUNTY
pLAN REVIEW GENERATOR MOUNTING CONFIGURATION:
VARIES WITH MODEL
SEE GENERATOR SPECS
GENERATOR
Y." SIMPSON THEN HD, -
GENERATOR ATTACHMENT BASE
SEE ANCHOR SCHEDULE
BLDG,:� OR SIMPSON A24 ANGLE BRACE
W/ (4) #SO SS 316 SELF -DRILLING
2"X3°X%" GALV. STEEL
WASHER
DATE-
SCREWS
RUBBER VIBRATION PAD
(7¢)
TO GENERATOR
E
(SEE GENERATOR SPECS)
D TE:
%° THICK GALVANIZED
L� GENERATOR
F�iLUM6
WASHER& RUBBER
VIBRATION PAD
%
U, (SEE CONCRETE PAD
1
` CONCRETE PAD
II(D SCHEDULE FOR
6,000 PSI
DIMENSIONS & WEIGHT
LIGHTWEIGHT
CH- REQUIRED)
CONCRETE PAD
x CONCRETE MIX
/�
PSI /
4' ATE:
TWEE
LIGHTWEIGHT i
MASTERFIBER MAC 100 ��j.
CONCRETE MIX
& ROAD MESH i%�j
FOAM CORE -�
NOTES:
f54" LENGTH
1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH,
NO LESS THAN 2'.
2. X DISTANCE 3' FROM UNIT EDGE TO CLIP.
FRONT VIEW
3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN
ANCHOR REQUIREMENTS
V
� 2"
D,GDFA9Tx
MUD FOR I i
NOTICE: IF S SHEET DOE$
1
NOT CONTAIN AN ORIGINAL
SIGNATURE &ENGINEER SEAT
IF THERE IS A DIGITAL
SIGNATURE ON SHEET I, THIS
WIND DESIGN REQUIREMENTS_
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION
SHEET IS PART OF A DIGITALLY
SIGNED ERE, SHALL REMAIN IN
(2017)) 1
DIGITAL FORMAT, & PRINTED
AT -GRADE SIGN METHOD
COPIES OF THIS DOCUMENT
ARE NOT CONSIDERED SIGNET
ULTIMATE DESIGN WINDSPEEDVUR=-186-mph - - - . -- -. -- -
AND SEALED. IFTHERE IS NO
NOMINAL DESIGN WIND SPEED VasA = 144 mph
DIGITAL SIGNATURE ON SHEET I
OR THIS D NOT
IS SAE
RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A
ET M
EXPOSURE CATEGORY =D WIND DIRECTIONALITY FACTOR KO=
ORIGINAL SIGNATURE&SEAL,
0.85
THIS SHEET IS A COPY DRAFT.
Ui
0 N
N
ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND
GUST EFFECT FACTOR - 0.85 PRESSURE AT HEIGHT H qh = 77.56
'7
0 It
Ib/ft2
L
2
'i ITp
FORCE COEFFICIENT Cf = 1.44
ET r®F�
LWL
LU m & Ow', O
WIND PRESSURE:
uI
U��m�Nm
LL
P= qh G Cf = 56.80 Ib/ft2 (ASO)
W -CO F i
LL U) ^x w
ZO
.=mL9ax
wW< =xs
GENERAL NOTES
f11tQFT
UAL
~>a mmw¢
yQ.Q W owl7-.
1. THIS SYSTEM HAS BEEN
Z
K
DESIGNED AND SHALL BE FABRICATED IN
^
O u
L7 m
0 n w
ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
W W
�T
N
W
U
SIXTH EDITION (2017).
0
W e. Z
2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH
THIS
>
0"
SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A
CI
JOB -SPECIFIC BASIS IN ACCORDANCE
V)
Of 2 W
WITH THE GOVERNING CODE
SITE-SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH
O
III'
W w
THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUALTO THE
"ASO"
O
Q
DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY
y.q
ASSEMBLY AS SHOWN.
3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPEOFICATIONS
n
STATED HEREIN.
•�
4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL
N O
CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED.
O a Z
S. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 12S PCF
O
6. THE AREA UNDER CONCERETE SUB ON GROUND SHALL HAVE ALL
(9 W
VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR
TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS.
/N
3
7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT
I Q J to
V
z_ yT
Y
PART OF THIS
DOCUMENT
IL yl
t
N
AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES.
Q Q LLI M
N
a. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY
OTHERS. ALL SPECIFICATIONS
AAND NTHE �C)
U U
N
SHALL BE AS PER MANUFACTURER RECOMMENDATIONS ARE
EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
f,.�-/I W N
J p
0 = N`
N U)
9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS
Idi
y F N
W
O
C ZQ U
SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, eL al.
INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES
K
m 0 v
LL
Z
INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL
m
Y 0
FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THATUl
WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODS & FROM
.ny f no
DEVIATIONS OFTHIS PUN.
NT
LU
10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL
p
RESPONSIBILITY OF THE INSTALLING CONTRACTOR CONTRACTOR SHALL
ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS
O
RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE
Li
PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY
m
WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS
WATER -TIGHTNESS SHALL BE THE FULL RESMNSISUMY OF THE INSTAWNG
CONTRACTOR.
Q
DODO
\
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gin
11. THE MILE OFTHIS ENGINEER FORTHIS PROJECT IS THATOF SPECIALTY
ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE
Y
w m
Inc
c 7 m
ARCHJIECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE
S
D
INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL
BE COORDINATED BY THE PERMITTING CONTRACTOR.
¢z
`Fuo
12. THIS DOCUMENT IS GENERIC AND DOS NOT PERTAIN TO ANY SPECIFIC
000
IZ
PROJECT SHE. INFORMATION CONTAINED HEREIN IS BASED ON
D
5 S
g
CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS
3 0
SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS
OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO
o
ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY
SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED
HEREIN.
WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION,
B
y
ENGINEERING EXPRESS SHALL BE NOTIFIED AND GNEN AN OPPORTUNITY TO
Y
w o
o
u w
REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE
Q
m
INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS
W
pm
Ms
B
AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR
i
ADDITIONS TO THIS DOCUMENT ARE NOT PERMTITED AND INVALIDATE
CERTIFICATION.
COPYNGM FNGINEENNG E%iRF55
13. EXCEPTASEXPRSSLYPROWDEDHERON, NOAODITIONALCERTIFICATIONS
17-3961.1
OR AFFIRMATIONS ARE INTENDED.
WN - I Cd
> s
lour MGGM
sox ... ,. ...
Optional Load Calculation
Heat Larger Than Air
) �� SF x 3VA Living only
(2) Small appliance ckts @ 1500VA each
Refrigerator @ 15oo
Refrigerator;@ 150o
Freezer @ 1500
Washing Machine @ 15oo
Dishwasher @ iso0
Disposal @ 1500
Mini Sewer @ 1500
Clothes Dryer, @ 5000
Range @ 12000
Water heater .@ 4500
Fixed microwave @ 1500
Vacuum @ 1500
Trash compactor @ 1500
Pool Heater @ 'name plate'
Spa @'name plate'
Motors 746VA per HP
Garage Door Opener
1) Total
2) First 10 KVA of general load @ 100%
3) Subtract line 2 from 1
4) Multiply line 3 @ 40%
5) Add lines 2 and 4
6) 60/50amp breaker for heat (10000)
7) 40/30amp breaker for heat (5000)
s) Total heat -Add lines 6 and 7
9) Multiply line 8 @ 65% '
10) Add lines 5 and 9
11) Divide line 10 by 240
Summary:
[Lillnell
Is the total KW
is the total Amps
3000
-_ 1S00
__ L5
- L•4
'—
/1) L166
)0,66n
13,7RU
_ lOOo6
l 6, 006
FILE C®p y
ST.LUCIE COUNTY
PLAN REVIEW
BLDG:
DATE:
ELEI
DATE:3-/2-Z"a
PLUMB:
DATE:
MECH:
DATE:
--- �,o/� (eeneratorSize Needed)
_ I y. % (Breaker Size 9Veeded)
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