HomeMy WebLinkAboutCONCRETE PAD PAPERWORKGENERATOR I i
PAD
i \
THICKNESS
ISOMETRIC VIEW
PAD DIMENSIONS:
CONCRETE PAD
GENERATOR
i GENERATOR UNIT BY
o SEPARATE SUBMITTAL
(SEE SCHEDULE FOR
n MINIMUM WEIGHT
REQUIRED)
TJ
54" LENGTH -+
PLAN VIEW it'
CONCRETE PAD
I , L-._,�-�•-_ _
�,: v /
ROAD MESH
IASTERFIBER
L 3'MIN'
MAC100
q,;MINN:F
AMERICAST GENERATOR CONCRETE PAD
N-GRADE APPLICATIONS ONLY)
JUN 2 0 2019 I� -
AMERICAST 'f
Permitting -�-
ST. Lucie County,
']EADH INAtDmetOwt" _ '-�� S Y
FkD TA%iS011fllNl �CEtIIa F59p.10afDlAT � �•
S]W PYns4,ARP Nrne,R N9C ;
1W,T20)1-199 F¢Tl]iN6L9- - I a-
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GENERATOR TABLE:
HVHZ OR NON-HVHZ s r"
RISK
EXPOSURE (EXP)
RISK'
EXPOSURE [EXP)
RISK
EXPOSURE (EXP)
COUNTY
I
C
D
II
C
D1"
illl IVi �°
uIC-'
.D3R1
P. BEACH
150 MPH
30.44 Psf
36.94 Psf
170 MPH
39.09 Psf
47 44 Psf,
ASS MPH
43 83 Psf
53.19 Psf.
BROWARD
156 MPH
32.92 Psf
39.95 Psf
170 MPH
39.09 Psf
47.44 Psf,
,180MPH
43:83 Psf
53.19 Psssf,
MIAMI-DPDE
165 MPH
36.83 Psf
44.69 Psf
175 MPH
41.43 Psf
50.28 Psf
186 MPH
46.80 Psf
56.80 Psf
fr: .�f ',
BRAND &MODEL
CAPACITY
-
WIDTH
1 t
LENGTH
s
-HEIGHT
N''
WEIGHT;
/ALLOWABLE
J PRESSURE
COMMENTS
Generac 005871 & 005883
30 KW
25.001 '.
48 00
29i00
3871bs:
41.43 Psf
EXP C 175 MPH & D 156 MPH
Generac 005872 & 005884
14 KW
2500';
4800
29.00
43916s/'N47.44
Psf
EXP C 186 MPH & D 156 MPH
Generac 6459, 6461, 6462
16 KW
25.00"�
4800"
'29.00
`5131bs
"47:44 Psf
Generac 006721
16 KW
25.00"
4800'
29.00
�448Its
47.44 Psf
Generac 005873 & 005885
17 KW
25.00 '
48.00
29.00
455.Its
47.44 Psf
Generac 005874 & 005886
17 KW
25:00"�
44910 0
i 29.00 .
-4�21Its-
'4 P 44 Psf'^
Generac 005875 & 005887
20 KW
25.00"
r48.00..,
t29.00 -;
451•IbS-s
14744 Psf
Generac 006729 & 006730
20 KW
25.00"'"48.00
"L)29.00"
t5161bs-
�47.44 Psf
Generac 006551 & 006552
22 KW
25.00"
48.00"
'29.00"
5261bs
47.44 Psf
Kohler 14RES&20RES
14-20 KW
26.00"
49.00"
29.00"
50016s
47.44 PSI
GE 403236E&40324GE
13 KW
35.00"
39.40"
39.00"
540 its
39.09 Psf
EXP C 170 MPH &D 156 MPH
GE 04038215KW
15 KW
33.00"
48.00"
30.50"
484 His
43.83 Psf
EXP C 180 MPH &D 156 MPH
GE 04037817KW
17 KW
.00"
30.50"
484lbs
43.83 Psf
GE 40330GE & 40331GE
20 KW
.00"
30.50"
600Its
43.83 Psf
& Stratton 040243-0
10 KW
.00"
34.00"
4301bs
43.83 Psf
-Briggs
Briggs & Stratton 040302-2
12 KW
.00 "
W337550.00"
31.60 "
5071ts
41.43 Psf
EXP C 175 MPH & D 156 MPH
Briggs&Stratton 040303-1
15 KW
.00"
31.60"
562 lbs
43.83 Psf
C 180 MPH & D 156 MPH
Briggs &Stratton 040304-1
I8 KW
.00"
31.60"
568 lbs
44.00PsfEXP
Briggs&Stratton 040305-1
20 KW
.00"
31.60"
570Its
44X0 Psf
Generac7035, 7036, 7037
16 KW
2S.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 Its
47.44 Psf
Generac 007042&7043
22 KW
25.00"
48.00"
29.00"
46616s
1 47.44 Psf
la W
"` 'GENERATOR MOUNTING CONFIGURATION:
GENERATOR
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) #10 SS 316 SELF -DRILLING
T@
aka"
GENERATOR
(SEE CONCRETE PAD
ID SCHEDULE FOR
DIMENSIONS
REQUI REQUIRED)
4, n
�32" WIDTH ,I-54" LENGTH
SIDE VIEW
I
FRONT VIEW
(SEE
aw.
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 HEI T h - 7 Ib/ft2
FORCE COEFFICIENT Cf = 1.44 Nib
WIND PRESSURE: B�
P-QGENERAL NOTES -St' ude_CounW
1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED
IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE SIXTH EDITION (2017).
2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR
USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER
SEPARATE CERTIFICATION ON AJOB-SPECIFIC BASIS IN
ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC
LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH
THE APPLICABLE BUILDING CODE 'SHALL BE LESS THAN OR
EQUALTO THE DESIGN PRESSURE "ASD" CAPACITY.YALUES
LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN:
3. DIMENSIONS ANDiWEIGHT OF UNITS SHALL',CONFORM TO
SPECIFICATIONS STATED HEREIN� '` /'-' '
ANCHOR TO PAD SCHEDULE: 4. UNITS MUST BE CENTERED ONAAD WITH OPPOSITE SIDES
ISUBSTRATE i DESCRIPTION
CONCRETE:R)-3/e°0 TLTEN 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
I/e" SIMPSON TITEN HD,
SEE ANCHOR SCHEDULE
2'x3'x%fi GALV. STEEL -
WASHER
RUBBER VIBRATION PAD -
•••,VIBRATION PAD,I 1 , \ �� Z
CONCRETE PAD -
'�-
6,000 PSI
LIGHTWEIGHT
CONCRETE MIX F
CONCRETE PAD 1 /'
6,000 P51 ✓ Nf
`
LIGHTWEIGHT MASTERFIBER
`>
MAC 100 J
& ROAD MESH
t y fCONCRETEMIN I (, i"",L��! I � �
FOAM CORE
a i.,.,y DISTANCE DEPEND ON BASE LENGTH, NO LESS THAN 2".
IEDCATOR
2. X DISTANCE 3" FROM UNIT T EDGE TO CLIP.
2
3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, ry0 LESS THAN
'
ANCHOR REQUIREMENTS
HAVING EQUAL CLEARANCE A,MINIMUM DISTANCE FROM UNIT
TO PAD EDGE IS SPECIFIED.
5. CALCULATIONS MADE USING LIGHT -WEIGHT ONCRETEI2S PCF
6. THE AREA UNDER CONCERETESLAB ON.GROUND SHALL HAVE
ALL VEGETATION, STUMPS, ROOTSi,A.NMFOREIGN MATERIALS
REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS
VERIFIED BY OTHERS. I("""s9Fro iE`= ')IJq 41 ^
7. RESISTANCE TO,SEIDING OFJTHE PAD C T-HEGROUND�ISINOT
PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD
PLACEMENT VARIES_--:;�k
8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED &
INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS
(CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER
MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS
NNTITY PER LONG SIDE
AS
RESPONSIBILITY OF THE CONTRACTOR.
AND EDGE DISTANCE
9, ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL
WISHES, IF
DESIGN AS SHOWN ONLY. USE OFTHIS SPECIFICATION BY
CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS
IMUM.EDGE DISTANCE
ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES
I ANCHOR SCHEDULE.
SPACING TO
& APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,
T ANCHORS.
hr'A
SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
iUFACTURER'S
WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES &
IN INSTRUCTIONS TO
FROM DEVIATIONS OFTHIS PLAN.
:HOR9.,
10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL
RESPONSIBILITY OF THE INSTALLING CONTRACTOR.
CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED
WATERPROOFING MEMBRANE IS RESTORED AFTER
"L8 R fi ,r--
FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED
)+•-=S 3?y� 4 ;
HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY
WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS
WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF
THE INSTALLING CONTRACTOR.
11. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF
SPECIALTY ENGINEER AND NOTTHE ENGINEER OF RECORD.
CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL
' BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING
SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED
_
BY THE PERMITTING CONTRACTOR. �""--
12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN -TO ANY
SPECIFIC PROJECT SITE. INFORMATION CONTAINED'HEREIN IS
RA R UPPL D TA AND MEASUREMENTS
B ED ON CONY CT
O S IED A -
ENGINEERING EXPRESS SHALL' NOT BE HELD RESPONSIBLE OR
LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA
rI OR MEASUREMENTS DIMENSIONS ARE SHOWN TO ILLUSTRATE
- DESIGN FORCES AND OTHER'DESIGN CRITERIWTHEY MAY
`T VARY SLIGHTLY, BUT-MUSTREMAIN WITHIN THE LIMITATIONS
SPECIFIED HEREIN. WORK SHALL BE FIELD VERIFIED BY
OTHERS PRIOR TO CONSTRUCTION ENGINEERING EXPRESS
SHALL BE NOTIFIED AND * LGIVEN AN OPPORTUNITY TO
REEVALUATE OUR WORK UPONIDISCOVER.Y OOF ANYj I\. a�--
�2"-} INACCURATE INFORMATION PRIORTO MODIFICATION OF
EXISTING FIELD CONDITIONS*AND,_ABRICATION AND "
INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS
TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE
OUR CERTIFICATION.
13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
NK. L.7_7�kQrj4li
BEN.NARDDO, P.E.
I
NK L BEBENNARDO, P.E.
,.
6549
10 FORt EEIT Ub
ICE:!FTHISIS SDOE
ORIG
r CONTAIN AN ORIGINAL
'NATURE &ENGINEER SE
HERE 15 A OIGUAL
NATURE ON SHEET 1, THIS
iET IS PART OF A DIGUALLI
NED FILE, SHALL REMAIN It
UAL FORMAT, & PRINTED
•IES OF THIS DOCUMENT
"e NOT CONSIDERED SIGN
D SEALED, IF THERE IS NO
UAL SIGNATURE ON SHEET
THIS SHEET DOES NOT
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