HomeMy WebLinkAboutConstruction Plans; Concrete PadGENERATOR
� I
x
I Y I \
PAD
THICKNESS
PAD DIMENSIONS:
CONCRETE PAD
GENERATOR
x
GENERATOR UNIT BY
F-
SEPARATE SUBMITTAL
3 (SEE SCHEDULE FOR
N MINIMUM WEIGHT
REQUIRED)
} 54" LENGTH
PLAN VIEW
CONCRETE
ROAD MESH-
MAC100
GROUND-
ISOMETRIC VIEW
3" MIN ion MIN
AMERICAST GENERATOR CONCRETE PAEkE Co
(ON -GRADE APPLICATIONS ONLY)
GENERATOR TABLE:
ON
AMERICAST
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S PL PLAN
REEVIUEW
SLOG:
DATE-�,[� J
UMB;
HVHZ OR NON-HVHZ
RISK
EXPOSURE EXP
RISK
EXPOSURE EXP
RISK
EXPOSURE
EXP
COUNTY
I
C
1 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
ITO MPH
43.83 Psf
53.19 PSI
BROWARD
156 MPH
32.92 Psf
139.95 Psf
1170 MPH
139.09 Psf
47.44 Psf
1 180 MPH
43.83 Psf
153.19 P
MIAMI-DADE
165 MPH
36.83 Psf
44.69 Psf
175 MPH
41.43 Psf
50.28 Psf
186 MPH
46.80 Psf
56.80 P f
BRAND MODEL
- &
CAPACITY
WIDTH
LENGTH
HEIGHT
WEIGHT
ALLOWABLE
PRESSURE
COMMENTS
Generac 005871&005883
10 KW
25.00"
48.00"
29.00"
387Ihs
41A3 Psf
EXP C 175 MPH &D 156 MPH
Generac 005872 & 005894
14 KW
25.00"
48.00"
29.00"
439 lbs
47.44 Psf
EXPC 186 MPH &D156 MPH
Generac 6459, 6461, 6462
16 KW
25.00"
48.00"
29.00"
513Ihs
47.44 Psf
Generac 006721
16 KW
25.00"
48.00"
29.00"
448lbs
47.44 Psf
Generac 005873 & 005885
17 KW
25.00"
48.00"
29.00"
455 lbs
47A4 Psf
Generac 005874 & 005886
17 KW
25.00"
48.00"
29.00"
421 lbs
47.44 Psf
Generac 005875&005887
20 KW
25.00"
48.00"
29.OD"
451 lbs
47.44 Psf
Generac 006729 & 006730
20 KW
25.00"
48.00"
29.00"
516 lbs
47.44 Psf
Generac 006551 & 006552
22 KW
25.00"
48.OD"
29.00"
526 lbs
47.44 Psf
Kohler 14RES&20RES
14-20 KW
26.00"
48.00"
29.00"
500 lbs
47.44 Psf
GE 40323GE & 40324GE
13 KW
35.00"
39.40"
39.00"
540 lbs
39.09 Psf
EXP C170 MPH &D 156 MPH
GE 04038215KW
15 KW
33.00"
48.00"
30.50"
484 lbs
43.83 Psf
EXP C180 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
30 KW
31.00"
32.OD"
34.00"
430 lbs
43.83 Psf
Briggs & Stratton 040302-2
12 KW
33.75"
50.00"
31.60"
507lbs
41.43 Psf
EXPC175 MPH&DI56 MPH
Briggs & Stratton 040303-1
15 KW
33.75"
49.00"
31.60"
562lbs
43.83 Psf
EXP C 180 MPH & D 156 MPH
Briggs &Stratton 040304-1
18 KW
33.75"
49.00"
31.60"
5681hs
44.00 Psf
Briggs&Stratton 040305-1
20 KW
33.75"
49.00"
31.60
570Ibs
44.00 Psf
Generac 7035, 7036, 7037
16 KW
25.00"
48.00"
29.00"
406 lbs
47.44 Psf
EXPC 186 MPH &D156 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"
466 lbs
47.44 Psf
GENERATOR MOUNTING CONFIGURATION:
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) x10 SS 316 SELF -DRILLING
SCREWS
_ TO GENERATOR
T- � € 4 (SEE GENERATOR SPECS)
S I 2 (SEGENERATOR
E CONCRETE PAD
T .�. SCHEDULE FOR
DIMENSIONS REQUIRED)
�32" WIDTH }----54" LENGTHi
SIDE VIEW FRONT VIEW
GENERATOR
ATE:
sf ECH;
s ATE;
ANCHOR TO PAD SCHEDULE:
SUBSTRATE
DESCRIPTION
CONCRETE:
(2)-3/8"0 TITEN HD
(6000 PSI
OR EQUIVALENT,
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
%' SIMPSON TITEN HD, -
SEE ANCHOR SCHEDULE
2'x3'xJ/e' GALV. STEEL
WASHER
RUBBER VIBRATION PAD
aW THICK GALVANIZED
WASHER& RUBBER
VIBRATION PAD
CONCRETE PAD -
6,000 PSI
LIGHTWEIGHT
CONCRETE PAD
X
CONCRETE MIX
6,000 PSI
`'
`
LIGHTWEIGHT
\ MASTERFIBER MAC 100
& ROAD MESH
CONCRETE MIX
NOTES:
FOAM CORE
1Y DISTANCE DEPEND ON GENERATOR BASE LENGTH, NO LESS THAN 2".
21X DISTANCE 3- FROM UNIT EDGE TO CLIP.
3. Z DISTANCE DEPEND ON GENERATOR BASE WIDTH, NO LESS THAN
ANCHOR REQUIREMENTS
t-- 2"--f
DEC 17 2019
ST. Lucie County, Permitting
WIND DESIGN REOUIREMENTS
(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
Ib/ft2
FORCE COEFFICIENT Cf = 1.44
WIND PRESSURE:
P - qh G Cf - 56.80 Ib/ft2 (ASD)
GENERAL NOTES
1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
ACCORDANCE WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE
SIXTH EDITION(2017).
2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH
THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE GOVERNING
CODE.
ON A
SITE -SPECIFIC
WAD
ACCORDANCE WITH THE GOVERNINGCODE.
TH E-PPLICAB LOAD REQUIREMENTS AS DETERMINED IN R ACCORDANCE THE H
THE APPLICABLE BUILDING CODE SHALL BE LEST THAN HEREIN
EQUAL TO THE
DESIGN LYPRESSURESHOWN.
CAPACITY VALUES LISTED HEREIN FOR ANY
ASSEMBLY AS SHOWN.
3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS
STATED HEREIN.
4. CUNITSUAR MUST BE CENTERED ST PAD WITH UNIT TO
SIDED HAVING EQUAL
CLEAPAN IO A MINIMUM DISTANCE FROM T CO C PAD EDGE IS SPECIFIED.
S. CALCULATIONSMADECERJE LIGHTWEIGHT CONCRETE HAVE
6. THE AREA UNDER CONCERETE PLAB ON GROUND SHALL HAVE ALL
VEGETATION, STUMPS, ROOAC AND FOREIGN MATERIALS REMOVED PRI00.
TOINSTALLATIONTION DICOMPAREDSOIL ASVERIFIEDROUDBY OTHERS.
7. RESIDOCUMENT AS SOIL CHARANG F THE PAD ON THEPAD PLACEMENT
NOT V PART . THIS
DOCUMENT GROUND, SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES.
a. ELECTRICAL
OTHERS. ALL MECHANICAL MANUFACTURER
RECOMMENDATIONS
SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.)
SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE
IXGINEE RESPONSIBILITY ERETO CONTRACTOR.
9. ENGINEER DEAL AFFIXED HERETO VALIDATES STRUCTURAL OMEN AS
SHOWN ONLY. USE OF THIS SPECIFICATION BYY CONTRACTOR,
ESIONTRACTOR, et. al.
INDEMNIFIES G L & PAVES HARMLELL THIS ENGINEER FOR ALL COST E DAMAGES
INCLUDING LEGAL FEES &ECTIO , C FEES RESULTING FROM MATERIAL
FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
WHICH ID CALLED MR BY LOCAL, STATE, & FEDERAL CODED 8 FROM
DEVIATIONS OF THIS FLAN.
30. WATER-TIGHTNESSSD OF THE INSTALLING
SHALL CONTRACTOR. THE NLL
RESPONSIBILITYOFTMEVED OR ALT REDWCONTRACTORLNGMEMBRANE
SHALL
"SURE THAT ANY REMOVED OR ALTERED INSTALLATION
OF STRUCTURE
MEMBRANE IS
RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE
PROPOSED HEREIN. THIS ENGINEER SHALL M BE OCCUR AS FOR ANY
WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS
CONTRACTOR.
SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING
CONTRACTOR.
ll. THE ROLEENGINEER
OF AND IS NOENGINE R MR ENGINEER
OF RECORD.
ONSEQS THAT OF ENTLY, HE
ALTY
ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE
ARCHITECl/ENGINEER, OF SUPPORTING SURFACES
BE RESPONSIBLE FOR THE
BE COORDINATED
OF ALL SUPPORTING SURFACES TO CTO DESIGN WHICH SHALL
BE COORDINATED S GENE PERMITTING CONTRACTOR
12. THIS DOCUMENT I$ GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC
PROTECT SITE- INFORMATION CONTAINED HEREIN IS BASED ON
CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS
SHALL NOT A HELD RESPONSIBLE M NTS.UABUED IN ANY WAY FOR ERRONEOUS
OR INACCURATE DATA OR ES AND OTHERD. DIMENSIONS ARE SHOWN TO
ILLUSTRATE DESIGN FORCES AND OTHER DESIGNUMITA IONS SPECIFIED
THEY MAY VARY
SLIGHTLY, BUT MUST REMAINED BY OTHERS
S PRIOR
TO ONSTR C HEREIN.
WORK ERIN EXPRESS ELD SHAMB BYOTHERS PRIORTOCONSTRUCTION.
ENGINEERING RWOR SHALL BE COVERNOTIFIED AND Y INACCURATE
AN OPPORTUNITY TO
REEVALUATE OURWORK UPON DISCOVERY OF ANY GRE MO
INFORMATIONPRIORAND
EXISTING REM ATIONSONS
AND FABRICATION ADO INSTALLATION OF MATERIALS. ALTERATIONS
ADD IO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR
CERTIFICATION.
13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS
OR AFFIRMATIONS ARE INTENDED,
SGN MERE:
ABOUT THIS DOCUMENT � I
ENG MPE IERTIFlFD ORIGIWBE VPRLITIONS
6 MORE INGMEEPI ON CRN BE FOUND aY J
V15mNG ENGINEENNGEnpE55 COM/STORE �TL
O0. BY $WINING GR I51NG
TITHU E WEDPDORFSi NVND HERE a
i
0000c MENT MGIKOT VAUD MT1F2RNOVT ox,cor0
ORIGINLLENGSNEE0. CFIITEFIGifON FGtCIO/i)3%t!
E
SHALL REMAIN IN
IAT. & PRINTED
SIGNATURE ON SHEET 1
SHEET DOES NOT
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