HomeMy WebLinkAboutGenerator Concrete Pad PlanI
PAD
THICKNESS
GENERATOR
Y I
ISOMETRIC VIEW
PADDIMENSIONS:IONS:
CONCRETE
GENERATOR -
F -a -
--�
GENERATOR UNIT BY
x
o
SEPARATE SUBMITTAL
3 (SEE SCHEDULE FOR
N MINIMUM WEIGHT
REQUIRED)
�- 54" LENGTH
PLAN VIEW
CONCRETE PAD
ROAD MESH
ASTER= 3" MIN
MACI00 -Z-4" MIN
0
GENERATOR TABLE:
RICAST GENERATOR CONCRETE PAD
(ON -GRADE APPLICATIONS ONLY)
AMERICAST
FEDTAXRI0.IIl9U ucROB o9Plmmtm
SIN FYAXmAve PaM1Plea. F11lRD
TJ. 11LPtt-196L F¢ TAJ61C>Di
FILE
HVHZ OR NON-HVHZ
RISK
EXPOSURE (EXP)
RISK
EXPOSURE(EXP
RISK
EXPOSURE
(EXP
COUNTY
I
C
D
II
C
1 D
III,IV
D
P. BEACH
150 MPH
30.44 Psf
36.94 Psf
170 MPH
39.09 Psf
47.44 Psf
180 MPH
43.853.19
Psf
BROWARD
156 MPH
32.92 Psf
39.95 Psi
170 MPH
39.09 Psf
47.44 Psf
180 MPH
qPSf
43.853.19
Psf
MIAMI-DADE
165 MPH
36.83 Psf
11 69 Psf
175 MPH
41.43 Psf
50.28 Psf
18fi MPH
46.856.80
Psf
BRAND &MODEL
CAPACITY
WIDTH
LENGTH
HEIGHT
WEIGHT
ALLOWABLE
PRESSURE
COMMENTS
Generac 005871 & 005883
30 KW
25.00 "
48.00"
29.00"
387lbs
41.43 Psf
EXP C 175 MPH & D 156 MPH
Generac 005872 & 005894
14 KW
25.00"
48.00"
29.00"
439lbs
47.44 Psf
EXPC 186 MPH &D156 MPH
Generac 6459 6461 6462
16 KW
25.00"
48.00"
29.00"
5131bs
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"
4551bs
47.AA Psf
Generac 005874 & 005886
17 KW
25.00"
49.00"
29.00"
4211bs
47.44 Psf
Generac 005875 & 005887120
KW
25.00"
48.00"
29.00"
4511bs
47.44 Psf
Generac 006729 & 006730
20 KW
25.00"
48.00"
29.20"
SI616s
47.44 Psf
Generac 006551&006552
22 KW
25.00"
48.00"
29.00"
526lbs
47.44 Psf
Kohler 14RES&20RES
14-20 KW
26.00"
48.00"
29.00'.'
500lbs
47.44 Psf
GE 40323GE & 40324GE
13 KW
35.00"
39.40"
39.00"
540lbs
39.09 PSf
EXPC 170 MPH &D156 MPH
GE 04038215KW
15 KW
33.00"
48.00"
30.50"
4841bs
43.83 Psf
EXPC 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
SO KW
31.00"
32.00"
34.00"
430lbs
43.83 Psf
Briggs & Stratton 040302-2
12 KW
33.75 "
50.00"
1 31.60"
507lbs
41A3 Psf
EXP C 175 MPH & D 156 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"
568lbs
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
25.00"
48.00"
19.00"
4061bs
47.44 Psf
EXP C 186 MPH & D 156 MPH
Generac 007038 & 007039
20 KW
25.00"
48.00"
19.00"
4481bs
47.44 Psf
Generac 007042&7043
22 KW
25.00"
48.00"
29.00"
466lbs
47.44 Psf
GENERATOR MOUNTING CONFIGURATION:
GENERATOR
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) #10 SS 316 SELF -DRILLING
SCREWS
TO TOR
-Q (SEE GENERATOR SPECS),
i
(SEE CONCRETE PAD
SCHEDULE FOR
JC = DIMENSIONSWEIGHT SION
4"
�32" WIDTH 54" LENGTH
SIDE VIEW
FRONT VIEW
B%* THICK GALVANIZED
WASHER& RUBBER
VIBRATION PAD
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.
RECENED
DEC 0 8 2019
Permitting Department
SL Lucie County
WIND DESIGN REQUIREMENTS:
®N ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION
jjjajjj 2017))
T-G DE SIGN METHOD
ULTIMATE DESIGN WIND SPEED Vult=486 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
WIND PRESSURE:
P = qh G CIF = 56.80 Ib/ft2 (ASD)
1.
2.
3.
4.
5
6:
GENERAL NOTES
NOTES:
1. ANCHOR QUANTITY PER LONG SIDE
2. EMBEDMENT AND EDGE DISTANCE 7.
EXCLUDES FINISHES, IF &
APPLICABLE.
3. ENSURE MINIMUM EDGE DISTANCE
AS NOTED IN ANCHOR SCHEDULE.
4. ENSURE MINIMUM SPACING TO 9,
ANY ADJACENT ANCHORS.
S. FOLLOW MANUFACTURER'S
INSTALLATION INSTRUMIetrCjf! COUNTY
INSTALL ANCHORS. PLAN REVIEW
10.
GENERATOR
ATTACHMENT BASE,
VARIES WITH MODEL
SEE GENERATOR SPECS
fie° SIMPSON TITEN HD,
SEE ANCHOR SCHEDULE
2"x3"xa/." GALV. STEEL -
WASHER
RUBBER VIBRATION PAD -
CONCRETE PAD -
6,000 PSI
X LIGHTWEIGHT
CONCRETE PAD CONCRETE MIX I
6,000 PSI
LIGHTWEIGHT \ MASTERFIBER MAC 100
CONCRETE MIX & ROAD MESH
NOTES: FOAM CORE
I. 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
BLDG:
DATE:/L/7' 11.
PLUMB:
DATE: 12.
f- 2"-t
3.
THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
SIXTH EDITION (2017).
REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED F E Q CA U FOR WITH
THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE E N C RTIFlCATION O A
JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
THE
PEOFlC LOAD REQUIREMENTS SHALL
DETERMINED IN ACCORDANCE E
THEAPPLICABLEBUILDING CODE SHALL BE LESS THAN HEREIN
MR ATO NY
DESIGN PRESSURE -ASD" CAPACITY VALUES LISTED HEREIN FOR ANY
ASSEMBLY SHOWN.
DIMENSIONS
AND WEIGHT OF UNITS SMALL CONFORM TO SPECIFICATIONS
STATED HEREIN.
UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL
CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED.
CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF
THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL
VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR
TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS.
RESISTANCE TO SLIDING OF THE PAD ON THE GROUND 15 NOT PART OF THIS
DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES.
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 RESPONSIBILITY OF THE CONTRACTOR.
ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS
SHOWN ONLY. USE OFTHIS SPECIFICATION BY CONTRACTOR, at. al.
INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES
INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL
FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
WHICH IS CALLED FOR BY LOCAL, STATE, Is FEDERAL CODES & FROM
DEVIATIONS OF THIS PLAN.
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 FABRICATION AND INSTALLATION OF STRUCTURE
PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY
WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS
WATER -TIGHTNESS SHALL BE THE FULL RSSPONSIBILDY OF THE INSTAW NG
CONTRACTOR.
THE ROLE OF THIS 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
INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL
BE COORDINATED BY THE MRMTITING CONTRACTOR.
THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC
PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON
CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS
SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS
OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO
ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MY VARY
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 GWEN AN OPPORTUNITY TO
REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE
INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS
AND FABRICATION AND INSTALLATION OF MATERIALS. ALTERATIONS OR
ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR
CERTIFICATION.
EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS
OR AFFIRMATIONS ARE INTENDED.
E LX HERE:
ABOUT THIS DOCUMENT r
FNGINEERtERnHED ORIGINALS, VARIATIONS
& MORE INFORMATION WI BE FOUND BY J
MMNG ENGINEENNGIXPPFSS.CD STORE "YT.
OR BY SCIWN WG OR wa,G
ME WEB ADORESS FOUND HERE >
THIS DOCUMENT NOT VAUD W2MOUT Owwroi
ORIGINAL ENGINEER GERTI..ON KMCq/17N61d
0
SHALL REMAIN IN
AT. & PRINTED
UAL SIGNATURE ON SHEET 1
THIS SHEET DOES NOT
YTAIN AN ENGINEER'S
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