HomeMy WebLinkAboutCONCRETE PAD - GENERATOR2
PAD
THICKNESS
I \ `oryi
� GENERATOR I
Y I
ISOMETRIC VIEW
PAD DIMENSIONS:
CONCRETE PAD
GENERATOR
i GENERATOR UNIT BY
o I SEPARATE SUBMITTAL
3 (SEE SCHEDULE FOR
r MINIMUM WEIGHT
REQUIRED)
�54"LENGTH }
PLAN VIEW
CONCRETE
MAC100
�__32" WIDTH
SIDE VIEW
MIN
MIN
AMERICAST GENERATOR CONCRETE PAD
GENERATOR TABLE:
(ON -GRADE APPLICATIONS ONLY)
PE
ANB31..
• DRIAhA&UItIOAI-
FED A ' ailT2Tl] UCENS8f5W.'NDSolw
SIM PJa.NAw Rn Mnm,n 30"
hL 7724D-IMF 773J6tU2o
Emtlt wl�.`.werlmN.¢awn meM.Ac1,4M12�1neem
-- __HVHZ OR 14ON-HVHZ
COUNTY
RISK
EXPOSURE EXP
RISK
EXPOSURE (EXP
RISK
EXPOSURE
EXP
I
C
I 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
143.93 Psf
53.19 Psf
BROWARD
156 MPH
32.92 Psf
39.95 Psf
170 MPH
39.09 Psf
47.44 Psf
1180 MPH
143.83 Psf
53.19 Psf
MIAMI-DADE
165 MPH
36.83 Psf
44.69 Psf
175 MPH
41.43 Psf
150.28 Psf
1186 MPH
146.80 Psf
56.80 Psf
BRAND &MODEL
CAPACITY
WIDTH
LENGTH
HEIGHT
WEIGHT
ALLOWABLE
PRESSURE
COMMENTS
Generac 005871 & 005883
SO KW
25.00"
48.00"
29.00"
387lbs
41.43 Psf
EXP C175 MPH &D 156 MPH
Generac 005872 & 005894
14 KW
25.00"
48.00"
29.00"
439 lbs
47.44 Psf
EXP C 186 MPH &D 156 MPH
Generac 6459,6461, 6462
16 KW
25.00"
48.00"
29.00"
513 lbs
47.44 Psf
Generac006721
16 KW
25.00"
48.00"
29.00"
448 lbs
47.44 Psf
Generac 005873 & 005885
17 KW
25.00"
48.00"
29.00"
4551bs
47.44 Psf
Generac 005874 & 005886
17 KW
25.00"
48.00"
29.00"
4211bs
47.44 Psf
Generac 005875 & 005887
20 KW
25.00"
48.00"
29.00"
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"
48.00"
29.00"
526 lbs
47.44Psf
Kohler 14RE5&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"
5401bs
39.09 Psf
UP C 170 MPH &D 156 MPH
GE 04038215M
15 KW
33.00"
48.00"
30.50"
484lbs
43.83 Psf
IXP C180 MPH &D 156 MPH
GE04037817KW
GE 40330GE & 40331GE
17 KW
20 KW
33.00"
33.00"
48.00"
48,00"
30.50"
30.50"
484 lbs
600 lbs
43.83 Psf
43.93 Psf
Briggs& Stratton 040243-0
30 KW
31.00"
32.00"
34.00"
430 lbs
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 M0303-1
15 KW
33.75"
49.00"
31.60"
56216s
43.83 PSI
EXP, C 180 MPH & D 156 MPH
Briggs & Stratton 040304-1
18 KW
33.75"
49.00"
31.60 "
568Ibs
94.00 Psf
Briggs & Stratton U0305-1
20 KW
33.75 "
49.00"
31.60 "
570 lbs
44.00 Psf
Generac 7035, 7036, 7037
16 KW
25.00"
48.00"
29.00"
406 lbs
47.44 Psf
EXP C 186 MPH & D 156 MPH
Generac 007038 & 007039
20 KW
25.00"
48.00"
29.00 "
4481bs
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) N10 SS 316 SELF -DRILLING
SCREWS
TO GENERATOR
GENERATOR
(SEE CONCRETE PAD
W
SCHEDULE FOR
DIMENSIONS & WEIGHT
=
REQUIRED)
4" 1 1
n
I n l
i54" LENGTH
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
TO 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 ADIACENT ANCHORS.
S. 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'x''/ GALV. STEEL
WASHER
RUBBER VIBRATION PAD �ii--
(SEE GENERATOR SPECS)
3'e THICK GALVANIZED \
WASHER& RUBBER
VIBRATION PAD
Z
CONCRETE PAD -
6,000 PSI
LIGHTWEIGHT
CONCRETE PAD
X
CONCRETE MIX I
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
I
I
I
I
i
I
I
1.
i
WIND DESIGN REQUIREMENTS:
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH EDITION
(2017))
AT -GRADE SIGN METHOD
ULTIMATE DESIGN WIND SPEED Vult - 166 mph
NOMINAL DESIGN WIND SPEED Vase = 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 CT = 1.44
WIND PRESSURE:
P = qh G Of- 56.80 Ib/R2 (ASO)
GENERAL NOTES
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 A
IOB-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 EQUAL TO THE
DESIGN PRESSURE'ASD' CAPACITY VALUES LISTED HEREIN FOR ANY
ASSEMBLY AS SHOWN.
3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS
STATED HEREIN.
4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL
CLEARANCE. A MINIMUM DISTANCE FROM UNITTO PAD EDGE IS SPECIFIED.
S. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF
6. 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.
7. RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS
DOCUMENT AS SOIL CHARACTERISTICS AND PAD PLACEMENT VARIES.
S. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY
OTHERS. AR ALL MECHANICAL SPECIFICATIONS (CLESPACE, TONNAGE, ETC.)
SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE
EXPRESS RESPONSIBILITY OFTHE CONTRACTOR.
9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS
SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR. et. al.
INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL
FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES &FROM
DEVIATIONS OF THIS PLAN.
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 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 RESPONSIBILITY OF THE INSTALLING
CONTRACTOR.
11. 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 PERMITTING CONTRACTOR.
12. 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 MAY 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 GIVEN AN OPPORTUNITY TC
REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE
INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDMONS
AND FABRICATION 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.
TANK L B NNARDO, P.E.
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