HomeMy WebLinkAboutCONCRETE PAD INFORMATIONAMERICAST GENERATOR CONCRETE PAD
APPLICATIONS ONLY)
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THICKNESS
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ISOMETRIC VIEW
PADDIMENSIONS: GENERATOR TABLE:
CONCRETE
GENERATOR
= GENERATOR UNIT BY
o SEPARATE SUBMITTAL'
3 (SEE SCHEDULE FOR
MINIMUM WEIGHT
REQUIRED)
54" LENGTH
PLAN VIEW
CONCRETE.PAD
ROAD MESH
MASTERFIBER 3" MIN
MAC100 -f4" MIN
GROUNDS .,,,,....., _..,.,..
m } 50"
54"
HVHZ OR NON-HVHZ
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
I
C
D
II
C
D
III, IV
C
D
F
150 MPH
30.44 Psf
36.94 Psf
170 MPH
39.09 Psf
47.44 Psf
180 MPH
43.83 Psf
53.19 Psf
156 MPH
32.92 Psf
39.95 Psf
170 MPH
39.09 Psf
47.44 Psf
180 MPH
43.83 Psf
53.19 Psf
165 MPH
36.83 Psf
' 44.69 Psf
175 MPH
41.43 Psf
50.28 Psf
186 MPH
46.80 Psf
56.80 Psf
BRAND &MODEL
CAPACITY
WIDTH
LENGTH
HEIGHT
WEIGHT
ALLOWABLE
PRESSURE
COMMENTS
Generac 005871 & 005883
10 KW
25.00 "
48.00 "
29.00 "
387lbs
41.43 Psf
EXP C 175 MPH & D 156 MPH
Generac 005872 & 005884
14 KW
25.00 "
48.00 "
29.00 "
439 Ibs
47.44 Psf
EXP C 186 MPH & D 156 MPH
Generac 6459, 6461, 6462
16 KW
25.00 "
48.00 "
29.00 "
513 Ibs
47.44 Psf
Generac OO6721
16 KW
25.00 "
48.00 "
29.00 "
448 Ibs
47.44'Psf
Generac 005873 & 005885
17 KW
25.00 "
48.00 "
29.00 "
455 Ibs
47.44 Psf
Generac 005874 & 005886
17 KW
25.00 "
48.00 "
29.00 "
421 Ibs
47.44 Psf
Generac 005875 & 005887
20 KW
25.00 "
48.00 "
29.00 "
451 Ibs
47.44,Psf
Generac 006729 & 006730
20 KW
25.00 "
48.00 "
29.00 "
516lbs
47.44 Psf
Generac 006551 & 006552
22 KW
25.00 "
48.00 "
29.00 "
526 Ibs
47.44 Psf
Kohler 14RES & 20RES
14-20 KW
26.00 "
48.00 "
29.00 "
500 Ibs
47.44 Psf
GE 40323GE & 40324GE
13 KW
35.00 "
39.40 "
39.00 "
540 Ibs
39.09 Psf
EXP C 170 MPH & D 156 MPH
GE 04038215KW
15 KW
33.00 "
48.00 "
30.50 "
4841bs
43.83 Psf
EXP C 180 MPH & D 156 MPH
GE 04037817KW
17 KW
33.00 "
48.00 "
30.50 "
4841bs
43.83 Psf
GE 40330GE & 40331GE
20 KW
33.00 "
48.00 "
30.50 "
6001bs
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 Ibs
41.43 Psf
EXP C 175 MPH & D 156 MPH
Briggs & Stratton 040303-1
15 KW
33.75 "
49.00 "
31.60 "
562 Ibs
43.83 Psf
EXP C 180 MPH & D 156 MPH
Briggs & Stratton 040304-1
18 KW
33.75 "
49.00 "
31.60 "
568 Ibs
44.00 Psf
Briggs & Stratton 040305-1
20 KW
33.75 "
49.00 "
31.60 "
570 Ibs
44.00 Psf
Generac 7035, 7036, 7037
16 KW
25.00 "
48.00 "
29.00 "
406 Ibs
47.44 Psf
EXP C 186 MPH & D 156 MPH
Generac 007038 & 007035
20 KW
'25.00 "
48.00 "
29.00 "
448 Ibs
47.44 Psf
Generac 007042 & 7043
1 22 KW
25.00 "
48.00"
29.00"
1 466 Ibs
47.44 Psf
GENERATOR MOUNTING CONFIGURATION:
GENERATOR ATTACHMENT BASE
OR SIMPSON A24 ANGLE BRACE
W/ (4) #10 SS 316 SELF -DRILLING
G
SCREWS
®
TO GENERATOR
(SEE GENERATOR SPECS)
18' THICK GALVANIZED
H
I
GENERATOR
R
WASHER& RUBBER
=
F
VIBRATION PAD
_ (SEE CONCRETE PAD
w I W SCHEDULEFOR
DIMENSIONS & WEIGHT
REQUIRED)
4"
�32" WIDTH 54" LENGTH
SIDE VIEW
FRONT VIEW
GENERATOR
1
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"x%" GALV. STEEL
WASHER
RUBBER VIBRATION PAD
J CONCRETE PAD
6,000 PSI
LIGHTWEIGHT
CONCRETE PAD X CONCRETE MIX
6,000 PSI
LIGHTWEIGHT l 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
L. 8ENNARDO, P.E.
03j, ��12018
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A�p pp FOR I PfMIT ONLY U.
p�Optl�L�D NOT ONTAI NORIGINAL
S
�� SIGNATURE & ENGINEER SEAL
IF THERE IS A DIGITAL
SIGNATURE ON SHEET 1, THIS
' DIGITAL FORMAT,
& PRINTED
COPIES OF
THIS DOCUMENT
' ARE NOT
CONSIDERED SIGNED
L _ _ _ - _ _ _ _ _. _ _ _ - - - - - _ ._ - - _ AND SEALED.
IF THERE IS NO
WIND DESIGN REQUIREMENTS-
SHEET
ORTHS SE
DOES NOT
(BASED ON ASCE 7-10'& FLORIDA BUILDING CODE SIXTH EDITION
CONTAIN AN ENGINEER'S
ORIGINAL SIGNATURE & SEAL,
(2017 ))
THIS SHEET
IS A COPY DRAFT.
AT -GRADE SIGN METHOD
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ULTIMATE DESIGN WIND SPEED Vult = 186 mph
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NOMINAL DESIGN WIND SPEED Vasd = 144 mph
Z
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RISK CATEGORY = III INTERNAL PRESSURE COEF = N/A
®
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EXPOSURE CATEGORY = D WIND DIRECTIONALITY FACTOR Kd=
LL ur^J
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0.85
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ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROUND
GUST EFFECT FACTOR 0.85 PRESSURE HEIGHT H
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LL Ln X W
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= AT qh = 77.56
O 2 cu'7 d _
Ib/ft2
¢
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FORCE COEFFICIENT Cf 1.44
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WIND PRESSURE:
or toe42 F_
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P= qh G CIF= 56.80 Ib/ft2 (ASD)
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GENERAL NOTES
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1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
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SIXTH EDITION (2017).
2. REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR USE WITH
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THIS SYSTEM SHALL BE DETERMINED UNDER SEPARATE CERTIFICATION ON A
JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.
N N
SITE -SPECIFIC LOAD REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH
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. THE APPLICABLE BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE
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DESIGN PRESSURE "ASD" CAPACITY VALUES LISTED HEREIN FOR ANY
ASSEMBLY AS SHOWN.
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3. DIMENSIONS AND WEIGHT OF UNITS SHALL CONFORM TO SPECIFICATIONS
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STATED HEREIN.
4. UNITS MUST BE CENTERED ON PAD WITH OPPOSITE SIDES HAVING EQUAL
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CLEARANCE. A MINIMUM DISTANCE FROM UNIT TO PAD EDGE IS SPECIFIED.
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S. CALCULATIONS MADE USING LIGHTWEIGHT CONCRETE 125 PCF
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6. THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL
VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIALS REMOVED PRIOR
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TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS.
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7. . RESISTANCE TO SLIDING OF THE PAD ON THE GROUND IS NOT PART OF THIS
DOCUMENT AS SOIL CHARACTERISTICS
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AND PAD PLACEMENT VARIES.
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8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED &INSTALLED BY
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OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.)
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SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE
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EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
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9. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS
SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al.
INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES
O
INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL
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FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM
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DEVIATIONS OF THIS PLAN.
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10. WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL
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RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL
ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS
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RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE
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PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY
WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS
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WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING
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CONTRACTOR.
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11. THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY
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ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE
ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE
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INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL
BE COORDINATED BY THE PERMITTING CONTRACTOR.
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12. THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC
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PROJECT SITE. INFORMATION CONTAINED HEREIN IS BASED ON
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CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. ENGINEERING EXPRESS
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SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS
INACCURATE DATA OR DIMENSIONS
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OR MEASUREMENTS. ARE SHOWN TO
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ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA.' MAY VARY
SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN.
C.OPYRIGKr ENGINEERING EXPRESS
WORK SHALL BE FIELD VERIFIED BY OTHERS PRIOR TO CONSTRUCTION.
ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO
17-3961.1
REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE
INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS
SCALE: NTS UNLESS NOTED
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
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OR AFFIRMATIONS ARE INTENDED. '