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G� AM ERICAST GENERATOR CONCRETE PAD
r \
j \ GENERATOR
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3 \
PAD COUNTY
THICKNESS �\
---- ~J P.'BEACH
, .I" PAO �ENG(H BROWARD
t\ - MIAMI-DADE
ISOMETRIC VIEW
PAD DIMENSIONS:
CONCRETE PAD
GENERATOR -�
1
j --
�
j GENERATOR UNIT BY
o SEPARATE SUBMITTAL
3 (SEE SCHEDULE FOR j
N ; MINIMUM WEIGHT I
REQUIRED)
I I
- - 54"LENGTH
PLAN VIEW
CONCRETE PAD--,,
ROAD MESH-- \
MASTERFIBER -� 3" MIN
MAC100 _
GROUND--, 4" MIN
1
.:2" MIN
f 50"
f--- 54" --�
GENERATOR TABLE:
(ON -GRADE APPLICATIONS ONLY)
pa
mr -�"im=
'MAIIo IST Ammucas•
FM TAX JSO.itl33fl L[C&%=-*99-3 =jM
sm Ri4o'eilo w.a. P-4 Pknq FL 3002
Td rn.W1-1MF= fl1I61-0M
Fmik xl�nmtmeueaereE�A�.er��ex.�w..
OR
RISK EXPOSURE EXP) RISK
I C D 11
150 MPH 30.44 Psf 36.94 Psf 170 MPH
156 MPH 32.92 Psf 39.95 Psf ; 7D MPH
165 MPH 36.83 Psf 44.Ei9 Psf 175 MPH
BRAND&MODEL
CAPACITY
WIDTH
LENGTH
HEIGHT
WEIGHT
APLRESSURE LOWABLE
COMMENTS
Generac 005871 & 005883
10 KW
25.00 "
48.00 " j 29.00 "
397lbs
41.43 Psf
EXP C 175 h1PH & D 156 MPH
Generac 005872 & 005884
14 KW
25.00 "
48.00 "
29.00 "
439 Ibs
47.44 Psf
Generac 6459, 6461, 6462
16 KW
25.OA "
4&00 "
29.00 "
513 lbs
47.44 Psf
Generac 006721
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
EXP C 186 MPH & G 156 MPH
Generac 005875 & 005887
20 KW
25.()011
48.00 "
29.00 "
451 Ibs
47.44 Psf
Generac 006729 & 0067301
20 KW
25.0011
48.00 "
29.00 "
516 Ibs
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 040382 15KW
15 KW
33.00 "
48.00 "
30.50 "
484 Ibs
43.83 Psf
GE 04037817KW
17 KW
33.00 "
48.00 "
30.50 "
484 Ibs
43.83 Psf
GE 40330GE & 40331GE
20 KW
33.00 "
48.00 "
30.50 "
600 Ibs 1
43.83 Psf
EXP C 180 MPH & D 156 MPH
Briggs & Stratton 040243-0
10 KW
31.00 "
32.00 "
34.00 "
430 Ibs
43.83 Psf
Briggs & Stratton 040302-2
12 KW
33.75 "
50.00 "
31.60 " 1
507 Ibs
41.43 Psf
EXP C 175 MPH & D 56 MPH
Briggs & Stratton 040303-1
15 KW_,
33.75 "
49.00 "
31.60 "
562 Ibs
568 Ibs
43.83 Psf
44.00 Psf
EXP C 180 MPH & D 56 M PH
Briggs &Stratton 040304-1 18 KW 33.75 49.00 " 31.60 "
Briggs & Stratton 040305-1
20 KW
33.75 "
49.00 "
31.6011
570 Ibs
44.00 Psf
Generac 7035, 7036, 7037
16 KW
25.00 "
48.00 "
29.00 "
406 Ibs
47.44 Psf
Generac 007038 & 007039
20 KW
25.00 "
48.00 "
29.00 "
448 Ibs
4fi6 Ibs I
47.44 Psf
Psf
EXP C 186 MPH & D 156 MPH
Generac 007042 & 7043 22 KW 25.00 " - 48.00 " 29.00 "
GENERATOR MOUNTING CONFIGURATION:
GENERATOR--�
GENERATOR ATTACHMENT BASE _
OR SIMPSON A24 ANGLE BRACE
1tt "F) 1,15K EXPOSURE (EXP)
D III, IV C D
47.44 Psf 180 MPH 43.83 Psf 53.19 Psf
47.44 Psf 180 MPH 43.83 Psf •53.19 Psf
50.28 Psf 186 MPH 46.80 Psf 56.80 Psf
ANCHOR TO PAD SCHEDULE
SUBSTRATE] .DESCRIPTION
CONCRETE: (2)-3/8"D TITEN HD
(6000 PSI OR EQUIVALENT,
MIN.) 12-3/4" FULL EMBED
TO CONCRETE, 3" MIN{
EDGE DISTANCE, 6" 1
'MIN. SPACING TO ANY:
1 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.
S. FOLLOW MANUFACTURER'S
INSTALLATIQN INSTRUCTIONS TO
INSTALL ANCHORS.
GENERATOR
ATTACHMENT BASE,
VARIES WITH MODEL
SEE GENERATOR SPECS
" SIMPSON TTTEN HD,
SEE ANCHOR SCHEDULE
2"x3"X3-a" GALV. STEFL -
_WIND _DESIGN REQUIREME_N_'
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE S1
AT -GRADE SIGN METHOD
ULTIMATE DESIGN WIND SPEED Vult = 186 mph
NOMINAL DESIGN WIND SPEED Vasd = 144 mph
RISK CATEGORY = III INTERNAL PRESSURE
EXPOSURE CATEGORY = D WIND DIRECTIONALIT
ENCLOSURE CATEGORY = N/A HEIGHT H = AT GROU
GUST EFFECT FACTOR = 0.85 PRESSURE AT HEIGHT
FORCE COEFFICIENT Cf = 1.44
WIND PRESSURE:
P = qh G Cf = 56.80 Ib/ft2 (AS D)
GENERAL NOTES
1. THIS SYSTEM HAS BEEN DESIGNED AND E
IN ACCORDANCE WITH THE REQUIREMENT
BUILDING CODE SIXTH EDITION (2017).
2. REQUIRED WIND LOAD DESIGN PRESSURE
USE WITH THIS SYSTEM SHALL BE DETERI
SEPARATE CERTIFICATION ON A JOB -SPEC
ACCORDANCE WITH THE GOVERNING COE
LOAD REQUIREMENTS AS DETERMINED IN
THE APPLICABLE BUILDING CODE SHALL E
EQUAL TO THE DESIGN PRESSURE "ASD" I
LISTED HEREIN FOR ANY ASSEMBLY AS SF
3. DIMENSIONS AND WEIGHT OF UNITS SHAI
SPECIFICATIONS STATED HEREIN.
4. UNITS MUST BE CENTERED ON PAD WITH
HAVING EQUAL CLEARANCE. A MINIMUM C
TO PAD EDGE IS SPECIFIED.
5. CALCULATIONS MADE USING LIGHTWEIGF
6. THE AREA UNDER CONCERETE SLAB ON GI
ALL VEGETATION, STUMPS, ROOTS, AND F
REMOVED PRIOR TO INSTALLATION ON CC
VERIFIED BY OTHERS.
7. RESISTANCE TO SLIDING OF THE PAD ON'
PART OF THIS DOCUMENT AS SOIL CHARA
PLACEMENT VARIES.
8. ELECTRICAL GROUND, WHEN REQUIRED, T
INSTALLED BY OTHERS. ALL MECHANICAL
(CLEAR SPACE, TONNAGE, ETC.) SHALL BE
MANUFACTURER RECOMMENDATIONS AND
RESPONSIBILITY OF THE CONTRACTOR.
9. ENGINEER SEAL AFFIXED HERETO VALIDAI
DESIGN AS SHOWN ONLY. USE OF THIS S
CONTRACTOR, et. al. INDEMNIFIES & SAVE
ENGINEER FOR ALL COST & DAMAGES INCI
& APPELLATE FEES RESULTING FROM MATE
SYSTEM ERECTION, CONSTRUCTION PRACI
WHICH IS CALLED FOR BY LOCAL, STATE, I
FROM DEVIATIONS OF THIS PLAN.
10. WATER -TIGHTNESS OF EXISTING FINISHE'
RESPONSIBILITY OF THE INSTALLING CON -
CONTRACTOR SHALL ENSURE THAT ANY RE
WATERPROOFING MEMBRANE IS RESTORE[
FABRICATION AND INSTALLATION OF STRL
HEREIN. THIS ENGINEER SHALL NOT BE RE
WATERPROOFING OR LEAKAGE ISSUES WH
WATER -TIGHTNESS SHALL BE THE FULL RE
THE INSTALLING CONTRACTOR.
11. THE ROLE OF THIS ENI•,INEER FOR THIS PR
SPECIALTY ENGINEER AND NOT THE ENGIN
CONSEQUENTLY, THE ARCH ITECT/ENGI NEE