HomeMy WebLinkAboutGENERATOR CONCRETE PADa7- 09 9 9
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A M E RI-O ST G ENE RATO R CON C R ET E PAD < L• BEIJWARDO,
PE# 00
LENG1kA (O.N-GRADE APPLICATIONS ONLY) -� •-, ,
i \ Tti WIND DESIGN REOUIREMENTS_ 1,, u� Z01
(BASED ON ASCE 7-10 & FLORIDA BUILDING CODE SIXTH:EDITION (201-7-))-
AT=GRADE SIGN METHOD
ULTIMATE DESIGN WIND SPEED Vult = 186 mph
FRANK L. k4lNP.RDO, ....
NOMINAL DESIGN_WIND SPEED Vasd = 144:mph
0046549 ..
vquD FOR I PERM oNLv u N 0
RISK CATEGORY- INTERNAL COEF = N A
.. / :.
.: NOTICE: IF THIS SHEET. DOES'
EXPOSURE CATEGORY = D - WIND' DIRECTIONALITY FACTOR Kd= 0.85
NOT CONTAIN AN ORIGINAL
. ENCLOSURE CATEGORY = N/A' HEIGHT H = AT GROUND
SIGN ATURE:& ENGINEER SEAL:
EFFECT FACTOR = 0.85 : PRESSURE AT HEIGHT H qh:= 77.56 Ib/ft2
GUST E
IFTHERE IS:A DIGITAL
SIGNATURE OWSHEET 1, THIS
FORCE COEFFICIENT Cf = 1.44
SHEET IS PART OF A DIGITALLY
WIND. PRESS "
SIGNED FILE, SHALL REMAIN IN
::: , i I - _ .. .. DIGITAL FORMAT, &:PRINTED: '
\..:: i'
PAD
THICKNESS
�ENGS
1A
^ P O
P
HVHZ OR NON-HVHZ
COUNTY',
RISK
EXPOSURE (EXP)
RISK
' EXPOSURE (EXP)
RISK
EXPOSURE (EXP)
..
C
D ..
11
C
.. .p ..
:III; IV
C .
p
P. BEACH
150 MPH
30.44 Psf
36.94 Psf'
170 MPH
39.09 Psf
47.44�Psf
180:0IPH
43.83 Psf
53.19 Psf
BROWARD. .
.156 MPH
32.92 Psf
39.95 Psf
170 MPH
39.09 Psf..47.44
Psf
180'MPH-
43.83 Psf
53.19 Psf,
MIAMI-DADS.
165 MPH
36.83 Psf.
44.69 Psf
175 MPH
41:43 Psf
.60.28 Psf
186 MPH
46.80 Psf
56.80 Psf
' P =.Qh G Cf = 56.80 lb/ft2-(ASD). "
COPIES OF THIS DOCUMENT'
ARE NOT CONSIDERED SIGNED
-,
-
... - � G E N E RA L' NOTES .. ..
AND SEALED. IF THERE IS
DIGITAL SIGNATURE ON SHEET 1
"
w.
-'
OR THIS'sHI ET DOES NOT...
- -
1. THIS SYSTEM HAS BEEN DESIGNED:AND SHALL BE FABRICATED :
: CONTAIN AN ENGINEER'S, .
IN ACCORDANCE WITH THE. REQUIREMENTS OF THE FLORIDA ' ..
Q
oRIGINA ET IS ATORE & SEAL.:
' THIS SHEET IS A COPY/DRAFT; : •
-
BUILDING CODE SIXTH EDITION (2017).
:2.:
rrnn
REQUIRED WIND LOAD DESIGN PRESSURES CALCULATED FOR
U .: •
:: p
USE WITH THIS SYSTEM SHALL BE DETERMINED UNDER
ISOMETRIC VIEW SEPARATE CERTIFICATION ON A JOB -SPECIFIC BASS IN
-
W M ; u Z.
DAUIE WITH THE GOVERN NG CODE. SITE -SPECIFIC
M. o'er O �
'
LOAD: RE MENTS AS DETERMINED IN ACCORDANCE'WITH
PAD, DIMENSIONS: GENERATOR TABLE: ". THE APPLICABLE BUILDING CODESHALLBE LESS THAN
W r^
ui
LL a m rn
OR�H
uJ
a U1.
EQUAL TO THE DESIGN PRESSURE "ASD" CAPACITY
CONCRETE PAD .:: .: .. .. .. .. VALUES
O _ (xw7 d 2
..'
:.:GENERATOR. .:: ..:.. .. .. - :: ... ::' .. .. .. .... LISTED HEREIN FOR'ANY.ASSEMBLY AS SHOWN..:::...
Z
W'W U v.Z.
-.
_ GENERATOR. UNIT BY
o SEPARATE SUBMITTAL
(SEE SCHEDULE FOR
N MINIMUM WEIGHT
REQUIRED)
. 3
oL
m
- 54" LENGTH: -}
g
E PLAN VIEW
c
U
m CONCRETE PAD
ROAD MESH
IL MASTERFIBER 3" MI fm MIN
o GROUND ;.
•��-
. .. Y -• --� --- - f - - ------ . -=-=-- - ,Z" MIN
BRAND & MODEL
CAPACITY
WIDTH.
LENGTH
HEIGHT
WEIGHT
ALLOWABLE
::PRESSURE
COMMENTS
Generac 005871 & 005883
10 KW
25.00 "'
'48.00 "
29.00'• •
387 Ibs'
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 64S9, 6461, 6462'
16 KW'
25.00 "
48.00 "
29'
513 Ibs.
47.44 Psf
Generac 006721.
16 KW
25.00'.'
48.00"
29.00"
448 Ibs.
47.44 Psf
Generac 005873 & 005885
17 KW
25:007:
: 48.00 "
29.00 "
455 Ibs:
47.44 Psf
Generac 005874 & 005886
17 KW
25.00 " 1
48.00"
29.00"
421 Ibs
47.44 Psf
Generac 00587S & 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 "
516 Ibs'
. 47.44 Psf
Generac 006551 & 006S52,
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 "
50016s
47.44 Psf
GE:40323GE & 40324GE
13 KW.
35.00 "
39.40 "
39.00 ".
'540 lbs
39.09 Psf
EXP C 170 MPH & D 156 MPH
GE 040382 15KW .
15 KW
33.00 "
48.00 "
30.56"
484 Ibs.
43.83 Psf
EXP C 180 MPH & D 156 MPH
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
43.83 Psf
Briggs &.Stratton 040243-0
10 KW.
31.00 "
32.00 "
34 00." .
430 Ibs
43.83 Psf
Briggs & Stratton 040302-2
12.'
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 "
.45.00 "
31.60 "
568lbs:
44.00 Psf
Briggs & Stratton 04030.5-1
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
Geherac 007038 & 007039
20 KW
25.00 "
48.00 "
29.00 "
448 Ibs
47.44 Psf
Generac 007042 & 7043
22 KW
25.00"
48.00 "
29.00 "
466 Ibs
47.44 Psf
3 DIMENSIONS AND WEIGHT SPECIFICATIONS STATED HEOR INsS SHALL CONFORM TO' Q W. S w 0:LL
ANCHOR TO PAD SCHEDULE: 4. UNITS:MUST BE CENTERED ON P.AD:WITH OPPOSITE SIDES �`Z++X O.0 m. o'(D 0:I-
HAVING EQUAL CLEARANCE. A MINIMUM DISTANCE•FROM UNIT LU tt'fV m w W U
SUBSTRATE:
DESCRIPTION ..
CONCRETE:
()- HD
(6PSI
EQUIVALENT,
MIN.)MIN: )
MI
2-3/4" FULL EMBED
0 CONCRETE, 3" MIN
EDGE DISTANCE, 6.
MIN. SPACING TO ANY
ADJACENT ANCHOR.
TO PAD EDGE IS SPECIFIED.
' I v w
':5. CALCULATIONS MADE:USING LIGHTWEIGHT CONCRETE 125 PCF
W
LL v�
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
0 W. 'L.P
VERIFIED BY OTHERS.
7.' RESISTANCE TO SLIDING OF THE PAD ON'THE GROUNb IS NOT
;Z,
PART OF THIS DOCUMENT AS SOIL CHARACTERISTICS AND PAD
PLACEMENT VARIES. -
ry
..
8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED &
M' Q
INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS
(CLEAR SPACE, TONNAGE; ETC.) SHALL BE AS PER
.
NOTES:
1. ANCHOR QUANTITY PER LONG SIDE
MANUFACTURER RECOMMENDATIONS AND ARE THE, EXPRESS
RESPONSIBILITY OFTHE.CONTRACTOR.
w :
(%� Q
JO
Y M w
2.. EMBEDMENT AND EDGE DISTANCE
� co
In
=
EXCLUDES FINISHES, IF
9. ENGINEER SEAL AFFIXED HERETO -VALIDATES STRUCTURAL
O
N
APPLICABLE. - - -
DESIGN' AS SHOWN ONLY. USE OFTHIS SPECIFICATION BY
CONTRACTOR,
W
U r U
on i.X"
::.3.. ENSURE MINIMUM EDGE DISTANCE
et. aL INDEMNIFIES & SAVES HARMLESS THIS
ENGINEER
h--1 w W
W rn
w :
o
AS NOTED'IN'ANCHOR SCHEDULE.
FOR ALL COST & DAMAGES INCLUDING.LEGAL FEES
�'
t-
Go _
4. ENSURE MINIMUM SPACING TO
& APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,
Q N
M OV
ANY ADJACENT ANCHORS.
SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT
LL1' D__ : n
M
C,Z
g z
.' S. ' FOLLOW MANUFACTURER'S
WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES &
O
M u_
INSTALLATION INSTRUCTIONS TO
FROMDEVIATIONSOF THIS PLAN.'
Y W o
INSTALL ANCHORS.' .:.
10. - WATER -TIGHTNESS OF EXISTING FINISHES SHALL BE THE FULL
Q
r\ :
.
RESPONSIBILITY OF THE INSTALLING CONTRACTOR,
a m
Lu
CONTRACTOR SHALL ENSURE THAT ANY REMOVED: OR ALTERED
< o
WATERPROOFING MEMBRANE IS RESTORED AFTER:
FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED
O
50 54 GENERATOR
HEREIN: THIS ENGINEER SHALL NO.l':BE RESPONSIBLE FOR ANY �
co,,:,., ATTACHMENT -BASE, w WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR.AS W :
VARIES WITH MODEL ... WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF
GENERATOR MOUNTING CONFIGURATION: SEE GENERATOR SPECS THE INSTALLING. CONTRACTOR. D o 0 0 30
3 11. THE ROLE OF THIS: ENGINEER FOR THIS PROJECT IS THAT OF
Y GENERATOR %e, SI o z��
MPSON TIT EN HD, R a
w GENERATOR ATTACHMENT BASE SEE ANCHOR SCHEDULE CONSEQUENTLYI THE ARCHITECT/ENGINEER OF RECORDSHALL
' m m i w
O OR SIMPSON A24 ANGLE BRACE 2"x3"x1/V GALV. STEEL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING Z w '
_ SELF -DRILLING WASHER
___ _S.CREWS - - _ RUBBER VIBRATION PAD - HA COORDINATED
W/ (4) #10 SS 316 LL i
®- TO GENERATOR. --- -- - -- - - - - _ - - - - �S ,
- - SURFACES TO THIS DESIGN WHICH SHALL BE COORDINA
- Z OF�NO-T-P.E _
B THE PERMITTING CONTRACTOR �
�- � � (SEE GENERATOR SPECS) - -- - �HI�D6CUMEN�IS=GE-0JERI�AtUD�J =_ RFArnt Tn nNv _ _ _ � i � � -
_ O O O
T
og
m _ SPECIFIC PROJECT SITE. INFORMATION CONTAINED HEREIN IS aa3O
'E 3/g" THICK• GALVANIZED \, - BASED'ON CONTRACTOR -SUPPLIED DATA AND MEASUREMENTS. it o w
g WASHER&.RUBBER f ENGINEERING EXPRESS SHALL NOT BEHELD RESPONSIBLE OR
H 1= GENERATOR VIBRATION PAD Z - w Qo -. o z c i
LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA m a
(SEE, CONCRETE PAD 60NCRETE PAD M Y w o > ��Hmo
(9. C7 OR MEASUREMENTS DIMENSIONS ARE SHOWN TO ILLUSTRATE z Ei
SCHEDULE FOR 6,000 PSI n m w o K
w w_ _ DESIGN FORCES AND:OTHER DESIGN CRITERIA: THEY -MAY N o " N -
DIMENSIONS &WEIGHT LIGHTWEIGHT - VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS W C C) N a
_ I REQUIRED) I CONCRETE PAD , X CONCRETE MIX " . '" . , SPECIFIED'HEREIN. WORK SHALLBE:FIELD VERIFIED BY W z M
p 6,000 PSI \I COPYRIGHT ENGINEERING EXPRESS
`-' � LIGHTWEIGHT 1 MASTERFIBER MAC:100 -.' . �' OTHERS PRIOR TO CONSTRUCTION:'ENGINEERING EXPRESS
2 4' CONCRETE MIX _ .& ROAD MESH SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO 7 C i i
" REEVALUATE OUR WORK UPON -0ISCOVERY OF ANY: 1 / -39 v 1. 3•
E ACCURATE INFORMATION PRIOR TO MODIFICATION OF
j I NOTES: FOAM CORE SCALE:NTS UNLESS NOTED
v T--32' WIDTH 54" LENGTH 1 EXISTING FIELD CONDITIONS AND FABRICATION AND
c, 1. Y DISTANCE DEPEND ON GENERATOR BASE LENGTH, NO LESS THAN 2"• INSTALLATION OF MATERIALS. ALTERATIONS OR ADDITIONS of
2. X DISTANCE 3" FROM UNIT EDGE TO CLIP. TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE u
SIDE VIEW FRONT VIEW 1' Z DISTANCE DEPEND ON GENERATOR.BASE WIDTH; NO LESS THAN
ANCHOR REQUIREMENTS OUR CERTIFICATION.
a 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN; NO ADDITIONAL
o . . . .. . .... CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. -