HomeMy WebLinkAboutPlot Plans SurveyI
Marcope, LLC
EC13001174
10131/19
. Work Scope:
Install 16KW LP gas
powereed back up
generator with 150
Amp automatic
service rated
. transfer switch
f Mark Cross
VY'
101W Guws WwebC IAl
gg
i ��6 "w^v ! �° w
w�
SUNLW GARDENS: UMT 3
xrcrma To Tne Xar mttw ns
X MT BOB{ Oi rd2 6) Cl iNB X1L0
I I RC09DWbT.lK6 CO. TLO�L M9 WL9.
LYXb X BT� LIrL LO- Xf4ID4
I Cbn 4rH5 NOC OR LC66
I Wm9 B 1 IRIM1W DE"i POT ..G =
.� RIp B-6 GT NO [b41FXB R
3aa
MOP. p�11eON
-
O'FBXFD 06T.rOT6B
..
one line diagram
/�
PU • a ry mn 1 a 'im'i
1r
z m' 91R M
I ->�trwl N nw sXwdn BY awr.
'w m rr. ff IfoBs pr.BwX6 sBmlm er
I F 6�IaT'SIRBONf19 W uM®1NM1r A9C
w .edam THE ais.¢ fu�e.ea11 LOBNim
- '
.
6:mWq 156®N NesfeOBryeE LOTS
LOTS /J — —
ro68vmvl c J� :'I
LOT --N'
•.Dye Rp.tlM IN ilBu�pl®Ai
®1N. W^
/
LOT 6 a
.i
_NLSMDWSM♦6/B"ROD
ON
am
. ' . ..
.. fsoN:puNs J
oofifxc .I ,'
Rvv6 D/P uwm
rnm xmm
..
1�Nry Xsinmemrm..
i6TOK!
a
I
]. NL IVI OWFN90xe N¢PUT NN I¢f911¢0
NOhA
0
ExbWpfm®ro
T b+ND ALB 1 ,
bah.
'.'i EEY AMS N SOW N6B01 M 6A— .. .
.... - ,, .�
MalnFmel
tWva eRBD�frtaBes aB6nwsf;xmm
._.
' bOenYm ax0A940W -
EtlaM1:G9TL11mefR
. eetl50gpanN
¢y ejn v
5 ( m� �
,i
I I
I
IRNYd6ONfOe �.
_ �
�
. Nw301K VN 1I0pwvNAL
'
f �
I 4 r
al^ 'i
I
161fW OII<OOIeE eonaralDr
-'
•II�J
c
.
.
�fA�M/lA�1B.YLLY
rQ1,1R t.64.
wel6¢uv ammro rB.T nomL N.nc cox R[VBaE aBwaBevloLv .,
-
- .
yaarom
„c,xue.e wmmBuem rre RBef0E1B1 wa6 nRreern xXm unova e.ow naeD
YL DiDOB.RR tl1Yr O NR R! NICi 1D[ PWYAR IROGO<16`DI Mf 161.,rInX V 11 LOLMiL. X4L
.
.
D/. RKBR W]YI YIIB®IOT TO OIDD.fOS O4¢ -
' _
1M 9iM W .W Ia7V1f W ®m iIBOA.¢
//��..,���
60I1N6AaYYr.. M1C
16191.E e/ k]iEcoK Mikt iL.n9
M YNID vRnul M Z14M116 m0 ORYLI O.®
fra v.rwmn um6a RMK.B Xm NNIG
2rAY2LnR9T T.RIiD eVriVEYlNe INC.
WEN.
- RL d 1a1CX
-
.. -
'
-
-
eeztrenrz a NIMeW.Dlldf anern ua ]36N)
'
�
n 1pnifst EARAD
' -
eo+svararo d aRwi paa9 vofNswxlr
n gpq•
9'
.47
N m i p lW,r
..
•
.'aoeR:
vBav afvwcx. rs- .
..vro
:4J...
MMU (772) 869 6680
'ro' 0'r 6
L$' =
FR - M2) nD-3µ6,
-
h61h ratle®hxcmn
16-J2!
®iwm' i
UHn REI1GTH '' T� (,N/ry/O
I I
PAD
nxaoa
LOCATION MDR —\ FG3154.4G
i 1.063'}
FIL7
HURRICANE CONCRETE PAD FOR GENERATORS
(GENERAL AND HONEYWELL UNITS)
(ON -GRADE APPLICATIONS ONLY)
essws:
ABDUf TM6c,.AxQG �AOYT9,s
O O
mMAIW 0 XD
Rra
.A
� RIa
,HDADONR EIrtxXL VAsm
mspLL DaDMeIR CERliN4W ORpN
(]0.
ISOMETRIC VIEW
1/4'0 ANCHOR
FG5431-4G
LOCATIDx
)
!
o5.4
- i- - -
PLANyE EW
PLAN VIEW
PG3Is GTYPlCALANCNDRAGEI
(4)3/8•DER, AMIFAST CONCPETE INSERTS (PAW. 1650D3&
TL9431-4GTYP3GLANCMORAE�
TEST REPORT 96329 BY ELEMENTIMWE TEOINOLOGY)
(3)1/4DIA. CONCRETE INSERT (PARTS RM0119 &TEST
W/ 3/8' DM BOLT ASTM A302, 3- MIN. EDGE DISTANCE,
REPORT S 12-0967 BY TEC SERVICES) W/ 1/4' DIA. BOLT
1-3/8' EMBED. INTO CONCRETE (BASE PAN MIN. THICKNESS
ASTM A307, 3- MIN. EDGE DL ANTE, 1-1/4- EMBED. INTO
• 0.69' AND MIN. BEARING SIRENG114 • 6 K51)
CONCRETE (MIN. SEAMING STRENGTH - 6 KSI)
O
`Lf
r
I --
r
.�
WIND LOAD I
RESULTANT
I
GENERATOR UNIT BY
SEPARATE
(SEE CONCRETE . PAD
SCM
WEIGHT REQUIRED)
t
7
0€
I
951-
FRONT VIEW
PADWIDTH t-'AD
LENGTH ---{
ALLOWABLE DESIGN PRESSURE: SEE TABLE
REWEAED WAD MAD DESIGN FRE.SOREE GEDAAITO FOR EST BOTH THIS SYEEEX
SHADE., DETEPNINFO VXOG $A. [ERIIFIGIMX OX AKD-SME. IC OA515IX
oATEREE. WIIX THE GWI... Ep.I. STER SPLDTD LOAD REDVIRE.S. AS
EiERNmm IN Arm.. WITH THE APP IDUDLE BERRDmO EODE . XE OAR
THAN 04 EQUAL TO THE POSDIVE OR NEC#TM OMER ERESBVRE'RRP GPAOT]
WE$ LISTED HARPER IDA ANY... AS EXOWX.
'GENERAL NOTES
CONCRETE PAD SCHEDULE
IMR DIxFx610M OX)
NxIRXR
m""
PAD
PRO
WM1DmR09
M
4DUn TOR
W[GM
IOIT
HAD
ABtE
AYOV/A0E
WIDMixxXGM
MflDHE
Aysl
WIDM
C--
IIDS)
@F RA
RFSIM1TAIR
TRAP)
IWT
I
RAW
I"m
ABm
x9.W
Shc
y y
Y'I
'1<ID.ss
ARM
Am
]AO
nA
%9I
l
mW
I'm
«m
H.m
Am
.
Am
]EO
"..
3A.Is
]I.R.
ls.m
nW
lls
n50
lX0
Y.Sx
]Y.xs.
v"
am
39.W
AN
n%
t-.
lim
v¢91
svEXw
Ssm
Aem
N.m
sxl
nsa
Am
aD
lnni.
xsm
ABm
n.m
Am
1'.
111.SBm
AOm
ID.y
A.
lA0
Nix
AMVx5�_«mxAm
asns6
lsA
Nxu
]D.50
A.m
LDtlm
x$.m ABm
AW
AAB
AB.W
39.ED
AC4
ID.Y
A.m
lA0
AIs
35Lm
NO 5:
I-G]NCRER PADS WOW PROVNm DY NNNUGC EREH, WASTED BY OTHERS.
2-HERMUM COMPRESSNE sTRENGDL 1-A,OBB.1 AT IS D..
3-ALL OTHER OHM NOT SXOWN SNPLL BE DESIGNED ON A CASE BY EASE BASIS. LARGER CONCRETE PADS N1 BE DESIGNED
PEA DIFFERENT LOAD COMBINATIONS.
14-1669A