HomeMy WebLinkAboutPLANS(C1) I (Cl)
1
12'
4"
LUW111UNY . AWNING 1AUHIU ANU AIIACHMLNI
OF FABRIC TO FRAMES BY OTHERS
AWNING FRAME PLANS
SCALE: 1/13" = 1'-O'
(SEE CIVIL FOR CONCRETE ELEVATION & LOCATION ON SITE)
DUMPSTER FOUNDATION PLAN
SCALE: 1/8' - 1'-0-
METAL BUILDING MANUFACTURER NOTE:
1. REFERENCE METAL BUILDING MANUFACTURER'. DWG'.
AND SPEC'. FOR ANCHOR BOLT SIZES AND EXACT
LOCATIONS.
2. REFERENCE METAL BUILDING MANUFACTURER'. DWG'.
AND SPEC'. FOR COLUMN SIZES. PLACEMENT AND EXACT
LOCATIONS.
3. FOOTING SIZES SHOWN ARE BASED ON REACTIONS SHOWN ON
MESCO SHOP DRAWINGS DATED MAY 4. 2045. Al
4. SHOP DRAWINGS SHALL BE PROVIDED DETAILING ALL ANCHOR
BOLT CONNECTIONS AND STRUCTURAL MEMBERS.
SCANNED
By
unty
N
Ln
0)
Y�
m
ao
Z
Zo
o j
LLI
z
J
LL
o Q
,
N
ua
�
z
Z J
o
O
DM
H
� �
wj
zLL
o�
O
a
-
REVISIONS
PERMIT ISSUE:
10,15.2014
AI CITYCOMMENTS
421.2015
42 COUNTY COMMENTS
QA 2016
CIO
Ga
ate,
t�
�J
�d
N.T.S. 5-1.1 1 5-2.1
TYPICAL TURN DOWN SLAB
(3)/5 TOP k BOT.
/1 TIES O 18- ....
2'-0-
SECTION 7
3/4- - 1'-0- 5-1.1 I 5-2.1
DUMPSTER ENCLOSURE PAD
n�
is
3-
SEE FOOTING SCHEDULE
CUP
FOR FOOTING SIZE AND
RENFORCEUENT
SECTION
2
3H- - r-o'
s-1.1 s-2.1
TYPICAL EXTERIOR FOOTING
• SEE
FOUND.
PLAN
(3)/5 COW.
BOND BEAM
- SEE PIAN
0, VERIIGLLY
2'-0-
SECTION 8
N.T.S. 5-1.1 I 5-2.1
SEE FOOTING SCHEDULE 3 ^ p
FOR FOOTING SRE AND bPtaR
REINFORCEMEM
SECTION 3 SE
3/4- - 1'-0- 5-1.1 5-2.1 _
3/a' .
TYPICAL INTERIOR COLUMN FOOTING
TYPICAI
FM
FRA
TO
MET& BUILDING
GIRTS
(2) 800SI62-54 O 2
EACH MOPY FRAMES IaGA.3 �J10^ J- CUP ANGLE '^
(3) %-0 GRIDE B BOLTS
O EACH FBAYE FRAME
SEE PVN
USEE
0 FOUND.
PUN
0 METM BUILDING
POROUS GIRTS�
FILL
1.25'.1.25'0.0625r TB
ANODIZED MUMJNUM WBE COM NUOUS
AWNING FRANCS TO BE CONSTRANODIZED
& INUM
I-dROU
-.0.06I5. 6063 TB ANODIZED ALUMINUM,
II ALL JOIMS TO BE WE w ALL-AROUND.
5-2.1 FRAME SPAGNG NOT TO EXCEED 2'-8-, SEE
SHEET 5-1.1 FOR AWNING LENGNS MID '
L
FDNS. AWNING FABRIC AND ATTACHMEM
OFABRIC TO FRAMES BY OTHERS
1
12
,2
SECTION 9
3/4- - 1'-0- 5-1.1 I S-2.1
NO T6
WOE
JD D 11 3D 53
II: FEET )
1 Ilxn = DD rt.
LfGENO
o•
� mx6x,ce
(Nx.owsxroan�
INN
E>a6.B,;w„BRMAR,
i„•m«EMCEMAw
___
IEtt��EaEw
ms.oc�wB,s3N
o
�
YRs.DaEN:axr
a
( )TN3
W E 6N
A49)I.T6.V_BA.¢
TBel...
µ•
3 +
� t I
___ _ _ _
�Ne
,77�s�R mra n'eva mwa
a xomy. �m
_ _
w
u, _ _
�,- CTilll II
13
i i i wiFgun'm:An i �� J�ir ll \`J 1ii I I I
-
y LEA •'
II '
OUTCRY _. I I"
i'imw I f DISCOUNT STORF wz.. --------
E6F (sBNx R
- s
9R- } u
- in¢.I25a,yAC v P (.rvlw[F I rug:
K IOAf01b FYe3D.N %cG_rm314v T.4-_ I li
1 1 wAreRs[Rv3a
NnBw Trre[xuxl-�FSCARNAW� "
........... ::........e-........_... IDLCECROxaLBmFls.:.-
y LENNARD RD.�
(¢I V OF IfAi sT.6E 0AwEl a N, W.l BAVED 3 W' nMJ
R14q
rA--.1,-
ItM a 2m D
Z WVFLI(I Z ` 33rv.FL 113�- z LLI z
B•Nw
W e'rvc (.=B3 iAlt Pl W
IOM Mi/,nv INu.El98 1010
�1Ful W W�IB•
w.TFxsFnn� - wr¢9.3
9M MM
WY. rbeu w.v ExaFTFUNp
INTERFERENCE POINT #1 INTERFERENCE POINT #2 INTERFERENCE POINT #3
Aono,o a'�ionj -IS
^a
Eff)
C3NNVCS
n+ lazlrcma3wc¢o WxM
5
u of N13LTKs,xRSENndEIO1NTs+¢E AwmwNnn.
,,
ivmov w.�usmuuiazi�ies r
L«,n�oN`mE. axoozas
u wA1EeaExR.w Nw.vrwswRE rtslw; (Mrss.
u NnK TEsis MNsxsm+6xF lWssxo<sresT ANN
'
.A K A. 21 swu nE cON W [IED Na Ny lEVhr 3Ns3,LLFD
DISTpBV1ION SVsiiNIRFSSC AIDOs AO
IESissNNLBELJ a[<Oc➢AN[E WIIN
_
,WNA �MM
N"23 w5,w•S,IE
.t swua<
-�
z
x
�emcFcrsrn+aE»6wA3Eeossiew/nDusrsreN
OL3E�31NA,CptDAN'F Yniv,ww. c-ns:.DrssK33re
c
'
BI �w.N,ree3.Ais AuxwRRtNAN.zm swumNnYYaTx TxE
<
RE¢v�NENrs OE 3NEIsxsN.
U
el R33FNsxxDOmADe9FssEDa3va LAD 1.0.pa3.Eouow
FDRr A s vicAnxxs.u3Fsreo3naa
�1
L L.,C
Bww �Y o �D w� hM�
EL s
PAVsOzi2MA n, E
A a0A¢Ns.
Z)D:Q ¢ZO
2, IFS FOea'.1111.O,S TO BE MII➢MU.2L Axn5LWF3
O>O U. u�iN
saNnvu.s rx BEMra3BxM(aNN.ss RilT¢wrsE
w
>_
��
-nco
B, �A�RBANRxi6N9TN6e.,H„N,6'AIAnT,
��-LLI
�v
(NI wiuwEroxEnm E(ENAnoNOF Fusrva; uiIlTM1LTB¢B
�a
w yEA.eonLNsmucrsaNNoress�rr3Eon.DoxnDN.0
Q 6; o
J w
iN m4.
ASBUILT RPZ DETAIL
W z
SCALE: 1"=2'
i was
(ASBJ I°PoCYWS.
T/V p,. 12.93
W
C�
Z,J
6JJD. Q. XX.XX
N. IOPl3W.99
~
E. B89HIB,fB
r�
rn'-I d (A58) 3/d-R.F.Z.
(A5B)I•RFl TxFk 15E0
15.60
53 `M.MAZ
vl
". a, 21b.9
E 8BB612.33
I E n O E f 9881t2.I3 3t�-W�tr
e � 1•FIXY
t I_
K I ttbl i
E bBMi.TI II '•e '
TV
AT3NN - ETTs,n¢Bx,n.3T/ :-'.,•! =�1 .
3097,:, : .. ,�.� M M
a^.�v1 X•..v�a_a_.x __
n9.b IA6ENe �
' na'[o-x.mwua xmmmi mz. Y.a
_ _� i _ (A58J I'W.M. A59 5/B-r 3/d-
eEN stE wArtFsfaVt<E Y k ( J W.M.
Eyia 60,y. • a + .SS t T/G EL I559 T/FR. 15.60
ta.
I 6N0.EL=55 N.1R .33
rts ASeEOD (e6N f'rcvY N•.s. _ _ t+?J -"L.
` N. IOJOHU.BS Nf0)020233
(A•alTn¢ t4t9•NL - in¢ fLN •Y a _. _-"- < .-N - H" I f M E. MW15.61
T'T' ZNo. K.tx ;T 4Fi< :. l „T f898115.53
N ITOfR.N ii<�,��Bl_E AbtlSN# ;-•r-'11<ii°G?:E:G.".`_'�Y%' {Z
inrWs rtE-ul kU
Y CF 6ID ¢. IBM
i <<V
T
I d' ft. t4i RI1.B2
f
. 1003b.43 x°,mxer�a s. (•1
6N0_
NF uusv.v � z
ai max„
t --- --- N IDWI&W3
3 •+ 'a�snx -
__________ ___#Y[____ I___________ __ __ _____ __f'Dqne,_z 2=____ i•+� EB9Bd16.59
I-JR WM �' MELALEUCA BLV 1
WM="-"" Y+^^ - _+ W `+�I- WM WM ASBUILT WATER SERVICE DETAIL
'.-b K SCALE: t° =12
co
Co
r/ Q. AII, ANC. Q. 15.1 O
r.
N. IOIOIW.20. E BB8395.30
(ASBI ETD a D-BORE
(ASB) a O-BWf
T9 Q. b.d$ AM a. ILIB
TVP Q. 5.f3, 6 bQ. ".. 30
N. 103 .61. E. 88NW.W
N. 103[AN2. 06, E. BBBI2012
(A59J LIFT STATION
St.
(ASBa. O-BORE
(ASBJYD
T,➢Q, 6.55, 6N0 Q. 12.30
i . A
. .6N. 12.30
(A58J r BORE
N IOAII.IB E BB91M.f3
10 1 VA
N IOSOMI stl, E BBBIS0.38
T/➢Q 566 BND Q. t2.33
.
N. fO1D12128 E BBBdZO.6I
-- FM FM FM
FM
---------------- _______(JBE6➢Jr0______EX.
_ _ _ _ ------
T7-----------------
__� ___
[AseJ BfsLvrO-BwE
A-1�py<BJ eEc3Nr0-boRE
UP R. 7.M.AM Q. Iz.N
r9 Q. 6.2S"a. 12.33 GRATE EL. 11.89 rm Ez. 9.16, BND ¢. Iz.0
N. 1070031.92, E. B9H X l
N. IOh 12. E. BBBI20.69 N IOMIM..Bd, E. 8B 1.26
E INV. EL. 8.94
ASBUILT FORCE MAIN DIRECTIONAL BORE DETAIL
SCALE L° v 12'
ASB LT LESEND
SCANNED
BYY F
Lucie County BWEN
ELY. MxfiE¢ME� ON
B
:
F ro`„seO F
PV1=lRxa,.D
DErJcxlNnaLDAiux
OnB.= OlF lRYWNAL BOOR
ry.: ZZT DBrA...
M�r9sT¢ T:ATRxxALYF
en - I�sswEzwE
,°:: SnMTARv
>C, F,Mr:ErOD,i
WATER S SEWER AS8MLT5
ss.sNarNWs.RvicE
TdM 6LOB/le sETIPW,1EAdsEW
iV.i SAMT,RV V,LVE
WATEkAW6Ti
VIWIB r 4nAL 0.65EVf¢ASBu6i
mJ.=IEWPM¢YSUM.FR
615M/2Mb rWA1Ea .¢A
=TO OE WLFIFVAIION
1T WA
6lE M/ILIB BA0.IIN 3Ek.d5EWE➢A.SBAllUIlT
iry.iCo 0E9VE fl,EV,RON
W,IEA N,d
WSVWW, ¢SE0.Yl6E
.- LE%V4Yc
L ELSVTHf NlFXALDA FFRTOh¢
` CAN
N'iRTH AMERICAN V£Rl'6AL DaTIM OF 1988
(NAV.D 'BB)
Anais.zVvxm O¢uEFERENRDwt.0 INESFMaxs ARE BA.EFD
2 TO NAD
E.TE DINaTMOUDA
M nyANVFRK,L O,NM
BNAA.VA.TOMNY T
. EASTZONFFFER
BDl.ATERABE RgiIDA Ea5T 20t£(1930
e ON6vA'A.,ODIro TO TOE v.w vanONsiO
TO
µv.0.
ADIYSTMEMs)
9EVAnPJi
ROBERT F.K RSON
MOFESS ONAL SURVEYOR AND MAWER
STATE OF MORSDA @SMJB6285
W.S.
)k 5
O
J
C -
T E e
W -
b
6g
_J Z
J Z
Da IL 0
LU _3
QaF�LL
��_ow
V'
1%
Q
F►gp
Q o
L g
Q 0
t, W
lII J m
I
W
4
3 3s1 4
SHEET NO.:
04OF
4
IAKEL
FEFBt TO O.L DRAreNss
FLR SI6N�SiE SK:IFILS
PSLAST LPGRER YULL GAP TO
A1ID LCLATVMa
BE SE NI Ii TO TLP OF N0.WIR'
MNL IRE: s1WA.TLRAU
A.Nk&E. LE PARKINb
sI6W6E A$ RECJIRm FEft
sTAR NO ILVAL WpEs
KIILS SIZE BRICK
PARKED REBENED AND ORDINAIG6
Day
BeIRalrA.mlx
NXIMIC&PF2D
6 AU1 ry
..R
ADCI:BB>HLE
mm�
4r
If3' p1A 6ALVPNIZED sIEE.
RFE SETV 13' OIA CONLREIE
'flER 3a' G® (NGILAU
FINI51Fy GRADE 1RE: LNIU LIIE W IF
5APifM
LLKH AT 5106 A4D BALK LF
5IPlIO
TAMTaIER EIGIPI.RE
ACCESSIBLE PARKING SIGNAGE
.�
NOT USED
7
11 NOT USED
5
BACK ELEVATION - DUMPSTER ENCLOSURE
3
$CNP: N.T.S.
SCALE N.T S.
$GLLE N.T S.
SCALE: 110'=1'd'
PRiLAaT caNcra=rE wuL cpPTD
TO TOF CF M45FRY
EE IRE:
P4LLL (RE: s1RL1.MtPU I]
PRECAST LOICREfE FULL GP➢TO
N'-Z Va' .A NNINGTPETC_TO
TO MATLX
V4
BE SELLREp TO TLP OF MA�ANRY
WI VIM, F
BUILDI+LS FIELp LOLLR
Va• G
e
FLALL (rQ: STRIKRRAU
T' BARREI T1'FE E YELLED K'X B'.Y 4H•'1 (1rPILAU
• �
NRE`
BALL 2F}RIIK XII.ISCU W FORGED
•
LIRR'CATION L.11.Itr PAINO
KINb SIZE sRILK
S
(gMINYAY GW POIm EEW
Oyl.
T$ LAP. SET MN
'
(RFa sIWKNRALI '
MTI PULE:
Ts EMIR
PA;
INTO2
%• IMO ]a• LOLL. PIER PAnrt)
P
•E
SET M 24' LOtL. 6/Aql s
FACE QRILK TO y . •
PAW)IM039'p10.
PIER PAW)
MATLN B'IILPI% Fx
F
4 INFO AT 16'OL: VF4. �' •'
LIEE LF LONIINbLS CONCRETE C
AT 3
^
MdAKKY LELLSTO EE F
G.RB 51pB ANp BALK W
0.MP•THt L Y
FILLED MTX 39O, 3x
ENLLOFARE p
iRLREre frTPlcNJ
4:
--- -
IRE. STWI:M4L
w• M
F MISNED 6RALE I$:.GMU
1-I%J' - ]] bA1GE 'A' PAxEL MELDED TO FRAME PAIM 9 A 1
LPHE INRF MO IED TO LVISIM LF ENLLPjJRE N, "E. bATE WITH LJOWD ANbLP FRAME -LAG W) FKIIG
IW YELD A10 bRID ALL YJIN3 SIgTN (ttPLAU PAW)
-
IR' plA STRIKE ItlLE514 PAVIIYa TO RECEIVE 1rz1IR• STEEL BAR 6TOLK BA xE, BET , ANGLE
LOA¢REp LANE @'LT iAS IgPIIREO) GATE FRAI£ ON L IOE OF ENLLSYaIFE (2 EACH bAM
PRECAST WALL CAP
SIDE ELEVATION - DUMPSTER ENCLOSURE -
4 11
FRONT ELEVATION -DUMPSTER ENCLOSURE
/]
L
SCALE NONE
sLpLE tla'
suLana+rd'
1rzYEL
(OFFSET TT' W (o T
TO b O REST
TOP cf LN£ DL»
N
3/AOJ
Fv,X S/16')1 S/a' 1tlLE TO
rYLEIVE LE)LT; FILLET
IVE YELP
DJMPTTTL EWAOSRE GATE LLLK+tl1E
51pP5 TO
TO
µ16AlE
5/B• DIA LNE BOLT: FIEUP V£Lp
I bL. TO iRP/IpE ANp 1115TALL IATCWNS PMJ
N'-1 VL'
5T'. TO PRLVEM LN FROM
LOCK XPAJYWEE AWiOVm Br Fps PROSLr
BYAO" Y®IX
BEIN6l4TtlJEO
MANAFER
IZ•p
Ts 2.4- X MV x 2' W 1/4' PLATE
E EW RLLL XCLF$ IN LAPTO
MO. 3'L'
ALLOX FREE EO T IYNEMENT
GATES NI W .. ETL-TO BE PAMIEP TO N1TLX
_
&OT AT 671'TOM
.1.1. FEW CCWR (ryPILAU
PDI0.xD'LO,Ys
OF LANE
pgLASr LONVIVEYNLL LM
W i[LU(6D TO TGP OF
6' DIM, SEEL PIFE BOLUIm;'r^LID FLLLED
6/AO.I
9
GRILL V3'DIASTRIKE IDLEM
MAC YYI4LL IftE. 51gA'MtgLl
(p PNMTONATLX
PAVINS TO RECEIVE LONER LANE
Yd.
ENr'40MURE (/JEER 1kE. &AO.
II .1Ox
ITrPJ I
BOLT
Va• PLATE 4'x12' MO 4LEPT10N
IYREs FOR LANE B T
LOMIWOV-LW EtlIID BEAN 10/AO.1
:
i1
R
-------------
-- _
B' LGNLRETE ELOLK ENLLlf1RE Y4LLL
4 &9R5 s 1L'OL. VERTILALI I
': - I
1.
�
3-5/B'x4' pAK BOLn EALX E190F
NIEFozr FIN -ON..
-
n -
�
RATE
cELJs TD EE FILLED MTx 2`.10 P51
LONLRER ITrP) IRE: STRGIIRgU
bL. TO FRO M HA Y TIES
V IILALLr AT 24' OL..
IbiIIDMALLr TIES AT %' OL. ITYPJ
-
rowzoMAL aRe-W.LL• Twr�s
I REIIFORLETOiT AT 11 OL.
vBftncaur nxE: sTRLTLrurJ
;
_
1xrER1Rt FACE, PAW TO MWOR
BUILOItK FINISX LOLLR ITYPILNJ ��
KINb 51. HEILK—�
wwsrER EOJIFYEM, Br Dna+s 4
=
1
•I N 'a
1
..
1.
CANE BOLT DETAIL
9
scAlEBre'• ra,
gKIILS SIZE ERILK
UI¢ OF FRELAST LONOR WLLL LAP Zy
G Y
(AMvFJ TO BE SEGLfED TO TOP LP
B'LOWINOOI
NAANLr YIALL 1RE`SIWYNRAU _
bL.T UTILi crE
PNLL WITHF FI ON
OMTCH NON IN+ERIOR
TWOVIDE
pOI¢ TOP.
FACE PAW TO MATCH ®JILDIN6
TO
:
FIWSN(gLLR
T5 LAP P:.ATE: SLT MIN 36'
bL. JULL RtOVIDE 3A6'
Im3A
O24'a'WRX
WO 24• DI0. LONG. PIER FAINT TO
6' DIA SlE$ PIPE EOLLATm;
IbIAl4lHJ YEEP ItlLEa AT 93'
MATLN &ILLDINb FINISH LOLRL (ITPILAU
•�
•ACID FILLED MTI CONLIgR
IMX I PILAU (M3RIZpNTNJ
P AI0 PNM TO IMTLX
-
EIYAOxOJ.RE COLOR (iYPww
LINE OF CONTINUO 6 LONLREIE
Ntff STR14ON
VI Ar S10E5 AND BALK OF
RII`F'TER GALE MTN L3x2x+/4 NGLE
ENG.D_+d✓E
FRAEff -LCIS UE FAUNS K-YELO AND
yMExihR
-J1, FlN15NEp FL0(At
1 -_ YI -•O'd—
r-1 x N
GRID N.L JORT5 sIHAI ; PAINT TO
MATCH & LOIN& MI LOLLR (IYRLAU
F..SN'..
.I U. W NEI PAVINS
FIMM 6RADIIL5 M, LIVIUf '
V_
�II IkE: LNIU
M
I't�;. IB'plAIfTEA LONLRETE
REINFOROpLONLRETEbRADE
^ m
WR �W
�_-J BASE IRE. STlII4'TLR.W
BENxIRE: sTIdGTLRrLL FLR
"M"
B P S
511 AND SFELIFILAT01'.5)
REINFOrzLED LONLREIE SLAB
PIPE BOLLARD DETAIL
$
SECTION -DUMPSTER ENCLOSURE
6
ENLARGED PLAN - DUMPSTER ENCLOSURE
scALea,e'=Im'
suLema•= rd-
scALE: va'= r-0
DATE: 1o.1sm+A
JOB
ORAwN Fs. sP
CXECKEO: LLC
FMI
Larry L d)risdmA.LA.
ArdfiW
Hufflon
PELLEEIxiE 736 CCOFherry he,,yt C nUCTWx
Street ss
ChaUfanosga, TN 37402
423.643.9220 Office
4U.664.7100 Fax
aN
OU)
0)
M
J
0
z
O J
O
Q
OJ
0
Z
W
Lu
Z
Z C
o
~ en
l�/I
c
X rn
F_
cr
zLL
o�
a
EXPIRES: 02.282015
Larry L CNIOUn AIA. N.CAR.B
Fbntla Regatratbn
.N 10)55
REVISIONS
MNp M PLAN 6 ELEV REV: 0..014
PREIJM SEr: 01.15]014
RENSEO PRELIM SE(: ON P 2014
PERMR ISSUE 10,1B OH
SITE AND DUMPSTER
ENCLOSURE PLAN
AND DETAILS
SHEET NUMBER
A-0.1
RECER"D z 0 At