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WITH KYNAR 500' HARTFORD
GREEN FINISH
BRICK
ROWLOCK ---
BRICK
SOLDIER
NEON
TUBE (GREEN) -
BRICK
SOLDIER -
BRICK
ROWLOCKS
BRICK
RUNNING BOND
AWNING
PRE - FINISHED M_ �TAL
WITH Jxl BATTENS
AKTYNAR 500' }DARTFORD
GREEN FINI
W TN KYNAR
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HARTF FINISH
EDGE OF COOLER/
FREEZER BEYOND
BRICK EXPANSION JOINT
DBRICK ROWLOCK, TY .
O N T E L E V A T I O N
SCALE: 114" = V -0"
METAL COPING
PRE - FINISHED
WITH 'KYNAR 500'
HARTFORD
GREEN FINISH_
BRICK ROWLOCK-
18Rb OLDIER -
NEON SIGN
CERAMIC TILE
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RUNNING BOND
PROFILE OF -
GLASSHOUSE
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LIGHT "
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iIC
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SCALE: 114" = V-011
3 1/2" METAL STUDS
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ILICONE SEALANT
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FRAME PRE - FINISHED WITH
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GREEN FINISH
- - 01-011
TOP OF SLAB AT
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WALL BEYOND
BRICK SOLDIER COURSE
NEON TUBE - GT EEN /
10ERAI'11C IN...E PATTERN
37 SCALE 314"
GENERAL NOTES:
1. SHADED GLASS BLOCK SHALL BE 8" x S" 'DECORA'
BY P I TTSBURG CORNING
2. AWNINGS SHALL BE CANVAS WITH ALUMINUM FRAMES
3. ALL TILE 15 BY LATCO
REVISIONS
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EDWARDS + HOTCHKISS
ARCHITECTS, INC.
219 WARD CIRCLE, SUITE ONE
BRENTWOOD, TENNESSEE
37027 -7593
PHONE 615.377.3111
FAX 61S.377.0978
DATE ISSUED
JUNE 7, 2001
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BATTENS AT 16' O.C. SE 'KYNAR 500'
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FRAME PRE - FINISHED WITH
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GREEN FINISH
- - 01-011
TOP OF SLAB AT
GLASSHOUSE II
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BRICK SOLDIER COURSE
NEON TUBE - GT EEN /
10ERAI'11C IN...E PATTERN
37 SCALE 314"
GENERAL NOTES:
1. SHADED GLASS BLOCK SHALL BE 8" x S" 'DECORA'
BY P I TTSBURG CORNING
2. AWNINGS SHALL BE CANVAS WITH ALUMINUM FRAMES
3. ALL TILE 15 BY LATCO
REVISIONS
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ARCHITECTS, INC.
219 WARD CIRCLE, SUITE ONE
BRENTWOOD, TENNESSEE
37027 -7593
PHONE 615.377.3111
FAX 61S.377.0978
DATE ISSUED
JUNE 7, 2001
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AWNING NOTES:
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6SHOUSE I
PAINT GOO FI gVRES
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ROOF DECK BEYOND
PRE - FINISHED METAL ROOF WITH 1x1
HARTFORD GREI OFIN155E 'KYNAR 500'
NEON TUBE - GEEN
AWNING
_ 17' -_1111 (ABOVE 0' -011)
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13' -0 11_(ABOVE 0' -011)
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WINDOW HEAD AT DINING 'C'
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GREEN TINTED TEMPERED
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SCALE: 314" a I' -O"
GENERAL NO R50
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REVISIONS
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6SHOUSE I
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ROOF DECK BEYOND
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HARTFORD GREI OFIN155E 'KYNAR 500'
NEON TUBE - GEEN
AWNING
_ 17' -_1111 (ABOVE 0' -011)
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WINDOW HEAD AT DINING 'C'
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OF BEAM AT GLASSHOUSE
HEAD OF WINDOWS BEYOND
GREEN TINTED TEMPERED
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FRAME PRE - FINISHED WITH
KYNAR 500' HARTFORD
GREEN FIN15H
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GLA5SHOU5E 11
WALL BEYOND
I.
BRICK 50L R BOURSE
NEON TUBE - EEN
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SCALE: 314" a I' -O"
GENERAL NO R50
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2. AWNINGS SHALL BE CANVAS WITH ALUMINUM FRAMES
3. ALL TILE IS BY LATGO
REVISIONS
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EDWARDS + HOTCHKISS
ARCHITECTS, INC.
219 WARD CIRCLE, SUITE ONE
BRENTWOOD, TENNESSEE
37027 -7593
PHONE 615.377.3111
FAX 615.377.0978
DATE 155UED
JUNE 7o 2001
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NOTES
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A. OWNER: O'CHARLEYS, INC. 0 �
3056 51[DCO DRIVE 0
NASHVILLE, TN 3-7204 — <
TELEPHONE: IL
B. BOUNDARY, UTILITY AND TOPOGRAPHIC INFORMATION TAKEN FROM
VE-51eN pRi"IN66 FOR MERCHANTS POINTE BY,
i,-&HE ENGINEERS, INC. b00-452-6406 (N
10505 N COLLEGE AVE, INDIANAPOLIS, IN 462W
PATEPt 01-22-01
G. TOTAL AREA OF 51TEs 1.62± ACRES
P. PARKING 5UWAR'I'. U4
105 PARKING 5PACE5 FOR CARS
5 HANDICAP PARKING- SPACES + (<D <
110 TOTAL PARKING SPACES
<
<
E. BUILDING -7,150 5MARE FEET 0
,,>r-
F. THE CONTRACTOR SHALL BID AND PERFORM THE WORK IN ACCORDANCE Z *-'i� 'u
WITH ALL LOCAL,5TATE AND NATIONAL WDE5 AND THE C) 0 2 1';� I �
REGUIREMENT5 OF THE LOCAL UTILITY COMPANY.
G. PER5ON5 U51N& THIS DRAWING SHOULD CONTACT LOCAL UTILITY
COMPANIES FOR EXACT LOCATIONS OF UNDERGROUND UTIITIF--7-
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H. ALL DIMENSIONS ARE TO FACE OF CURB, UNL --j E55 OTHERWISE NOTED. Z
1. UNLE-65 NOTED OTHERN15E, CURB RADII 3.0'. z
<
J. DO NOT 5(-- ALE TH15 DRAWING AS IT 15 A REPRODUCTION AND 5UBJECT
TO DISTORTION. F-]F-I[:]F-]F—]F-1
K. IN THE CASE OF CONFLICT BETWEEN THIS DRAWING AND ANY OTHER QQQQ]Q1-1 El
DRAWING AND /OR THE SPECIFICATIONS, THE EN&INEER5HALL BE kill
IMMEDIATELY NOTIFIED FOR CLARIFICATION,
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04-24-01
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A. OWNER: O'6HARLEY'S, INC. <
3038 51DCO DRIVE
NA5HVILLE, TN 3-7204
TELEPHONE; 615-782-8831
-- - - - - - - - - - - - - - - - - - - - - ry
- - - - - - - - B. BOUNDARY, UTILITY AND TOPOORAPHIG INFORMATION TAKEN FROM cz r-
--=:-= -- - - - - DESIGN DRAWING FOP, MER6HANT'5 POINTE 5r; "t < ?r'4
7r HEIHE EN&INEER5, INC. 8�00-452-640,5
F 10505 N COLLEOE AVE, 1NDIANAPOL15, IN 4ib_28�0 tV
q_'11TORM 5TR. 35 DATED: 01-22-01
TC, eflq.20 < uj
F/L alb.&O C. TOTAL AREA OF 51TE: 1.62± ACRES �x N':�
(BY OTHERS) 2 0
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L J D. PARKING 5UMMARY: X u>1 i'D z 4�TOAM 44R-44J 105 PARKINO '5PACES FOR CARS Z F Tr_ 521.10 5 HANDICAP PARKINC75PACE5 + Zpz H
'co - < u-
H
110 TOTAL PARKINO SPACES R9
4BY OTHERS) tO 5-0-
NEN CURB TO MATCH EX15TINO. 234,LF OF 21" Q o.25% Or oTHERW a n
MATCH EXISTIN& PAVEMENT -7,150
kr 4- E. BUILC�INC, 50UARE FEET < u)-2
ELEVATIONS TIE-IN LOCATIONS. K,
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F. THE CONTRAGTOF;Z SHALL BIC) AND PERFORM THE VICRK IN A(-_CORPANCE
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WITH ALL LOCAL, STATE AND NATIONAL CODES AND THE
REOUIREMENT5 OF THE LOCAL UTILITY COMPANY, 6
G. PERSONS USING TH15 DRAWING SHOULD CONTACT LOCAL UTILITY QL
COMPANIES FOR EXACT LOCATIONS 77 0 ATIONS OF UNDER6POUND UTIITIE5.
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REMOVE ALL FOUNDATIONS, UNDEROROUNP TANKS, PAVING, BASE () FI 1FIFUL-10
FT7117
ETC. IF REMAINING, BEFORE BEOINNING CONSTRUCTION.
L. FILL ALL PLANTERS /ISLANDS TO TOP OF CONCRETE CURB WITH
�'TG = 819b5 '
STORM 5T 34 TOPSOIL. TOPSOIL_ TO BE CLEAN AND FREE OF PEBRIc,, ETC,,
• 23.6,0
F/L 516.04 -7,150 5F RE-5TAURANT Jl ' '
(13Y OTHERS) TYPE V CONSTRL46TION F,L, I". THESE PLAN'_5, PREPARED BY rE51ON AND EN&INEERIN0, 00 NOT EXTEND 11/1 11�xl'
;31 & TO OR INCLUDE SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION
J �� '
PROTO 2a-EC7H - 2% SEATS I okllr ......
CONTRACTOR OR ITS EMPLOYEES, ACENT�� OR REPRESENTATIVES IN THE LW 0r
rLc
u PERFORMANCE OF THE NORK. THE SEAL OF DE5fCvN AND) 'r • Cv U' m F.F.E. e$23.-5
' � ! 1 ,r� 2 ;.,, PAD 2Q2.eIC) BY OTHER-5) 1 ,W
LCI REGISTERED PROFESSIONAL EN61NEER HEREON DOES NOT EXTEND TO AN-11 3 .
�`� '� SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED S' <
N* TAPER CURB IV: 12H INTO THESE PLANS. THE 6ONSTRUOTION C-ONTRACTOR SHALL PREPARE 0 ~= ;'AZ7-;-
It OF
TO GUTTER LINE. OBTAIN THE APPROPRIATE 5AFETY'SY5TEH5 WHICH MAY BE REOUIREP By
PN z
(m, r U.5. OCCUPATIONAL SAFETY AND HEALTH ADMIN15TRATION (OSHA) AND/OR
Q) LOCAL REGULATIONS. -CONGRETE STEPS N/ HANDRAIL5.
(2) It" TREAD5, (E3) EOUAL P,1515R�: nl
INV = 616.50 SEE DETAIL SHEET. 11.1 •23 R N. IN THE CASE OF CONFLICT BETWEEN THIS DRAWING AND ANY OTHER,
U. 23, DRANIN& AND/OR THE 5PECIFIGATIONS, THE ENGINEER SHALL. BE
�L. ITOR� STR. C1
TC P22.40 IMMEDIATELY NOTIFIED FOR CLARIFICATION. F-rimRr-iF-ir-�mR
I L.F. 8>" PVC 1.0% (-11N)
.21. It F/L 616.06 _11-IFIFIFT-1-11
_ �� 13 LF OF 2Fi'-0-0:Q-55*jp�K 60 ROOF DRAIN LEAP (19YOTH"M) (BY �THER5) r
STORM 5TR. 35 INV 1!z9'1&00
TG 614.10 z
F& 815.88
(BY OTHERS) If <
3q LF OF 12m (BY OTHrRS) x
0.10 PVT F
STORM STR_ 25-10
6" ROOF DRAIN LEAD (13Y OTHERS)
TO = 61q-24
FA_ = 515.b5 41 PVG I
.F." a D% (MIN)
(BY OTHERS) L 8, X
0
Z
TC, = 821.40
FA_ = 818.30 (N) V 9 <
FA_ = e05.56
(9Z OTHERS) IC
F OF 21• 0 0-2q% (BY OTHERS) l
126,
Z
'7
STORM T r STORM 5TR. 15 0
STORM STR. 31 TG 622.60
0 LF OF _i3- • 03IR; (or orHER5)
TO 51q.24 5TORM 5TR. 7 F/L = 515.bb F/L 51732 lu
F/L &15.-70 TO = 520.41 F/L = 81'7.00 (SE) F/L 5141,04 (5)
(13Y OTHERS) 4L
(BY OTHERS) F/L - bI552 (BY OTHERS) Inn
(BY OTHERS) 6-11- o"
_-7- 210
PO/N/t:7 Z 40
I'l i if-�.Zt�RY OTHERS) _ = Y
_117FT71FIFIFT7117-1
�1- :5" 0 0.2.5% (BY OTHERS) RF
0
'r 0
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- DATE 1550ED
03-26-01
63 L op STORM 5TR. 6 35' ®0505 (BY OTHER
14 LF OF
TC STORM 5TR. 49�
'5*
F/L 515301 TC, 6214 REV151ONS
(BY OTHEfLs) F/L = 819.11
OY OTHER5) tL A04-24-01
A05-2q-ol
To blq.qO cQ
F/L = e0W r L_T_ za'�-A4.4i7 !ZZL-L, OTHERS)
It (BY OTHERS) It �" OTHEFZ5)
52 LP (f>F 1'
___ ____
STORM 5TF;Z. 5
Tc-
F4.,-= /STORM 5TR. 49
143y OTHERS) TG - 621.14
F/L = 619.31
(BY OTHEfz5) QC
:-7
17 LF � L ��r H
QT _-HERS)
43-0221CA3AD
IMIN
M
MINIM
MINIM
0
0
ONO
-son
Tc-
F4.,-= /STORM 5TR. 49
143y OTHERS) TG - 621.14
F/L = 619.31
(BY OTHEfz5) QC
:-7
17 LF � L ��r H
QT _-HERS)
43-0221CA3AD
20
I l(oth STREET
SAN MH B
5AN M` I4 TG = 822W
_aY. l INV IN = NbI3.65 (E) TC = e21.00 INV IN = 3.63 (10 INV IN = E'= 49>10 . (5/kE) INV OUT = e13.55 (N
) INV OUT 450 ()
(BY OTHER5)
,q4 F OF e" FV6f* 0.45% (6r &TkER5,) ,32 LF 0F Pi "' oTHER5) WAR n" as rear sum aw rises W� mm *"m errr mm WAM 2,52 LF OF e" FVC aae0.45,16 (6fOTHER5) sea man mm am w" No
7 MA)<E CONNECTION AS PER LOCAL
li- TORM 5T R. 35 5EHER DEPT, REGAAREMENT5
If W INV IN &13.-75
FA- 516.1��O 5U6-9E-5TED (SAS SERVICE LOCATION
(13y OTHER5) FINAL LOCATION BY &A!5 UTILITY CO.
COORDINATE V41TH C?A5 CO.
2" ROUND TEL -4&TORM 4-TR,40 LL
PVC FOR
CONNECT TO TEL UTILITY TG 821.10
(2) 4" PVC CONDUITS To COORDINATE WITH TEL GO. FA- = 8I6.33
POWER SOURCE - SEE ELEC -,XY OTHER5) 234 LF OF 2111 o 0-25,96 (EW OTHEIZ5)
I" ROUND PVC COND FOR GATV 16 L.F. 6" PVC 0 4.2a%
SHEETS FOR EXACT DETAILS CONNECT TO GATV UTILITY
COORDINATE WITH GATV CO.
P-7
C.O. INV
SANITARY C-LEANOUT
j ' f
(T*rP, SEE DETAIL SHEET)
It
W PVC 0 4.3596
'�STORM 5TR. 34
TG = &141165 GAS METER
• FA- = 616,04 -7,1505P RESTAURANT 6Xb HYE, INV 61b.4& f
• �` (ElY OTHER5)
TYPE V CONSTRUCTION U' r '�
j'� �1V 1 ' I PROTO 25-E&H - 2qb SEATS
F.F.E.
2" DOMESTIC HATER METER 4 6REASE TRAP
I" IRRIGATION METER LOCATED INV IN = 89.25
INV OUT = 519.00
IN BUILDING? 3" VENT LINE (5EE DETAIL SHEET)
Li)
R.PD.F.P. LOCATED
IN BUILDING h1 6"(P PVC IRRIGATION 3/40 AXED HATER TO P057
'�
6" 6REA5E LINE 5LEEVIN&, TYP. SEE NT 0 PUMP. ENCL. MIXING
INV = $141.7 VAL 5 DETAIL SHEET. HyM
LOCATED IN UTILITY ROOM,
It INV = &le-50 4 SAN. LINE (SEq PLUMBING PLAN BY OTHER-S)
"
INV &q.-75 STORK STR. q
TC = = 816.06
-_.
5PRINKLER R15ER 4 51AME5E CONN.
F/L �' -_
'LF �F- 0 R? 5EE BLDG. PLUM5145 1".)RANN&5 (BY �THEfzs)
By OTHERS 6- ROOF DRAIN LEAP (19-f OTHER5)
TC - 6141.10 PAD MID TRAN5F -SEE ELEC INV 6145.00
FA. = &5,D& SHEETS FOR DETAILS 4
(BY OTHERS)
EXACT SCOPE OF WORK
4q LF OF 12" (BY OTHERS)
(4) 4" PARALLEL RUNS 2u CONDUIT .„ '
TO-5HITCHBOARD -=E ELK'.. memm
-Z�s , 8" ROOF DRAIN I-EAV Y OTHERS) APPI�OX. LOCATION OF TEL.
STORM 5TR. 52 ELEC
TC, = &141,24 (5EE'5LD'&- r.)H&5 BY OTHE
F/L = 815Z5
(E3*T'OTHERS) 5AN MH 0 6" DUCTILE IRON FIRE MAIN / 0'1 I 1-)/p
20 PVC (SCH 40) HATER LINE
INV OUT = e5l (I --(SW F-L
5.43 (N) By FA- = 846-%lR7-(%L _VMBIN& PLAN BY OTHERS) ry
INV IN = e5l5*'53 (5) 4�1,40
(PY OTHER5) F/L = 8056 -- me c.QNNerTION PER LOCAL
F OF 21* a 0.2q% (jqY OTHERS) 45X OTHERS) HATER DEPT- RBOARpt-IIENTS,
f
7--j fl;>� X. LOCATION OF M.D.P.
126 Lp -4 (SEJ BLD'9. VWvS BY OTHERS)
r
K
STORM 97R. I&
L-Tc -
STORM / fEA----
STORM STIR. 51 15 LF OF' 3311 o 0.31$9 (By OTHERS) Tr, 622-60
TG 511q.24 5TR. -1 F/L al-132
FA- 615.10 TO c b2O.4-7
FA- = W7.00 FA- 61q.04 (9)
(BY OTHER-5) F/L = 61552 (BY OTHERS) (BY OTHER5)
(BY OTHER5) 153
2/vo
PO/N
Jzb
_�3y OTHER5) I
z - r 0,
. . . ......
Q� 33" ®___0 _ 25G Orr OTHER5) '``��""'�' ` '�`_'_ l 2 (,�
M
OF /5TORM 5TR. 6
TC 520.4-7 14 LF OF 315' 0 0-50% 03Y OTHERS) -74
(73r 07 FA- TC 421,
0-- STORM STR. 46
(13 F/L
Y OTHER5)
. ...........................................
(113Y Op-IERS)
/-5ToRM!5TR-4a
TG = e>iq,qO 0
17 LF HEOTHER5) OT
(BY OTHER5) F/L N-7.60
4,150 (81' OTHER5)
,
5TORMSTFZ. 5 V
To - A20,40-
F4.-= 515.35 4q
T
,�(By OTHERS) ��2 74
31
1-7 LF 6# OTHER5)
GRAPHIC SCALE nElDF-innonoo
0 1 20 40 so =-nno ii
I Ili 0 I I I I nn-n7E:]Eln n
( IN FEET )
I inch 20 ft,
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w
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ua
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OTES
CONTACTS FOR; =F <
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ELECTRIC,
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TELEPHONE: U-1i 1 (1)
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CONDUIT TO BE A MINIMUM OF 244- BELOW FINISH C7R,^0E5 (5EE SHEET
TELEPHONE REGVIREMENT5, U-1
I. TWO MAIN PHONE LINES Lu
2. TWO PUBLIC, PAY TELEPHONE-:>
3. ONE FACSIMILE LINE AND TELECHECK (C.CV) uj Z (b
4. T'Ho VOICE (SAFE CONNECTED To ONE 7-
AND THE FA56P TO BOTH < 7-
TOTAL LINES - 1 'u
ELECTRICAL REQUIREMENTS:
120/208 VOLT - 3 PHASE, 1200 AMPS
GENERAL CONTRACTOR 15 RE-5PON515LE FOR CONDUIT AND WIRING TO
ALL 516N5.
PER50N5 USING TH15 DRAWING SHOULD CONTACT LOCAL UTILITY
COMPANIES FOR EXACT LOCATIONS OF UNDERGROUND UTILITIES.
Lu
OAS LOAD.
13UILDIN6 HVAC
2,315 CFH
HATER HEATER 400 OFM so -p 0
KITCHEN EQUIPMENT e65 CFH
TOTAL - 3,5'70 CFH
HATER:
1- 2" DOMESTIC LINE: 66 GPM 6 25 P51 RESIDUAL UA
I - I" IRRIGATION METER
5 E PE- R -
6- LINE - DISCHARGE 55-75 6ALADAY (12 GAL/MIN)
1000 GALLON GREASE TRAP
FIFIFIFTIE-IFIF
EX15TINS UTILITY LINES NOT NOTED A5 *ro Be REMOVED" SHALL BE
PROTECTED FROM DAMAGE AS PER THE REQUIREMENTS OF THE LOCAL z
UTILITY COMPANIES.
IN THE CASE OF CONFLICT BETWEEN THIS DRAWING AND ANY OTHER 44 oc
DR-N-41N& AND/OR THE SPECIFICATIONS, THE ENGINEER SHALL BE
IMMEDIATELY NOTIFIED FOR CLARIFICATION. z
THESE PLANS, PREPARED BY DESIGN AND ENGINEERING, DO NOT EXTEND Z 44
TO OR INCLUDE SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION
CONTRACTOR OR ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE
PERFORMANCE OF THE vow. THE SEAL OF M-SION AND ENGINEERING'S
REGISTERED PROFESSIONAL ENGINEER HEREON DOES NOT EXTEND TO ANY
SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER Be INCORPORATED
INTO THESE PLANS. THE CONSTRUCTION CONTRACTOR SHALL PREPARE OR
OBTAIN THE APPROPRIATE SAFETY SYSTEMS WHICH MAY BE REQUIRED BY
U-5- OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND/OR
LOCAL REGULATIONS.
BRANCH CIRCUITS ARE TO BE UNDERGROUND AND SIZED FOR THE LOAD
f.-
WITH A MAXIMUM VOLTAGE DROP OF 5% FOR THE DISTANCE PER THE Q vn
NATIONAL ELECTRIC WOE. THE UNDER4MROUND BRANCH CIRCUITS SHALL vm
uj
CONSIST OF PVC CONDUIT AND COPPER THP4 OR THHN CONDUCTORS WITH A
&REEN 6ROUNVIN19 CONDUCTOR PROVIDED WITH THE BRANCH CIRCUIT. EACH
POLE SHALL AL50 HAVE A GROUND ROD AT THE POLE WITH A COPPER
61ROUNDIN& CONDUCTOR CONNECTING THE qRoUNp ROD To THE POLES
BASE.
PYLON SIGN TO RECEIVE A 60 AMP, NEMA 3R, 12 CIRCUIT LOAD-CENTER TYPE
PANEL AT BASE OF 5149N, SEE SHEET E6 FOR PANEL AND FEEDER SIZE. F ❑-IFIFIFIFIF�=IFIF
HATER, SANITARY SEWER AND STORM SEWER EXTENSIONS TO WITHIN 5' OF
THE BUILDING BY OTHERS. 0��)NDUIT5 FOR ELECTRIC, TELEPHONE AND GABLE
F
TELEVISION TO BUILDING SIDE OF BUILDING PAD CURDIN& By OTHERS. DATE 155VED
03-219-01
REVISION5
A 04-24-01
A 05-21q-oi
Flf-=RFT F
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(y 45-02:21C/13AI3