HomeMy WebLinkAboutARB201500104 Plan - Approved 2015-12-01(gK j A)
KiA Dealer Identity Program
VA039 - PAICE Kra
ff PATT1SON
SIGN GROUP INC. 1390 Rrcwow ROAD CHARLO7TESVRLE, VA 20975
410N.CEDAR BLUFF R0. - S Ef61 • KNOXVILLE TN 37923 '•.. .� .�
fN ►865) 698.7105 • FaQ �8881664110fi • ThII FM PW 218.1976
Sion #Z 4WVTa
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® KPSN10 Pylon Sign
Head:
Fabricated aluminum channel letters/oval,
mounted to white backer panel.
White acrylic faces with Kia red vinyl
applied first surface.
Red trim caps & returns
LED illumination
Column /Cladding:
Steel pole construction with
Formed aluminum cladding
painted silver
Existing
Red color is PMS 187C.
LED level of illumination provided will not exceed the illumination
produced by a single stroke of 30 MA neon.
The visible red letters is all that illuminates, the white area and red
oval are opaque and do not illuminate.
NOTE: Dealer to remove existing siggn.
Existing foundation and brick base will be used for new Kia pylon.
NOTE: Dealer to provide landscaping.
Proposed
Proposed night view
I P H 7TI50 f Appev NOTE: DIMENSIONS AREAPPNOOMATE PENDING FINIAL ENGINEERING �
mk 4lum �m.Ir nrmbn�h+a�..�a � ,,u.r�:� INO� �•"�•
SIGN GROUP INC. �-6.�W xtl. eolaaoIlartl.aolm>eiaa.�mmimae ,\Inw.r..wmn
Date:---- )---1— Twup �P�Gll.eb.hd6e• J°iw.m�rs. ..m�v..l.e.w.
410 N.CEDAR SLUFF RR • sUnE 101 • IWOXNLLE, TN 37823
• 7d {BB6j 693.1106 . PU MM 694.1106 • TWI FIVOR M 218.1976 a •u1 :•a rpp; •�
T-3,5/,1 A 1.0 3/8'
® smw. SqFL
F1
5"
KWLN22 Wall Sign
Fabricated aluminum channel letters/oval,
mounted to white backer panel.
Red trim caps & returns.
White acrylic faces with Kia red vinyl
applied first surface.
LED illumination.
114'AIUminum '
Backer Panel
Painted White
j. f
LED level of illumination provided will not exceed the illumination
produced by a single stroke of 30 MA neon.
The visible red letters is all that illuminates, the white area and red
oval are opaque and do not illuminate.
Red color is PMS 187C.
i
® Existing Proposed
NOTE: Dealer to remove existing sign, patch, paint and repair fagade.
f PAMSON NOTE: GIMEI191ONSARE APPNOOSeIATE PENDING FINAL ENGINEERING
Cuetaner APProvel: y yi r+em n r �'e cam M w nw� a
�g wd• emabxiwatlid [pyedfwah:l,4ab�q�wAe. ii
SIGN GROUP INC.
D.W.
470 N.CEOS4R SLUFF FiCI •SURE 707 KNOXVILLP TN 37aZ3
• Tel to $98.1195 • Fe[ j869,
{9981994, „98 • Tell Flp 2,8 -,976
Proposed night view
r T -6 9/4!'
1TE: PRICE Fabricated aluminum channel letters.
Red trim caps & returns
DNL12 356 Sq.Ft. white acrylic faces.
® Red day /night perforated vinyl on 1 at surface.
Scale: 114 " =1' -0" Side View LED illumination
Not To Scale
234"
MESSM
® Existing
-4f PAMSONrnrc.
410 N.DEDAR BLUFF RO. • SUITE 101 . KNOXVILLE TN 37923
• Tel [B85} OW105 • Fu 69+1106 . Toff Em M216-1978
LED level of illumination provided will not exceed the
illumination produced by a single stroke of 30 MA neon.
Red color is PMS 187C.
Proposed
NOTE: Dealer to remove existing signs, patch, paint and repair fagade.
NOTE: DIMENSIONS ARE APPROMMATE PENDING FINAL ENGINEEF9NG
Cudamer AppraM:
Tmwroouo"�.a�n.n r»�a
ike'aNee m F.am"tcr.el"m�. rwmec ;fi �"
Deter I c e 1ildWprW!'ewdgelh~rpr ' uw:
r --6- 21/2•
12-E: SERVICE
SVC12 5.21 5CI Ft.
® SCaie: 114 " =V -0"
Fabricated aluminum channel letters.
Red trim caps & returns
y, White acrylic faces.
Red day /night perforated vinyl on 1 st surface.
Side Yew LED illumination
Not To 5cale
® Proposed
jf PATTISQN Cusl - APPtovAb
SIGN GROUP NC
410 NCEDAR BLUFF RM • SUITE 107 • KNO)WILLF TN 37923
• TP1 iMI 868.1706 • Pm (886)69 +1106 . f98 Frog [986) 218-1916
LED level of illumination provided will not exceed the
illumination produced by a single stroke of 30 MA neon.
Red color is PMS 187C.
NOTE: Dealer to prepare fat;ade and provide electrical.
NOTE DIMENSIONS AREAPPROMMATE PENDING FINAL ENGINEERING
M* WeL4b MYWS'a cm6'm Wh rcpusid � %IYairAwlllG Yl n 'a`mw.nwns
Ala Old l�IlileblmlaosrEmdir{pah.bdotl.
Data:�J—
0 KPSN10 Pylon Sign
® KWLN22 Wall Sign
® DNL12 Channel Leiters
® SVC12 Channel Leiters
f0ii- PAMSO►uTNC.
410 N.CEDAR BLUFF RD. - SU1rE 101 KNOXVILLE; TN 37923
• Tel (1165) 69&1105 • Fax (BBBE fiY44106 • Tall Fin (8661218-1976
NOTE: DIMENSIONS AREAPPROXIYATE PENDING FINAL ENGINFFAING
Cu•iamsr Approval: Oa NT wai n w AOra . �.sv M n•
�•Y` ®,� a,e•Oi�ra•wawe..bwatlir.a�..pi
Dater —�— lliradaPP`iaigatlaniN�mye
5
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-7.
- 7
F
SIT.E DEWELOPMENT PLANS FOR
ILIA AUTO DEALERSHIP
0
LANDSCAPE / UTILITY PLAN
)isLricl, Albemarle County, Virginia AS 140TED
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LANDSCAPE / UTILITY PLAN
)isLricl, Albemarle County, Virginia AS 140TED
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TUBE TO PLATE
GUSSET TO TUB
E? --�
GUSSET TO PLATE 1/4 —
CMLI
TOP OF
FOUNDATION
,.ANCHO
THROUGH CLADDING AT MffAL
General Notes:
....
_.._. -..
................... ...
. ..... .. ... .. ms aTe oats
...................
................. .......
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nRi .ace Rse+a,.
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isolated lateral bearing footings subject to short —term lateral loads and
�aaNxmfa:viLE VAm,+
not adversely affected by a 1/2" motion at grade are permitted to be
wwwAO s�
R:R
--
3. A sail report was not provided. Foundation analysis assumes Soil
Classification 4.
Y1e108aID - 90
FWI
71RM' x5Tl¢W 6QNGRIX. RIgINRIE
compressive strength of 3000 psi.
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7. All support members shall be free from defects. Steel tube shall meet
ASTM A500 Grade B with a minimum yield strength of 46000 psi. Steel
angle, channel and plate shall meet ASTM A36.
6. Steel welds shall be made with E70xx electrodes by persons qualified in
accordance with AWS standards within the past two years.
9. All structural bolts shall conform to ASTM A325, and be zinc coated
9LY, _. _. "LJ 6fA6
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1160 �.'A. _.¢fiQ
v.911
ReINI ee
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10. The scope of this engineer does not include onsite observations.
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9.190 RF9 ,3n
OVER
NEW 4 "x4 "x1/4"
that are in full compliance with OSHA regulations.
E
STEEL TUB E
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Q9R] 19,,... ,>rn.
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11m
............
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- -(cm r.po[e�nnev;mnee
13. The structure designed on this drawing is intended to be installed at the
GUSSET (2 REWD)
-
EXISTING 1 1/2" DIA.
W.STFEL
•
NEW 14 "x14 "x3/4"
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TUBE TO PLATE
GUSSET TO TUB
E? --�
GUSSET TO PLATE 1/4 —
CMLI
TOP OF
FOUNDATION
,.ANCHO
THROUGH CLADDING AT MffAL
PRICE KIA
1390 RICHMOND RD
CHARLOTTESVILLE, VA 22911
JCUEIM
sreRV oeaup INC.
eR ReaueelRn • aLmfn . suaaLllRarw
U c�caRrAC'AMPBEL!
tic. Na. 230772 LINK Engineering, L.L.C.
fyy 1 135 Saedl 0—W L — . KmniM, TenRese.. 3791E
rh.xc (M) 5391001 -owl
0.9— nP mm
FORMED ALUM. �NALE s11T. 2 sr. GHK r.6d j- W 168
CLADDING HALF�r 2 aA 10/27/15
SECTION 82561344
General Notes:
1. Design is based an a 90 mph, 3 second gust wind design per VAUSBC
2011 /IBC 2009, Category 11, Exposure C.
2. Vertical Slab foundation is assumed to be based on a presumptive sofa
lateral soil bearing pressure minimum of 150 psf per foot of depth.
isolated lateral bearing footings subject to short —term lateral loads and
not adversely affected by a 1/2" motion at grade are permitted to be
designed using twice the tabulated value of the corresponding soil class.
3. A sail report was not provided. Foundation analysis assumes Soil
Classification 4.
4. Concrete is assumed to be mixed to attain a minimum 26 day
compressive strength of 3000 psi.
5. All voids between column base plate and foundation surface shall be
completely filled with high — strength, non — shrink grout.
6. Anchor bolts are assumed to meet ASTM A36 Grade 36. Exposed
surfaces shall be galvanized or coated to prevent corrosion.
7. All support members shall be free from defects. Steel tube shall meet
ASTM A500 Grade B with a minimum yield strength of 46000 psi. Steel
angle, channel and plate shall meet ASTM A36.
6. Steel welds shall be made with E70xx electrodes by persons qualified in
accordance with AWS standards within the past two years.
9. All structural bolts shall conform to ASTM A325, and be zinc coated
unless noted otherwise. When used with structural bolts, heavy hex nuts
shall conform to ASTM A563, and washers shall conform to ASTM F435.
Tighten all high strength bolts using the Turn—of --Nut method unless
noted otherwise.
10. The scope of this engineer does not include onsite observations.
11. LINK Engineering will not be responsible for the safety on this job site
before, during or after installation of this structure. It is the
responsibility of the owners, contractors and 'installers to ensure that the
installation and erection of this structure is performed using methods
OVER
NEW 4 "x4 "x1/4"
that are in full compliance with OSHA regulations.
E
STEEL TUB E
12. Any deviation from this design or from any part of this drawing,
including the General Notes, without prior written consent from LINK
NEW 3 1 /
Engineering voids this drawing in its entirety.
1/2 "xl /2" STEEL
13. The structure designed on this drawing is intended to be installed at the
GUSSET (2 REWD)
address shown and should not be used at any other location.
EXISTING 1 1/2" DIA.
W.STFEL
THREADED ROD
NEW 14 "x14 "x3/4"
BASE PLATE
HIGH STRENGTH,
a`,y: NON SHRINK GROUT
PRICE KIA
1390 RICHMOND RD
CHARLOTTESVILLE, VA 22911
JCUEIM
sreRV oeaup INC.
eR ReaueelRn • aLmfn . suaaLllRarw
U c�caRrAC'AMPBEL!
tic. Na. 230772 LINK Engineering, L.L.C.
fyy 1 135 Saedl 0—W L — . KmniM, TenRese.. 3791E
rh.xc (M) 5391001 -owl
0.9— nP mm
FORMED ALUM. �NALE s11T. 2 sr. GHK r.6d j- W 168
CLADDING HALF�r 2 aA 10/27/15
SECTION 82561344
N (
I �
b I
-7 3/4"
Fl B�6119N
OVER
TURN
'' -5 1
CLADDING
(DESIGN BY OTHERS)
EXISTING BRICK BASE
TO REMAIN AS IS
(DESIGN BY OTHERS)
>Y—EXISTING PLANTAR
SUPPORT
EXISTING 1 1/2'
THREADED ROD
FOUNDATION (EXISTING)
IF EXISTING CONDITIONS VARY FROM THOSE SIDE VIEW
DEPICTED ON THIS DRAWING, CONTACT
PATllSDN SIGN GROUP FOR DIRECTION
TUBE TO
1' -1"
10 "x13 "x5/8" STEEL
PLATE TYP. 3/16' _
11
MATCH PLATE (2 REQ'P)
3/4" DIA-
HOLE TYP.
1
���
o'o
r
1
STEEL TUBE
STEEL T E
o
__J!
4 "x4 "x1/4"
STEEL TUBE
o
PARDDIAR CAFE SHALL BE
TAKEN TO PROVIDE SUFFIGEM
PR
1 1/2" QIA
DMAENT MR Ti ie 9"DNE39
ELECT, HOLE MATCH PLATE DETAIL TOP
VIEW
M
DP THE WEta OTHEM5F USE
'lyp.
1/4' YIN. VIDA
3 "x3'x3/16"
TUBE Td
STEEL TUBE
PLATE TYP. 3/16"
I I
5/8" DIA. A325
BOLT WITH NUT,
FLAT & LOCK
1
WASHERS TYP.
4 "x4'x1 4°
/
1
E STEEL
STEEL TUBE PLATE DETAIL
MATCH PLATE
,MATCH
(2 REQ'D)
TUBE TO PLATE
GUSSET TO TUBE
1/4"
1' -2°
14 "x14 "x3/4"
GUSSET TO PLATE
1-1 I
STEEL BASE
PLATE
- I-- —1 /2"
FT
1 T PIA
HOLLE E TYP
3 1/2"x3 1 /2 "x1 /2"
STEEL GUSSET
(2 REQ'D) '
D ;
iv
4 "x4 °x1/4"
STEEL TUBE
3 1/2 "x3 1/2 "x1/2"
STEEL GUSSET
0 (2 REQ'D)
2" DA. ELECT.)
HOLE TYP. BASE PLATE DETAIL
G GREG0RYACkMELL q
Lic. No. 23072
�I.SlONAL.SlG
PRICE K1A
1390 RICHMOND RD
CHARLOTTESVILLE, VA 22911
SAMSON
srGN cpour rut.
.TIM, AM 11MM • MIK . IMUAK11C1Y811n
.Itl 116116'Y1115.F>alltljll11i0 Tffft.0 VlkI9l/
LINK Engineering, L.L.C.
139 South WM Lora ° K-10; Teyl - 37M
Ptwn: (ens s39 -4001 • F"e (ON) s39 -OMI
wwA�kaig-
*r- 1 sr: GHK " Nu,nh.r.
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Y 2 1G/27/15 D 2581344
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