Loading...
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 V -7 3M � Q W i E07 ® 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 ,(2[) S-6 -7. - 7 F SIT.E DEWELOPMENT PLANS FOR ILIA AUTO DEALERSHIP 0 LANDSCAPE / UTILITY PLAN )isLricl, Albemarle County, Virginia AS 140TED k;. 1 11,01,02 e,j -NA B)f XV i�he(,ked Ry PET F - -.,. HUfl)L. 79-- r),�j Li AW1106 (26IS-1 !,A 1 4 I)S-3 f TC t 31 of P .'ni R�bd C 04t ti RIVAL S f 'I. If iOI 0 BOX 7603 rx LANDSCAPE / UTILITY PLAN )isLricl, Albemarle County, Virginia AS 140TED k;. 1 11,01,02 e,j -NA B)f XV i�he(,ked Ry PET F - -.,. HUfl)L. 79-- r),�j Li AW1106 (26IS-1 !,A 1 4 I)S-3 f TC t 31 of P .'ni R�bd C 04t ti RIVAL S f 'I. If iOI 0 BOX 7603 j UD � k W � �w o� •s V V k N V V v o� O c `Q-• o m• 0 3 c m N rD m O — m C � (D. C m aq f) m m L M CD m �o C) O r+ m w O C r+ N -s r* 3 m rD X m = CL �• 3 rD Q �. O rD :y 0 M M v O O 3 m -r� e1' m m CL m O a 'C O m O c =r cr cn O �; m Q. °' cu o n Lo M a� ar? rt N Q o m aQ o rt O O = m, � r O O ° ns r+ as o (D Q o} CYQ o m a► < CL Q in cu m m 7C �. o y r+ w r+ o a h m aa� = �' r* o r+ r* 5 o r+ — m e-+ C C m r•r cr o rD a Ln N FA LD i N U9 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 ................... ................. ....... �� aeQRwavom ...... ._... nRi .ace Rse+a,. , 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. R0CLLMi3.. 1 .� •4AQ�e]Afa IIQM f8110.6LUFFRa91E ' el - - _ 6W� QtT6 �azE>n 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 QTM 1160 �.'A. _.¢fiQ v.911 ReINI ee ¢]36 - - 10. The scope of this engineer does not include onsite observations. ...551 wee s tai -- t 000OlW- ,nee asel Ibs9 - . 0.a1X,WT ,ODQ 9.190 RF9 ,3n OVER NEW 4 "x4 "x1/4" that are in full compliance with OSHA regulations. E STEEL TUB E _ ,i'b Q9R] 19,,... ,>rn. r11e 11m ............ �miixucuw,vE. - -(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" WaRIlI mJSM e6,n noQ, a� ma)n. wALLmv, rR YQaIL113' R� QQLeAV wLe6reTAe�lx Rg11dV- von T _ -a5 1N I!M ..,.9t a3] am __. . T t 5AA ]JW6 a,TR as - ,.660 4W ¢1i Y Reasa .nm amR ml, RT.*a ]A Rea ,e,5 1RT/ .10.}] Q.,ee _. _4Iiia - -1 aACnrG aaca ,�..... __.... Q3.tl .,ft sal0 T e,mcensa a,eOD .R06 0'al ]A a® 71a6 13 r] mm -- eorQAUxRnnam nev Te4a11 - neIS,L - ,sea 1. fxs nom- 9PSER. T.rn 1¢6W 4— AA00 Um w„�uiwA�as R9A TBeme... RR]MExI' L .br MlE IU,E wwT6 ewMx .._....... ..... MT ARM MTE VAIN [FP'X- T1oc '� RE'EAL ,5n ve n mn eooQ am wrs - ewsR. aA� m - aces v RrQ 4]ee Ra® - ARG1]RQ]LTlNQJ6l1IX1 ,1 ®Blf AI aTIM�B�M _ ... .......... ¢fe. WMALOLAe .. .. . 16.960 ........... ' ....... .......... ... . _ ........................... ..... .. iTi6 Ft _ .. ._..,.... . ' Re�esec sem.¢5en,eLe+asez - . +aela,�soLnAasr69vyer.6xi sacwecc _ uTL.65LeeiRRR;6snAraro�m ,9RQ� Astr- ,� sun �mio. — ... e>sQ Rssa_.•_.. rr. „ARxRarxly 61/.sTNan - - .. am N. - R4et4(ENE61Ra - sp, ' Lw.'uvraur,aQNRRCRRta,R . - IQD9 M. ASR[941Y6Y.T T&[.1T61TYWna� bNQ e. AG1115Lre'JW63 Opf� 915] aAY0. - BaYNAlrkl 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. 15 -1188 Y 2 1G/27/15 D 2581344 r