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ARB202200042 Plan - Submittal (First) 2022-04-13
SIGN TABLE I I i m !'s� " LEGEND: Site Area Total I / !! �1 I ®/O STANDARD/ACCESSIBLE W i ID Plan Sign QuantityWidth Height Illumination \ \ \ , I I -1 PARKING COUNTS 2 g Each Area �. , �� STANDARD CGB Key _ i �5 CG6 SPILL CURB External(goose neck 1 . 4� ,,4 '/ I I C I CG•B TRANSITION CURB "' ..--": 1 SHEETZ Building Mounted Wall Sign 3 9.21 2.11 19.47 58.42 lights)hu ,1 I �' % 3 _ g 7'32 FA 1 _ .� L - - J ��E}�I qDA PATH AND LANDING wa Fe..n s• t r7 r y� P BMP SOIL MEDIA • 1 - B.ePB FESE au _aZ/J Cd457 67 - I DEFAx NT Of R SP N7'U TI;ti & .962Q P,0.: 4 r) 1 1. CONCRETE I 0 1 0d/5 66 /N 0. CJ 7,RC/a[ / "+ r I I� W 1 / Hli pCi i/1 "ZDO Oi \�i PR Shr S5 C[ANMC-'7C/AL Awntltl / yO - V IN"'7�/V P 5C elEwlElAPowm CONBRWCIION Cam Ai " �, / • Ir \ EASEMENT 1D.8.6109v 7.1 /R6.6' O I - I 1 _OVFD C CCk1MERC/L NV-ro sz6 o`lG4 r,�1 r ^ •I �,y `.S',�N"USF GJE FNT Oh FOND 1N4 u��s1i Jt V - a-1 `1 �� -..._� A ESSB / I - I I I I U / \ ,Vim __- `,~�NpCr 4�Zi IP�a / I CGE SPILL CURB 6 R50' y ' , t•. '1 I L TRANSITIONS TO CG•7 ARV W; , I scp ENTANCE INSET WY "`; y \�\ 1� '' Is°,Rea al ��-_/ 'Ilk ` II 0 W 1"•20' 0 20 40 t 3 "`i Al 'S 81'0I E ' �f. I "``�, 1 __ ,,,, / / y 41a �•z Il i r- .. \ rvv.rrr 5n J5 •w� �• CG•6 �\ 1� // lNv./T 51765 - � `_sr< .y �$ BIOREENTON NEW SWM FACILITY ESMT r R (D.6.5551 P 265-272 A / - /. ., rIiii „T-•/ FILTER B , e ti I D.B.5559 P 744 751 �/_ -- / . . crypSTORM OUTFACE 1 4�� • I I ` INEJI \ \ cPavC' ) 5'LANDSCAPED AREA • ✓ /` ' "I i �,E 127 A5DRNE•THRU CLEARANCE BAR / FP SC LNG WALL w 4• J is\ \ '.. 5 ��� DRNE-THRU MENU BOARD TRASH .' I I Jam-... I� ( 5 7�yrs ENCLOSURE PROP CONC RETAINING WALL WITH ,I ,��- AND ORDER POINT I/ HANDDRAIL PER DETAIL 5/C4.2 R35' i RH • \ r/I �� STORM I -/ .. .�' R3' ....I/ t O,•oSTEEPSL°E CG8(TYP) \ PROPLIGHTI�I'_1h"2`�.4REA(T�l NEW CONSERVATION ESMT i - tii(D 8.5551 P 265-272 T s POLE(TYP) i O D B 5559 P 744-751) ' ,•• i,:. 1 p /9� l i' :' "`�CGS�PILL CURB(TYP) \ ' v" —per' 0 I R;,-, 7 1 - ,- _ , CG-6 TRANSITION - - / I .. ti+c"%Y 0 Ex SON re, \ - ,, / -�•aM CURB RYP) 9Q0- m`�' R3 r ---' Aw/ "�� I .1 =3 TOP'56015 _ > , i L.�.'. 11 ® -�.•..- P M.0 I I ) INV,N 54145 ' • 5 - __ �' (k -i si.� ` I � � �A \ I R28'R /C ` . ® SHEETZ STORE - SEE ARCH DRAWINGSI I I •• >�;I+ 1�`••C�; �,, • �I IV i / y, , 6,077 SF ® FOR BOLLARD LIGHTS I '---" E\ I)�` �v*.,' w / R39.5'• AND RAILING LOCATIONS `ly \ • • PN1 -' ,o�A I Q H/GF/WiJYCQNMERCIAL/C/COMMERCL4L �' =: AEI • ►', • I ,.I LLI Z ZONING&STRICT D/V/S/ON LINE a CURB CUT -j ,T : _ CI 9'X 11!'FUELING I O IriJ' I. PROP MONUMENT SIGN C3' CONCURRENT WITH PROPERTY BOUNDARY ` , I 7 SPACE(TYP) f (' % I i = Z `` Q s .• ® �• • tE a h - 13 I[lig.. .- I as '�•31\ / i ;.a ; I (n g > Z TMP 32�n ' 1►fir •+11 1a, t O vRPaar AUTO lNursrMevr� I 65' � �3 j�' •'1 / I r I ' 0 fl 4 RPCRr4✓TO NiESTME/V7 LLC P1F5t '!.C _I 1 [�) s w I Q AIR MACHINES(2) 1 , W Z V1 BIORE ENTON c w, I C • 24 P 265 Z72 PLAT% O PROP FLAGPOLE i79','F9 P54F •0, FILTERA V I • 12 1 t ✓ • 1 + 1 JBJSDJPrff0 C47(P!A") 3 I 4f�4 . j'[ III I 2355-IC C4` I ; I• , I •) 6J `'' WITH LIGHT 1 I O - OV w OS 3'92PZ64 9 I / i !'� cJMMERC/A. i775'I 1.6'• 1 Ir IOW' 1•N O'I�'•...... / 1 t„I 1 -IL1J I- D B 2r/�P 3/J ' CAR WASH MENU (� 0 B 2294 P595 I SI / t,'• AND TELLER C` I� 2000 GREASE O j 1" 4,5383F Y I / r `,CG+33PILLCURB(WP) s � t I INTERCEPTOR TANKI ,. T.> F� 1H y10' T 1/il 4,1I � S ‘q40 ;l CL O] ZONED.HIG.PWA+-COMMERC/A_0-'C! 1 e, +'•C 1 I O 1;' / j ARFSFvT USF CCNHNFRC 4G I ".i CO.B •�� ra �- PROP AT-GRADE PAVER SIDEWALK Er--- /F7> 391� / I ' Q I 37 75' /4'>�1'1„r--met-3yS' 1-. 36' 18' �� 1 1 Q caal'R / �' ©� CAR WASH I _ I • ►e I > 38 ! �g i iiiii iii4,c1. EIT/R4NSMT_. --1, \ 00 I/ �. }11 - 11 `'• • .., • __ : •; 4vt=x r,• I'. > I 38 o �/ /qa_ 1 x• • j " ' l `�`.,.! I ' ' 1'//. Q..O, .O' 4 © O •�• ,��5�:�1W' 35 �a�a/ /, 1 1l • F�: a'/ / 1' II I Rib' `� /./ ,/ 4•-' . .`YA� O ® \ � y I o ,. ;I 1 Ra R3 67' r']A''•I� I O I I,®a i 74,4' I I CURB CUTS ti I CAR WASH Y cx.solos cEN eG,,e,a,,in,,,E,snLrx/ ^ r®� ! O 1 do- CLEARANCE BAR r C08 SPILL CURB(TYP) _ - ma.— �,•• - \ 0 l• S1P/ ` NEW PUBLIC UTILITY ESMT hit. Y.Ia Bea 1%1 R55' fr R35' / III III PROP (D.8.5551P285.272) , , •,D �..•U 'l+ C - 1 SITE PLAN NOTES: -02��,o.�T" Op Xs p7g1 I ; 9 I �, �' ��� t \ �••t• �•/ p 1 A KNOX BOX(TM)IS REQUIRED.CONTRACTOR 70 i 9,002f 2 1 N COORDINATE LOCATION WITH FIRE MARSHAL'S OFFICE ,3 1 ��. V- ' I N PROP VDOT�� �I���s`Q_a•^�s� h/�: , i, II 'A.2 TIE IN TO IX CO.7 2 RADIAL CURB DIMENSIONS TAKEN AT FACE OF O - 1 '• Vr r r s `11 ■ ' �� w R30, FUEL TANK I I CURB/FLOWLINE. " t •iO •c,. E •:s. \7big,01 PROP UNDERGROUND I VENT PAD --_ I- � : •*•`P'W Q 0 ©' r® c:J �9 ® 0 ® © © `� FUELTANKS NSI �� �J` ‘ I or / ® g l f 3 CURB RADII ARE S'UNLESS OTHERWISE ERWISE DIMENSIONED �� 4Q; — �* 41r UM PAD ,/+q '1fait� 4 VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE �/ t*p' Ill (3)PROP WATER _`` ^" " ••4B 711Bc PA ,I ENTRANCE CORRIDORS SHALL BE ELIMINATED ORAL RELOCATED AIRPORT nu^,n w:: "Nn ! ___ 40' ___- - I_MEERS - x _ - � _ , NACU a414 I � /' P• -1 ���'� L �I .10'BUI .N 'AR •- :-• U `.•.®' ��.lem*I ' _.EX RIGHT OF W4Y IIII" 0 / 5 WHERE CONCRETE PAVEMENT ABUTS CG-6 SPILL CURB. DIRECTONSIGN •. v- v .I �'v`/� - (ENSURE TMIN TO r �R50' I (,'. •• .( _ -a-a_ ( \� �- 0 P BOTTOM OF SIGN) . 4 -I - .� ` - _ _ _ _v _ .. j CONTRACTOR AND AELIMINATEOUTTER PAN WHERE T l 'v ld,r• - - R50 �- - PROP STEPS WITH HANDRAILS �W ----- STANDARD GUTTER PAN CONVEYS FLOW, - '` 9 --^ - APPROVED DCH 1.rs ... r- R SIO r... • _ CG-6SPILLCURB �`; - SEEDETAIL4/C4.2 ... ___- \ - 5 CG6 CURB AND GUTERSHALL BECONBTRUCED ALL E3MIS 1903600 .-.... _..� TRANSITIONS T0�7 I _--"� _ - - �_-- -PROVIDE SIDEWALK HANDRAILS PER DETAIL 5/C4 2 N 5955947'vPROP ADA PEDESTRIAN ACCESS RAMP //N__. I I DRAINAGE PATTERNS SHALL REMAIN AS SHOWN ON GE PLAN T' - -..-"- - -"_-_- - ,, - '•� ALL OUTSIDE EDE CORNER PERONCRETE PAVEMENT H / TO IX.SIDEWALK H:N'r,Ay N65.02J6^Wl7II E WORK O F DETAIL TO -TE TOIXS/W -�--_ I EX 5 PUBLIC SIDEWALK 0 PROP VDOT CG-12B TIE IN TO IX.S/W J E I150/4�3 09 _ 6 ALL CORNERS OF CONCRETE PAVEMENT i- N E + GRADE I RE IN TO IX CO-7 EX GG-7 EX 5'BIKE LANE STATE ROUTE 64 9(AIRPORT RD) _, _ 415065q r7WWIIDH NP - ELEV 547991- (-- - 1 1� I CONCRETE WEDGES OF 90 DEGREES OR LESS. 8 600 AOT \®. SITE PLAN C4'e O ,1 1'•20' 0 20 40 9W2.Z-013013S I 2 1 3 I 4 I 5 I 6 Convenience Architecture and Design P C e351 Sheet Way.Clayebur8,PA 16625 " _ phone 1)23943013 p31",E ail iCdumlwQNeeR.cam 0 web Bite we*.eheefi.corn 0 0 PROJECT NAME Eh r E NEW SHEETZ STORE ° ®® ® ALBEMARLEeirS•evLd� - , , or -im m ° m m m m Ail -_-_---- Tpesereuce<� S+i.E€TZ COUNTY � 4 - - or • — _ m '- 5 - =L EVZ it' 0 0— r � ° _ Intersection of State Route 29 rii,.. n n ' • _ T I F} I ■ � ® and Airport Road 0• ,ail r— ® ■' �I I - I I j I j ! ° Albemarle County,VA _- ..Ana a a;®I� " e e e.s, ,e a ® v ' ®s s'e Ie o e a v e _ ® e � - 0 OWNER O \ ill , I a ' © SHEETZ,INC U. I : '.. _.ey...� liii '. I I #■ IlU +: AL00 SIXTH AVE O A18802 ©• I ■ l . . „�, h. .. ! ! i ;6 tom„ ��, P ;�w �R!i ‘• H L. r11l ii ! /.I — 0 m ® 1 o - o m m o 0 o mo m © o o m o m m o - CONSULTANT OFRONT ELEVATION — 1K•T¢ as e• 0 PROFESSIONAL TYPICAL EXTERIOR ELEVATOR NOTES. y (E) _ �■�I�l fa . ALL CENTERED BeR MIE RWINGQ UNLESS NW ED VANCONarHeRw TO BE C a © Nr- id •1�2 , SEALANTS DOORS CR(WIDOWS ARE TO BE CENTERED BETWEEN THE SAME. TIP XV 1 -. 1 SEALANT FOR STONE SHALL COMPLY WITH SECTION PI OHIO JOINT C)-- _ --_ - • EXTERIOR 0 a -0 0- 1ls ® 0 18 .i" ■�� ° L GENERAL BUILDINGFACADE WEATHER SEAlA1JT AND SMALL 11. _ THE COLOR THE STONE �(7PML.GP?U.a+L _-__ _ .f ■_ © _�7LT41LOF5 _ 0 '1fI 11 ® a - Y ■ _ _- t1. . 1111. EXTERIOR ELEVATION KEYNOTES KEYPL.4N ..._tl Y _ _L /—® 0 ERNX VENEER(CAS also MOD BY CONTINENTAL BRICK CC • _ ■ _�_., .. �.._ 0 CAST STONE SILL(CQOR•CRAB ORCHARD) �, ■ , ■ 0 3O ANCHORED CAST STONE MASONRY VENEER(COLOR•CRAB ORCHARD) ° ■ •„0.. 19 _r .. ® ^ ■ I L Iili 0 0 EXTERIOR LIGHT FIXTURE SEE ELEC D(A35 .- O ARCHRECNRAL CANOPY ICOLCR•REGAL RED PREMIUM TWO-COAT iI f 9 It Ie I OI KTNAR FN18H) A I �y1 �I m O BR d PAVER WAU WAY13,WALL DESIGN N ,l 3}� .J •f a _ /' II -i F 11111 • o O] WSaao MCO BY COITNEMPI BR FEATURE `-� �1 -. +.`.a � O METAL OCinG(CGIOR•DP.ERJNZE) Q'l� 1. ,, / g� N b t . ■ O8 WALL MOl1NTED GUIDING 8XMi,8EE&HEFT AAQ Q Cr) _ T ._ ._ . al NM IIII .- B U ,. 1 1I 10 STANDING SEAM METAL ROOF(COLOR•CARDINAL RED( B _ `11 ■ ■ I■ 11 ROOF EQUIPMENT SCREEN(COLOR•DARK BRONZE) it IN. ,1Y7��1 illi.' U . e 1 O GUTTER COLOR•RED) .PIN I tiit�ii■�, � iil 1 0 0 0 a G' 0 01 © 0 0 © m 0 © , — ° 1e — \0 m .•..' ..-.'. -• W Q V/ - �J � O DRI(E Trnu WINDOW Q(g�Q L•ell 5 NONALLUMNATED SHED STYLE AWNING AND FRAME AMSEMBLY Z Z 2 z V MR-1. (COLOR•CARDINAL RED,FRAME PAINTED DARN BRONZE) (9 A r O Z 0 BRICK SOLDIER COURSE(05880 MOD BY CONY MENTAL BRICS CO.) 0 Di If00M a mmm O O BRICK ROLM.OG(COU LEFT ELEVATION COURSE RIO MOO BY CONTINENTAL BRICK CO.) ,LEe, O WMOL JDI RM(COLOR.RUSTIC BRIO() _ S Di{{yy OSTEEL ROOF LADDER AND CRMe0Y POET(O/JLOR•DARK BRCFIIE) l`C'T F Car O Q BTANDARDTHROL0H WALL SCUPPER W/CONDUCTOR HEAD B Co aOQ4NBPWT(pOLOR•DMM BII0NZE7 O OVERFLOW SCUPPER Ya Re N.- 2 Z OALUM NUM STOREFRONT SYSTEM 0 4' O EXTERN(HOSE SIB ISSUE 4/16/2021 PROJECT NO 172556 LL C) "b1 ueo AUTHOR BY CJT,DTK,NLO 1 L y^� y/�� O ELECTRICAL REC£PTACO(REFER TO ELECTRICAL ORAWINGB) REVIEW BY TMC,RH U S ■ ■ faeM `T 7 i� A SHEET TITLE O ELECTRN:ALEWRMEM(REFER TO EIECTRCAL ORAw1ND97 t OUTLINE AREA•18 MIeCFT 31 HMDOORMIDFRAME Ct O EXTERIOR BOX AREA•17.80 SO.FT ZB EMERGENCY WATER WiNECTNXJ TYPICAL OF e O ELEVATIONS 0 SEAMLEBBALUM.PANELOKE ER SYSTEM WI laPOSED FASTEN ° CO COLOR DARN BR OSTORE EQUIPMENT Z 0 WALL MOUNTED"SHEETZ"BUILDING SIGN O ARCMTECNRALVENEER CIRR=NGSE Tint" O SIZING AND BPAONG AND 1NA5oo FOR DETAILING I A200 U 1?•1¢ 1 I 2 1 _ I 4 1 5 I 6 I 2 I 3 I _ I 5 I Convenience Architecture __________ 1 and Design P C m 351 SMetz WRY.CIaY,Sur9,PA 16625 V MP phone (814)23a8013 email A IumbAl$eheetl.COn1 6 d " V ® web site ..Metz corn 0ED ® .� ` N ---- 0 E PROJECT NAME 4 u a +s n r$P��veuseeuec+n_— © m -® r,`Q \1Y ® a .mez-,-,g- M/� NEW SHEETZ STORE —_�aPscw�cu; ED ��� � — 1 / — ~ ALBEMARLE .r...w...t- r•..!_.....,,lsl�rpa�,.:r'_ r.f�/r.r�. .t � �.f` >• •1 R. a'= 1 .t ems'-?_:Y" _ ._ _ __:r r _ ° COUNTY III 0 ■ . �} ,', .. _ _ 1 - _ _ _ _ �� _ _ -- -r _— ----- l_.F= - Route 29 — 0i ,�- - p Intersection of State • `� .. -•.. _ _ . _ - _ - ' _ - - _ - [T . ltl Q Albemarle County, A ,- _ - F, _ _ and Airport Road �� n V • OVVNER 0 �1 T . .. ,. -. ,._.. c - v _ _ �. - M� ) SHEETZ.INC N, _ z_,1 _ ' r` ,. - • AVE ,• - Y gg ALTOONA5700 HPA 166 iv 02 r. ■I1 .._ rr --- D — Lpi 0 000 . ml 0-' ®-I— 0 0 0 m e o o moo Go OREAR ELEVATION +a"•ra• CONSULTANT (11,Np — m C.)--'- ill_ o _ er Jin�WBLJ. -.. O�� __ _ - - - _ © 0 0 0 m 0 ® 0 1e 0 0 TYPICAL EXTERIOR ELEVATION NOTES PROFESSIONAL O IlJ _ i�Of���a�y1� •• ALL LIGHTS SHOWN ASOvE AND/OR BELOW DOORS OR WNDOW9 ME TO BE o ■ �� - -_- ... ,r1mE zr eveCENTERED ON THE.CR OR WHOM. J. Z -� '•. y • BETWEEN TWO DOORS OR WINDOWS METED BEICEENTERED BETWEEN THE SAME. C AAA 1 0 .. - -w �) -;Y • SEALANTS.GENERALFOR BUILDINDSTONE FACA➢E WEATHERH SEC TIN D SARa M TCH a4 so EXTP.RIOR SEALANT e _ 7 .. .. .. - THE COLOR OF THE STONE. - 0 r- - p .. V..-Z.T giegsansaisinu AIP. • - �`�'_k u EXTERIOR ELEVATION KEYNOTES , _ ,. r.�r'� 1. ♦ fo ■ C i r EP a . , 0 0� BRICK VENEER(OE MOMODBY CONTINENT.BR.CO) KEYPLAN !- _ _ _ O CAST STONE SILL(CO.05•CLUB ORCHARD) O ■ C_ - ® .. ® O ANC ORED UST STONE MASONRY VENEER(COLOR•CRAB ORCHARD) - o •._ _ - + © EXTERIOR LK.YR FIXTURE.SEE EIEC OAOS O ■ ` xI. % \A•- !v 'I "> O AROHRECTURAL CANOPY(COLOR•REGAL RED.PREMIUM TWOCOAT KYNAR FINISH) o �.. ■ -) !K+ 0 BRICK PAVER WALKWAY ,. ■ _ - - _ . :•. _ "RN O NOT UB®BRIO(VENEER WALL DE813N FE,TURE I (35 ee0 MOD BYCMNENTALBRICK C4) Mp1 pM■ • �v� ..y.y t ' O METAL CORNS(cam•DAM BRONZE) 2 Z T— ` . -: , .� .�.A�. d } a-,..:. .•'AL•' ___�W OS WALL MOUNTED BUILD/NO 913N,BEE SHEET AEG. 7. N 10 STANDING SEAM METAL ROOF(COLOR•CARDINAL RED) N Cr:. 0 to A 0 z - zz C i B 11 ROOF EQUIPMENT SCREEN(COLOR•DARK BRONZE) B RIGHT ELEVATION s GUTTER COLOR•RED) t, ,,,•,,....,,,•,,.... m © DRNETHRU WINDOW 777 co ® 16 N(COLORON.ILLUMNATE.CARDNAL D SEED STYLE AVREINO AND FRDARNAME ASSEMBLY R®FRAME PMNTED BROME7 Q a Z 0 �1q�pLa 0BRKXSOLNER COURSE(DE MO MOD Al CONTINENT,BRICK CO) (300 Z 3f6 10 =�2g' 8BRIO(RdK Ut 0 OO(COeE(IRS eeO SOD BY CONTINENTAL BRICK W.) a K m m 5 9 O CONTROL JOINT(COLOR•RUSTIC BRICK) S S S W -- I. B B B ,OS STEEL ROOF LADDER MO CRANNY POST(COLOR.DARN BRONZE) K Y K O Q ® - 0 0 r �' [ 9 9 ® O STANDARD THROUGH WALL SCUPPER W/L'OW(.TOR HEAD ^ V V d B 20 8 DOWNSPOUT(COLOR•DARK BRONZE) .g 0 A I - O. Y4 _. 0 0 OVERFLOW SCUPPER ° Q 3 AA, .N ' . ■ _ /� Z O ALUMNUM STOREFROZB NT SYSTEM 1.1 IN.- Q ..i. B EXTERIOR NOSE BIB 0 eiiiS70vnus,6' •. II N( --Trs'�aeuse'$c 4s 0ND DBED PRo ECTNo iz5se12021 e O ELECTRICAL RECEPTACLE(REFER TO ElECTRICALDRAVAN38) AUTHOR BY CJT,DTK NLG A 0 O I CI ELECTRICALEQUPMENT(REFER TO ELECTRICAL DRAWINGS) A REVIEW TITLE BY TMC RHSHEET U © ab. y , © Ili ]) HM DOOR AND FRAME n PARAPET WALL SPASHBLOK.TYP FLASHING& FUSHIN3 I PARAPET WALL BRACING SEE () EMERGENCY WATER CONNECTION EXTERIOR cc 1• - BRAGNG SEE WIMTERFUNING COUNTERFLASHIN3 SRA91ELOG,TYP STRUCTURAL DRAWINGS,TYP L STRUCTURAL O SEAMLESS ALUM PANEL SYSTEM WIEJOOS.FASTENERS ELEVATIONS r DRAWINGS.PIPDOLOR DARN BRONZE Cr)O STORE EOJPMENT OCUPOLA FROM ROOF ()CUPOLA FROM ROOF O ARCHTrOCruRAL VENEER OLASNING SEE e e MASH FOR ZZ rJ K•T� 6 1/4,1q 31iNG ANG SFACNG AND 0/A O FGR OE AILING A A201 0 1 I 2 I 3 I 4 I 5 I INSTALLATION ADDRESS: SHEEIL CABINET DESIGN INT. OF STATE RD. 29 & AIRPORT RD 9'-2 1 2' CHARLOTTESVILLE, VA / BY OTHERS I"-1'-0"--- C LI ENT: W �� ct )--, 41 _ J---- c -�� J---?,__._..-1 � z bider } a P 9 p < �� �� IMAGE ELEMENTS 1111 5107 KISSELL AVENUE X N /� ALTOONA, PA 18801 Q PHONE (814) 949-8287 FAX (814) 949-8293 CD .c\ DATE DESCRIPTION N L1� -/-/- FRONT LEFT & LEFT ELEVATION - NON ILLUMINATED SIGN SIDE VIEW ® -/-/ 8 —/—/— ti daises and dens Malted on We eo.M as created spedllay be the meted papct and me the sole property of MC EnsireerINL LLC.Dee of these deem,u or dens br my purpose other the the Intended application shd be pnehLMd without the mitten°anent of LH(rngFeafig LLC. DA.do.en of any of the Mornatkn ndo.ed within,.picot consent of the owner.be a*lean of b telechd prcpmty and.M not be bimetal 2"x2"x3/1 6" 3'-0" 3'-0" MOUNTING LOCATION SEAL & SIGNATURE: ALUMINUM ANGLE, TYP. _ (6 REQ') 0 — 10 t to ..,_ 1 1"b,\ ,. pI. N1,\c LTH OF ° 0 Lp s. PLYWOOD S 2 SHEATHING U IMAD N. KASHIF v MOUNTING LOCATIONS 0 Lic. No. 39173 tr 1 II,AI2x4 WOOD BLOCKING;ATTACH TO STUDS 4h etaEACH END W/ (2) 1/4" FASTENERSWALL CONSTRUCTION DEPICTED IS AS REPORTED iI �� BY CLIENT. SHOULD FIELD CONDITIONS VARY FROM WHAT IS SHOWN, CONTRACTOR SHALL CONTACT 3/8" DIA. BOLT � � COMPANIES FOR DIRECTION. I I W NUT, FLAT BLAIR / I WASHERS LINK Engineering, L.L.C. . - 135 South David Lane•Knosvtli..Tennessee 37922 Plane:(565)539-4001 s n.r.MY ngr.oam 2"x2"x3/16" MOUNTING DETAIL WALL STUDS Project Number. Drawing Number. ALUMINUM ANGLE, TYP. STONE ® QED WALL © 16" O.C. 21-0349R B1071591 VENEER SHT. Of DATE: BY: 1 2 4/7/22 GHK INSTALLATION ADDRESS: Calculations for Drawing B1071591 Sheetz Wall Sign Project Number: 21-0349R Date: 3/30/2022 General Notes: Virginia Construction Code 201571BC 2015 Cat II Designer GHK SHEETZ 115 MPH Exp C Zone 5 23.-0"maximum above grade 1. Design is based on a 115 mph, 3 second gust INT. OF STATE RD. 29 & AIRPORT RD wind design per VCC 2015/IBC 2015. Category II, CHARLOTTESVILLE, VA Treated as Components &Cladding P= -2245 PSF Snow Load 30 PSF Exposure C. Components and Cladding Zone 5. 30 Estimate weight at 6 psf Design Snow Load 25.2 PSF psf Ground Snow Load. Est Wt Wind Tap Row Fastener Row Cabinet Max Average Avg 2. No additional wind catching surfaces are added to Region Area Area wl Snow Load Fastener Fastener Spacing Depth Tension Shear Ten the building structure. The customer's building CUENT: in^2 ft^2 lb lb Qty Qty in in lb lb lb engineer is to determine the adequacy of the CABINET 2546.650 17.685 338.16 -397 07 6 3 17.375 12.000 92.13 56.4 66 18 supporting structure. TRIG AREA 910.192 6.321 127 92 -141 92 2 1 17.375 12.000 100.41 - 64.0 70.96 3. Sign design is by others. Electrical design by blair others. 4. All fasteners shall be zinc coated to prevent ivtaximum Fastener Tension= 100.41 LB corrosion. IMAGE ELEMENTS 5. All wall penetrations shall be sealed to prevent Maximum Fastener Shear= 63.96 LB water intrusion. 5107 KISSELL AVENUE 6. Existing site conditions are as reported by BLAIR. ALTOONA, PA 18801 Should field conditions differ from what is shown PHONE (814) 949-8287 on this drawing, cease all work and contact BLAIR FAX (814) 949-8293 Wall Signage-Treated as Components&Cladding immediately for direction. The scope of this engineer does not include onsite observations. �� DATE DESCRIPTION Wind Speed 115 mph From ASCE 7-10 Table 26.9-1(Partial) 7. LINK Engineering will not be responsible for the Exposure C Zg= 900 safety on this job site before, during or after m -/-/- Zone 5 Alpha= 9.5 installation of this structure. It is the responsibility Height 23 Ft of the owners, contractors and installers to ensure ® -/-/- Sign Area 17.685 FtA2 that the installation and erection of this structure is performed using methods that are in full ® -�-�_ AI dWonj ad peals banished.n MY arm an created Radfkds for the Determine wind pressure from ASCE 7-10 Chapter 30 compliance with OSHA regulations. not,d p ad as tta ai of d p,.perty m LW t,4 u.c u..of 8. Anydeviation from this design or from anypart of them d" or*me M my"'per other thou the Intended `°°"`°t'" 9 .hd be p,ddbNed without the.Alta,anent of ux E,y eat y L-C. Chapter 30 Wind Loads - Components&Cladding this drawing, including the General Notes, without Demean m my m the htomatton endowed.it%.about consent m the written consent from LINK Engineering voids Y.AdmYn ofhtae<e,d property ad.ha not be tdamed p=q*(GCp-Gcpi) (eq 30 4-1 or 30.6-1) priorSEAL & SIGNATURE: this drawing in its entirety. 9. The structure designed on this drawing is intended q-0.00256*Kz"Kzt*Kd*VA2 (eq 30 3-1) to be installed at the address shown and should not be used at any other location. Kz= 0.93 (Table 29.3-1) Kd= 0.85 (Table26.6-1) Kzt= 1 (Section 26.8) V= 115 q= 26.729103 GCp= -1.4 (From Figure 30.4-1 for h<=60 ft and from Figure 30.6-1 for h> 60 ft) 1411 GCp= +1.0 i __`_ ( 11 p = -37.42 psf ,\\ LTH OF/- Load Combination: D+ 0.6W (Section 2.4.1) y o IMAD N. KASHIF v Design Wind Pressure=0.6W= -22.45 psf Lic. No. 39173 Design Wind Pressure=0.6W= 1 6.04 psf -O SS/o N Al-E- �I� LINK Engineering, L.L.C. AREA - 2546.650 SQ. IN. 135 Phone:.:(nsdt Lane�4001•..room .non Project Number: Drawing Number. 21-0349R B1071591 SHT. OF DATE: BY: 2 2 4/7/22 GHK INSTALLATION ADDRESS: SHELIL CABINET DESIGN INT. OF STATE RD. 29 & AIRPORT RD 9'-2 1/2" - I�-1'_0" CHARLOTTESVILLE, VA BY OTHERS I --i_iilE__ t3c__ -1 CLIENT: ---ct-oo..., 6 _ , 1 — Icz blair , 0 ,- r/ / > 4 D .1 p IMAGE ELEMENTS ~ N r �� -Jq - - I4 5107 KISSELL AVENUE X i d ALTOONA, PA 1880218 8 PHONE (814) 949-8287 FAX (814) 949-8293 O i n ,e DATE DESCRIPTION \ -/-/- FRONT RIGHT ELEVATION - NON ILLUMINATED SIGN SIDE VIEW ® -/-/ ' A. —/—/— u dedqu ad�hmoated on this droehg an aerated,padhdy be the noted project and an the hole property of IN(Enpheaha LLC.Ur of then dslyu a for any purpcs other boT the Mended'fft fe Wd be pnh6Red of the I t e.rltte,mnmt d n,•Fir¢wafo LLG DYdosn of e,y the hfamatlon.,fiord.I t A..f haul emrnt of the owner,Y a,1daUon of htabctul property and d+d not be tolerated. 2"x2"x3/1 6" 3'-0" 3'-0' MOUNTING LOCATION SEAL & SIGNATURE: ALUMINUM ANGLE, TYP. (6 REV) 0 e M It) 1 h fir`\l,\c.pITH OF o �o %p PLYWOOD �2 SHEATHING o IMAD N. KASHIF v — — — — — — Lic. No. 39173 MOUNTING LOCATIONS g -P �� I 2x4 WOOD BLOCKING; �SSLONALE�G ATTACH TO STUDS 411 hil- lIii ® EACH END W/ (2) , i 1/4" FASTENERS ;t, WALL CONSTRUCTION DEPICTED IS AS REPORTED ���ml!�I� BY CLIENT. SHOULD FIELD CONDITIONS VARY FROM WHAT IS SHOWN, CONTRACTOR SHALL CONTACT I % I 3/8" DIA. BOLT _�L I � BLAIR COMPANIES FOR DIRECTION. I /„ I W NUT, FLAT lam"'-"/ "fF"""c.7 I I WASHERS LINK Engineering, L.L.C. _�� 135 South Dodd tone a Kro ctle,Tenneree 37922 Rana:(MI 53p—501.I nilnkeMrsan 2"x2"x3/1 6" MOUNTING DETAIL WALL STUDS Project Number. Drawing Number: ALUMINUM ANGLE, TYP. STONE 0 FRAMED WALL1 6" O.C. 21-0349R B1071592 VENEER SHT. OF DATE: BY: 1 2 4/7/22 GHK INSTALLATION ADDRESS: Calculations for Drawing B1071592 Sheetz Wall Sign Project Number 21-0349R Date 3130/2022 General Notes: Virginia Construction Code 2015/IBC 2015 Cat II Designer GHK SHELIL 115 MPH Exp C Zone 5 19'-0"maximum above grade 1. Design is based on a 115 mph, 3 second gust INT. OF STATE RD. 29 & AIRPORT RD Treated as Components&Gadding P= -21.57 PSF Snow Load 30 PSF wind design per VCC 2015/IBC 2015. Category II, CHARLOTTESVILLE, VA Estimate weight at 6 psf Design Snow Load 25.2 PSF Exposure C. Components and Cladding Zone 5. 30 Est Wt Wind Top Row Fastener Row Cabinet Max Average Avg psf Ground Snow Load. Area Area w/Snow Load Fastener Fastener Spacing Depth Tension Shear Ten 2. No additional wind catching surfaces are added to Region in"2 ft"2 lb lb Qty Qty in in lb lb lb the building structure. The customer's building CLIENT: CABINET 2546.650 17.685 338 16 381.42 6 3 17 375 12 000 89.52 56.4 . 63 57 engineer is to determine the adequacy of the TRIB AREA 910.192 6 321 127 92 -136 32 2 1 17.375 12.000 97.61 64 0 68.16 supporting structure. 3. Sign design is by others. Electrical design by blair others. Maximum Fastener Tension= 97 61 LB 4. All fasteners shall be zinc coated to prevent corrosion. IMAGE ELEMENTS Maximum Fastener Shear= 63.96 LB 5. All wall penetrations shall be sealed to prevent . water intrusion. 5107 KISSELL AVENUE 6. Existing site conditions are as reported by BLAIR. ALTOONA, PA 16601 Wall Signage-Treated as Components&Cladding Should field conditions differ from what is shown PHONE (814) 949-8287 on this drawing, cease all work and contact BLAIR FAX (814) 949-8293 Wind Speed 115 mph From ASCE 7-10 Table 26 9-1 (Partial) immediately for direction. The scope of this Exposure C Zg= 900 engineer does not include onsite observations. Zone 5 Alpha= 9.5 7. LINK Engineering will not be responsible for the e- DATE DESCRIPTION Height 19 Ft safety on this job site before, during or after m -/-/- Sign Area 17.685 Ft"2 installation of this structure. It is the responsibility of the owners, contractors and installers to ensure ® -/-/- Determine wind pressure from ASCE 7-10 Chapter 30 that the installation and erection of this structure ® /-/_ is performed using methods that are in full Al dogma of Pam.Mooted onto m tAY drwbq m mated weak*for the Chapter 30 Wind Loads- Components&Cladding compliance with OSHA regulations. noted vroJact cold ale the sole pity of LW Engree►,4 u.c Ur of p=q"(GCp-Gcpi) (eq. 30 4-1 or 30.6-1) 8. Anydeviation from this design or from anypart of "1e di1 nI of dew kr e"y prp0se an"than""Mended oppdmttn 9 anal be prohNnee.uncut the.amen mount of LW E, earb4 LLc this drawing, including the General Notes, without Dikicare or any or tne rformotW aoto.of rsr.rsoot C0nae1t of the q-0 00256'Kz'Kzt.Kd.V"2 (eq. 30.3-1) prior written consent from LINK Engineering voids mar,la o MdaNm of Ntaleatud crawly me�a not ce tahotea this drawing in its entirety. SEAL & SIGNATURE: Kz= 0 89 (Table 29.3-1) 9. The structure designed on this drawing is intended Kd= 085 (Table26.6-1) to be installed at the address shown and should Kzt= 1 (Section 26 8) not be used at any other location. V= 115 q= 25 675335 GCp= -1.4 (From Figure 30 4-1 for h<=60 ft and from Figure 30 6-1 for h>60 ft) GCp= +1.0 p = -35.95 psf 1i i I Load Combination. D+0.6N! (Section 2.4 1) -ay�T\ TH OF Design Wind Pressure=0.6W= -21.57 psf I Design Wind Pressure=0 6W= 1 5.41 psf 00 IMAD N. KASHIF v Lic. No. 39173 �SS/0NA1-0'G /-Gi i 711 or Z 'loll AREA - 2546.650 SQ. IN. LINK Engineering, L.L.C. 115 South Dodd Law•K+rmre4.Tarnow.37922 Ptwnw(855)539-4D01•nr..eneanoraxn Project Number. Drawing Number. 21-0349R B1071592 SHT. OF DATE: BY: 2 2 4/7/22 GHK SIGN TABLE '\ I I ; l� LEGEND: Site Area Total ( I I / WI I �Iy STANDARD/ACCESSIBLE W Plan Sign Quantity Width Height Each Area Illumination \ \ I , i + TIC ��O PARKING COUNTS z Key1 12,y - STANDARD CG-6 C I J_WIO I5. Il CG.e SPILL CURB II W Internal w/opaque w1 1 SHEETZ Canopy Mounted Sign 3 7.24 L67 12.09 36.27 „EW AC E SE 5 �,� � I �� CG4e TRANSITION CURB = back round de.529 i" _ f '• _1 8A 1 A.' L- — T I1� LWWLy^ ID I �/ I .vzr s WnrfRtrrA•fs �"fvU }n,/ ISfFN ✓R /(/rV x;F RI _ �r� y., I BMP SOIL MEDIA / ( 9-47 .B eVOF SJS and,,,3e.._•2.5 GB457 670 I 2 1 / ,7Ev;44 MINT OF*R/w5PLd4 4TAYJ JB b<J 0.. as TJ / 1 CONCRETE CC W I / © / HWPB.A/V'200 207 Eq ,, tx rMAsW'W11 / / I / iNPB aIVP l5'-58 NEwiEMPaRFFVY CONSTRUCTION /� 1� / OM I 1 YY7J12'y y' \ :DO.'" - I - CG-6SPI LCURB I L.> RSo' a �' X 2 -may :,B;.� 1�' I „ TRANSITIONS TO CG7 \� I 1 I nENTANCE INSET u"Y„[ ` ",A R60' � I .1 1 W r-2o' 0 20 ao �v DIW a °tit /, r� 1 J G 1 N /� I \ 6ota 0�0 /e n Z Q •lw•�•i 11f0® /AV IN )J` ` \� 51A6 _ _ ,� . � DG 8 — BIORETENTION % �'. NEW SWM FACILITY ESMT - - -:� FILTER B - '� �' , I I (D.B.5551 P.265-272& -- / /.4.1/ + )� \ ,,a<vE ryI _,/__ . / *'�1 ♦ STORM OUTFACE ;A ,��� I I 6 / \ D.B.5559 P 744-751)i --- _ _- 5'LANDSCAPED AREA +r .� vul �- 'A®OfA ► t`,10�„•S',:.. /xa y' - \ ,' _ _ \ r 6 3 10°35 OB-E-<„-•DRDRNE•TH MENU BOARD _-/ ��TRASH I�� PROP SCREENING WALL o`I I h,_._ " ' } s er Ia 58 sEe✓eP Fsn7 5 --.y I ENCLOSURE PROP CONC RETAINING WALL WITH a .Sso7=lez lee �! AND ORDER POINT " 'y/ HANDDRAIL PER DETAIL 5/C4.2 I A \ ,.ly osAt i- STORM INLET(TYP) 1 . �I — R35' _ • 1 LLI \ \ FA IOR,P INf �H�' / �T ��-��i. R3,T-1�7 k11. �.�� S ��` j I �I ry ,, STEEP SLA°E NEW CONSERVATION ESMT .- /R25n > • PROP�'�AREA(T>P)�� \• 5' - •� POLE cm) � 1 p h 8 (D B.5551 P 265-272&-� _ r t /h c� �I ql Q$$\ \ DB 5559 P 744-751) 7 _ _ .•• ICJIR \ 1 1I ¢O - _ m - �° SPILL CURB(TIP) .i i � > - h'c4. mEQ°60.EIN/5 \'� '' .d ,"'mac..____.____,. , CG�TCRARBIP Y cP,_•: ,r _�__ ___.- R30' .A: LJ--;'..-_il I IQ\ �' ;(1( IIIM • AYV IX//SGZZS - _R51.5 / NI'�•y 16 `.+TML.+-.-5W.q_ {2y��� I G 1 R28' 1 �/ , P., s SEE ARCH DRAWINGS LI � Ib�CL+••C. T. `s N \� SHE6,077 SFER STORE v FOR BOLLARD LIGHTS 1 T•___�,} ,\� r��T ••• .vµ °e ~ Q AND RAILING LOCATIONS/,A/ 0 l.L.l HIGHWAY COMMERCIAL/CI COMMERCIAL ( J > 1 j I I W 2 ZONING D/57R/CT DIVISION LINE �+%CURB CUT ^.j apt (, ©q 9'X18'FUELINI3 > > I ® I PROP MONUMENT SIGN = Z C7 CONCURRENT WITH PROF RTY BOLNDARY I ,'7•"L' SPACE(TYP) F�_ _-.--_ _ + '-'�[JI ` - 1 � •. • AEiv'ARCEL A" I I I O !jy i ' •I II > Z 0- \,,, ��Pp7T AUTO/NVFS TMFViS O I I I• s3 / 7 1 4 TMP 32-40 ,I .' •Ilt 14' ': 65' r •� 1 E 1 1 0 J A 4'OR'AGTO 1'- STMEN>ti LLC I L>l BIDRETENTION u1 r 24' PHASF Z L•C may-®$ 63 r J.9 oP549 A 7 ! L NR MACHINES(� PROP FLAGPOLE 1I 1 Q 111B 555 P26527'(PEA.) '�`„ 1 O / I— o_ 20. FILTERA O ��'114111.1„..,„Isei �,, Q 1 1 I> r 1J 5 5503 r 80 87(P[4 ) 1J53 AC 1 1 •,IkJ/yWITH LIGHT 1 QOB3/92P 6- ;. 1 .�/IIC � J'. CI COMM�'l tJ.. 1.5, L_ �____ [ I ` 42 �✓.. / J WCAR WASH MENU CUMMERC/A� (1 I �Ff1ELCANOPY 1•�+ T ,Q' / 1 J �- D9 /'PJU a ! ," AND TELLER [ 2000 GREASE v' I 6,538 SF I / N«.T . �' Q 0 B 2284 P395 I �I .. 1 •' 'I 4 1 Z Q Nat'l?Y'V P/5/-168 CG.B SPILL CURB(TIP) M1.. ® / E. INTERCEPTOR TANK 1 _ I �•• . 1 mIraCI, 200207 . )'�j'' (2)1500 GAL CAR WASH ' 0 10' p--•-- I O IT W D B 7/5 6 (PLATI I j 1a �`I® �yl 'e -- 1 .I_ RECLAMATION TANKSII: I s • - I• cq O 'I • / I a D] ZONED.h/o HrVA CO-ERC a_(NC) I _ f �%s " •� - PROP AT-GRADE PAVER SIDEWALK p' P ti Wj / + / ) 1 I 1 Q ?F)FAT NSF C(MIMFRC-A[ i _i I • /-CG•6 • I,d O 1. -�- -k'*4 Y O ` I l 1 '' ! I ea , 4 37 75///�i .. 36.5' ,• 36' 18' `�` o. r 1 I Q oTq l'fl "..�.• / `, �lJ0,:�I CAR WAS • I ,I_' r _ — It . O i = _s_ --1. I 38 �;�, 1 I �. Fr uno=raaaN s. r �r� /( ' I i iii ■ i• I 37 '• I I 1 a43 A I _. i I'ii 2 L_ __ ____� �, 1 I 1. I I ,A • • • I , W -- �� Iij(�-- •1R84I • ft' fl 123oli IC `` At> •• /@35 ' 1 //,/f RRR.. � i • �., ® '.O .O r `\ r r. I t••__ ___.9 (• 1.iil.1VANT / ® \�`<I qua T 4 / � µR15' CURBCUTS R4' R367' r•14. II O ` 1-- 5 1 I CAR WASH 1 H. 1 S/'RNF CE rE[d O,F ESM' ^� O CLEARANCE BAR r CG•6 SPILL CURB(TYP) _ ��— �� L`J: 1, 1 I/ / I / 1 ` i PROP FH NEW PUBLIC UTILITY ESMT + •� •� ® �' 1 I I., Op 5,«, (DB.5551P285272) 1 ;., •••;o Qr� , , ;. SITE PLAN NOTES: r ,- y7% •; �I 1 AKNO%BOXQM)I$REQUIRED CONTRACTOR TO / / 2 I 1 R3' R3, lirdlilli • /�• dQ TIE IN TO IX CG 7 COORDINATE LOCATION WITH FIRE MARSHALS OFFICE p 1ER I �9��J•_\��.r'��a 2 0, .187 U DANIEL C HYER 1 '• 6_ PROP VDOT CG•12B � � FUEL TANK yd.A5.7 2 RADIAL CURB DIMENSIONS TAKEN AT FACE 12 /,4 s ■ ®� CURB/FLOWLINE. E,c w cs59b \b' 0 ©. 21 ® © /'�^ �I'i 1 PROP UNDERGROUND t•. R30' /VENT PAD I 't _ ,p`-a r `V" LJ I ® hid 0 ©, ® ��• FUEL TANKS �,.'f • y )F'�/ // �, 3 CURB RADII ARE S'UNLESS OTHERWISE DIMENSIONED 4, —1 - — , . (3)PROP WATER I �, ����•' ��� VACUUM PAD „ • '�sa VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ��/ONAL£adSd �- ' Jam- - METERS �1 - '— ■ 'a•�T•�� ` - d87 tilt PW, 4 ENTRANCE CORRIDORS SHALL BE ELIMINATED M RELOCAlEDA1RPORT Mpl''' / rc A dp' ,_ _ �:. "L - - �1- . i IN I-. 'tl,j j -------' DIRECTON SIGN °° I"/ -- _-- �� L ■J30'eUILDING/PARKING SETBACK LIN � I bi:ItA _ />� / �••yo. �. --. _ ..1 J Fr R24T OF W4 -�/ - / 5 WHERE CONCRETE PAVEMENT ABUTS CG-6 SPILL CURB (ENSURE 7'MIN TO / R30' ` ■ . 11 "� _ 71 ( � � CONTRACTOR MAY EXTEND CONCRETE PAVEMENT TO •..4 , DCH _ . - ! _ -���- -- - ->•'+ CURB FACE AND ELIMINATE GUTTER PAN WHERE BOTTOM OF SIGN). ♦ _I _ _ _ Y ... /� '�/ I F1 I , VAA\\\ III 1 __ - q50 �1 - PROP STEPS WITH HANDRAILS STANDARD GUTTER PAN CONVEYS FLOW,STANDARD S 9 • _ _-. -:�4.•' CG-6 SPILL CURB _�`'_ - SEE DETAIL 4/C4.2 -. \ _ __..-- -- g PROJECT 190 600 I - „n- TRANSITIONS TO CG-7 ._�- POP ADA PEDESTRIAN ACCESS RAMP _. 1 CG-6 CURB AND GUTTER SHALL BE CONSTRUCTED ALL $ --- Y I DRAINAGE PATTERNS SHALL REMAIN AS SHOWN ON _..__ __.._._�-_ -_...___ j N55.0736 W/7//� -TIE TO EX.S/W - _- -EX 5'PUBLIC SIDEWALK TO IX SIDEWALK / SHEET C5.0•GRADING AND DRAINAGE PLAN 1 H E WORK OF PROP VDOT CG•128 TIE IN TO IX.S/W PROVIDE HANDRAILS PER DETAIL 5/C4 2 N 393596750 TIE IN TO IX CO-7 EX CG-7 EX 5'B/KE LANE STATE ROUTE 64 9(AIRPORT RD) - E//so/</s 09 _ 6 ALL OUTSIDE CORNERS OF CONCRETE PAVEMENT LINE + GRADE .. ELEV SA7 99- SHALL BE CHAMFERED PER DETAIL 1/C4.3 TO AVOID ° 7P88/0/A NUW Vr/OlA'zv 400 II CONCRETE WEDGES OF 90 DEGREES OR LESS. B 600 ACT C1 1° zo ao SITE PLAN C4.0 •zo' o B2022;--0139 s5 Convenience Architecture and Design P C 351 Sheet Way Clayeburg PA 16025 phone (814)239-6013 7-`-" amaq tcolumb etlee¢corn web site .w eheetz corn 4 C nra..,.... \- _ PR •-w-- NEW SHEETZ STORE - ABLEMARLE .; i� a.xaBoDN COUNTY 1 lC�` '?'� "e _ D yedNTE A ` aW. "m 1.1 A„ Int.of State Route 29 SIDE D STORE SIDE ELEVATION and Airport Road SCALE Me 9'-e' Ablemarie County Virginia DARK ONIC ACM OWNER $�vA.... To BRnarom PANTONE 4OC SHEETZ,INC $.N:'i"'2— 6700 SIXTH AVE +1 .w_� `_-_- _ _. ALTOONA,PA 16602 t SLO"E BASE TO MATCH STONE CN STORE - - C —YY �• '�I, CONSULTANT ' �� t COLUMN ELEVATION e W r' _e —` SCALE dr 9'9' SIDE B STREET SIDE ELEVATION SCALE,3/Ib`9'-9` Pale $ -- --' 016..... �_---. -.s_-1- --. --w TO PANTS OA5i �� -- - - -- �'� L Pill y TO x PANTED DARK eRa1a PROFESSIONAL _`' `iMesrz _ _s=2 "a$ $ -am..,� ■a�+srz� _ - ...... 10 ......., . . + T-2 VD' I}OT Q FT un AREA --_. "P'". °'.m. &GNe TIDE WING,.LT II.NOP Ai e.Twig IAA -pi �j} _-,i I•IY 'i I. IwnNarm a+D arAaE TTPCALa TNI� KEVPLAN ' l 2 i� r I CANOPY MOUNTED SHEETZ SIGN DETAIL i+ i ! M f 'I, SCALE 1/7 9-®' I I .I I SIDE C RIGHT SIDE ELEVATION SIDE A LEFT SIDE ELEVATION eGALE 3116"9'-e` SCALE.3/I4.'•I i-e' TOP 1'-1'Or MN TO DE DEIOIU DEGKIN* A,M CD GREEN NUM U T 0 D.---*LOOS AIM ' C vittt LETTERS 0 / UN NON MOTS TO 1 / GAS CANOPY POETS N� L I! 3 o _ DOUBLE FACED&ON ZZ 3 REQUIRED AIRD DIESEL FLAG SIGN AREA•6.86 SQ.FT o Li K a "AUTO DIESEL"SIGN ELEVATION AND DETAIL G Q SCALE,If4'9'-6' ry,� AUTO DIESEL FLAG 4UT0 DIESEL FLAG I....1H &GN nONTS To CA6T STONE BILL ry jI 81*N LOCATION SIDED &GiLOCATICN —I 1 SAe cANOPr POS» CAW STONEELL N 6 Mf STORE&D! TO MAATCM STQi GI STORM r F o j� E.DIA NC DOEN SPOUIT S . . _! . _—_ TILL RNb1AWMVWMFROM DAMOPT QpG it rfil • �,, • PAINTED GREEN BIDE A * • : *La WWII vrt+tt —T ISSUE �6'�7-Z� S ° SIDE G PROJECT NO yy AUTHOR BY NMI y ® x_�, p ❑ 6 } iIILi1 — i _ - - _ *e SHEET TITLEp • STFLAG _ O16N I.00ATIOIN6 I W-.4. 'tI,t 6Y-'it ' C LOCATIONS DON6LE N GAS AWNING COPT Y-1'xC-I'0TOIi\ASE 2 REOURED FLAG SIGN AREA• TO I'IATµ WORE DETAILS * IT-4' r See w.FT AGMx ICE SC,elrlKrl!!AP PLAN VIEW FOR LOGO LOCATIONS SIDE 0 " SPLIT FLAG SIGN ELEVATION AND DETAIL STONE COLUMN BASE DETAIL AWNING prAI a:lid'9'-9' DCAL.EW I14'9'-e' i 3 INSTALLATION ADDRESS: SHELIL INT. OF STATE RD. 29 & AIRPORT RD CHARLOTTESVILLE, VA FIELD VERIFY EXISTING CANOPY CANOPY SLOPE / OVER CUENT: /--____ I—BEAM BY OTHERS TURN/ --------------- NEW 3"x3"x1/4" STEEL TUBE 3"x3"x1/4" t I a i r I------------ -- ----- --_______,— WELD TO EXISTING CANOPY I—BEAM STEEL TUBE --- -----____,, ------------- (��?? IMAGE ELEMENTS • ------ __ ------ ------ 5107 KISSELL AVENUE — --- ---------- ------- ---____ ALTOONA, PA 18801 ---------------i PHONE (814) 949-8287 -----_____ FAX (814) 949-8293 4'-9" C/C OF SIGN COLUMN to � DATE DESCRIPTION `r' �2"x2"x3/16" t03 in 2"x2"x3/16" m _/_/_ STEEL TUBE o STEEL TUBE ® —/—/— N d i7u plea Ftdrntod m th truhg ao sealed ge4 folly for 9,o IN rated project"IF" Doll m the eala property of tilt Fn¢I tQ LLG Uee of 7'-2 7/8" CABINET DESIGN dbo ob "tho fft°uto too ` ��p ° BY OTHERS toner,Nefo I of mron of.of f ocat",erdoeed TRW.mho.toast consent 1.o a. f !� SEAL`dc SIGNATUURE: prtgartyad eid not be tdvond r IL] 1 1 I Kil eI I[I> Iii 1E] [ [ -BI 4_____I__ l II' 2 —a W t oa '� allii I ce " ELEVATION THE SCOPE OF THIS ENGINEER IS LIMITED TO THE SIDE VIEW L H CONNECTION OF THE SIGN TO THE CANOPY STRUCTURE. 0-*-- , OF i'Y ALL OTHER ASPECTS OF THE PROJECT ARE ` EXPLICITLY EXCLUDED. O� �'y o IMAD N. KASHIF v tr s" Lic. No. 39173 4 3/8" 6"x6"x1/2" 3"x3"x1/4" STEEL PLATE STEEL TUBE 0,� �� Fs 0 Q�9/16" DIA. HOLE TYP. S��NA��� � FOR 1/2" DIA. _ _ G —J A325 BOLT Ali AI 2"x2"x3/16" I MAX. VERTICAL REACTION ® tF' c z _ STEEL TUBE ,� 6"x6"x1/2" I I 3"x3"x1/4" CONNECTION TO I—BEAM: I`� o cn "� STEEL PLATE gm STEEL TUBE T = 155 LB �'',,,2'_>♦ \ ` J gyp' 3 16" A325 BOLTO/2" DIA. I I MAX. TORSION TRANSFERRED I Np T I—BEAM FLANGE LINK En�afineerin L.L.C. 3/16"V <NP' FROM EACH 3x3 TUBES: 135 SouthWM Lone•Kawv.T g, 37922 0 0INWAMill M = 680 FT LB pt..(995)539-4001•Inn,fin urgr.com MOUNTING DETAIL MAX. SHEAR TRANSFERRED Project Number. Drawing Number. MOUNTING PLATE DETAIL EXISTING CANOPY 21-0349R B1071593 3 16' I—BEAM BY OTHERS TO I—BEAM FLANGE TyP. SHT. OF DATE: BY: FROM EACH 3x3 TUBES: SECTION © CANOPY BEAM V = 219 LB 1 3 4/7/22 GHK INSTALLATION ADDRESS: • SHEETZ INT. OF STATE RD. 29 & AIRPORT RD CHARLOTTESVILLE, VA ` DISCONNECT SWITCH BLUEVIEW 3 WHITE LED MODULE CLIENT: ° 0.o Ili f_` 0 o•o f~ 0 o°o 'f"'` ° 0.0 -��` o 0•0 1-1 0 oao fti o oao 1� ° 0.0 1�o 0.0 blair . 0.0 ,.. 00.0 IMAGE ELEMENTS �.. 00o 0 1�- 0.0 0 --.0"---- - o•o o ��'1 0•0 0 --0"---""--o•0 0 1�1 0•0 0 5107 BISSELL AVENUE � O•o Of��0•0 O 0°C ° ,�r'1 o°o o f-'� o•o o ALTOONA, PA 18801 0 PHONE FAX 14) 949-8293 7 o•o 0 11 0°0 0 ��- o•o o •L� o•o o � .. o°o o . o•o o o•o o f 0.0 0 1 f o•o o —�`..f o•o o �,� o•o o $ DATE DESCRIPTION m -I-I- 0 °eO ° 0.0—�..�� 0 °°O ® -/-/- L� o o.o Zl 0 0.0 J f -11 0 0°0 _____/' ° °.o —f ® -/-/- �' ° °°O �- 0 o•o 0 0•0 0 0°C N ducts ad pets idmtad on WI an aad•d Is the nand pdr.oZ and an the oils piap.ty of Uw at LPV-60-12 MEANWELL u h°%IV :IC=co ofua h�LLS Ordaeao of my of to Mambo)■rd•d MMK eiMmt Dowd of tits POWER SUPPLY, TYP. °•°r Y a Notion of tu•ahel marl),and aha not be toltsol.6 SEAL & SIGNATURE: ELECTRICAL LAYOUT GROUNDING & WIRING SHALL BE IN ACCORDANCE WITH UL AND NEC GUIDLINES AS OUTLINED IN ARTICLE 600 I 1 A . i. Op THIS SIGN IS INTENDED TO BE INSTALLED IN �`1JEA H ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 0 600 OF THE NATIONAL ELECTRICAL CODE AND/OR `S OTHER APPLICABLE LOCAL CODES. THIS INCLUDES ° IMAD N. KASHIF PROPER GROUNDING AND BONDING OF THE SIGN. Lic. NO. 39173 -0 it o LEDsELECTRICAL REQUIREMENTS:44)BLUEVIEW 3 LED 6500K WHITE MODULE �s`S�ONALE�G\ BV-ST120-3-W I-ilvv DRIVER: (2) 60W MEAN WELL #LVP-60-12 ® 1.2A TOTAL LOAD: 2.4A ® 120VAC AREA - 1575.25 SQ. IN. CIRCUITS: (1) 20 AMP REQUIRED QI1.1 ft LINK Engineering, L.L.C. 133 Saud Oartd Lone.tunMk Tanners*37e92 Pltsn•:(e15)S32-1001•wvJwngheen Project Number. Drawing Number. 21-0349R B1071593 SHT. OF DATE: BY: 2 3 4/7/22 GHK INSTALLATION ADDRESS: • PROJECT# 21-0349R SIDE OWNER: SHEETZ General Notes: SHEE1L March 30,2022 INT OF STATE RD.29&AIRPORT RD 1. Design is based on a 115 mph, 3 second gust wind INT. OF STATE RD. 29 & AIRPORT RD DRAWING# B1071593-94 CHARLOTTESVILLE,VA design per VCC 2015/IBC 2015 Category II, Exposure CHARLOTTESVILLE, VA WIND LOAD 22.98 PSF C. 30 psf Ground Snow Load. WIND SPEED 115 MPH CLIENT. BLAIR SIGN COMPANY 2. Additional wind catching surfaces are added to the #COLUMNS 2 "VCC 2015/IBC 2015 5107 KISSELL AVENUE building structure. The customer's building engineer is to determine the adequacy of the supporting structure. CUENT: ENGINEER GHK ALTOONA,PA 3. Sign design is by others. 4. All penetrations shall zinc coatedged to prevent corrosion. blair � 5. All penetrations shall be sealed to prevent water SHAPE CENTROID TOTAL intrusion. TEEM HEIGHT WIDTH FACTOR HEIGHT AREA FORCE MOMENT 6. All support members shall be free from defects. Steel tube shall meet ASTM A500 Grade B with a minimum IMAGE ELEMENTS SIGN 1.667 7.240 0.907 0.833 10.939 0.251 0.209 yield strength of 46000 psi. Steel angle, channel, and 5107 KISSELL AVENUE plate shall meet ASTM A36. ALTOONA, PA 16601 COLUMNS 2.427 0.333 1.143 1.214 0.925 0.273 0.845 7. Steel welds shall be made with E70xx low hydrogen PHONE (814) 949-8287 OAH 4.094 electrodes. All welds shall be made by persons FAX (814) 949-8293 qualified in accordance with AWS standards within the past two years. COLUMN CALCULATIONS (CODES P=PIPE;O=OTHERT=TUBE) 8. Existing site conditions are as reported by BLAIR SIGN ‘2-.� DATE DESCRIPTION - DESIGN OBLIQUE AVAILABLE COLUMN OBLIQUE COMPANY Should field conditions differ from what is COLUMNNi COLUMN 1 COLUMN 1 bcx , MODULUS LOAD FLEXURAL CENItK LOAD shown on this drawing, cease all work and contact A, -/-/- BLAIR SIGN COMPANY immediately for direction. The ® _/_/_ ITEM WIDTH DEPTH WALL COLUMN COLUMN MOMENT STRENGTH DISTANCE FACTOR UNITY scope of this engineer does not include onsite _1 observations. ® -/-/- T SIGN 2.000 2.000 0174 0.6 0.80 0.169 1.83 4.750 1.610 0.092 9. LINK Engineering will not be responsible for the safety N,,,q,.a,,okra,,disteden thin a.,,,,e created,pectnm,for the T COLUMNS 2.000 2.000 0 174 0.6 0.80 0.680 1.83 0.372 on thisjob site before, duringor after installation of noted project ere the de PneP�Yo1 Phone lno.LLc Use or r" •'a et°trer ofi IL P m ,t tr1(nF n°PL LLB this structure. It is the responsibility of the owners, Drer of yof the Info-mace.weea.,th.xt consent athe contractors and installers to ensure that the owner.Y n WnWtbn of ntdechnd property end Whd not be 1d.vted BOLT CALCULATIONS installation and erection of this structure is performed SEAL & SIGNATURE: using methods that are in full compliance with OSHA OBLIQUE regulations. BOLT BOLTS/ TENSION/ BOLT ALLOW. ' ALLOWABLE 10. Any deviation from this design or from any part of ITEM MOMENT SPACING PLATE BOLT DAM. STRESS TENSION this drawing, including the General Notes, without prior written consent from LINK Engineering voids this drawing in its entirety. COLUMNS 0.845 4.375 4 000 0.933 0.500 20 000 3.927 11. The structure designed on this drawing is intended to be installed at the address shown and should not be PLATE CALCULATIONS used at any other location. I I IA II L.M TENSION/ MOMENT MOMENT PLATE PLATE PLATE MINIMUM 4� ' O.F1 OF BOLT ARM PLATE WIDTH DEPTH THICK. THICK. �0�� �/ COLUMNS 0.933 1 844 1.720 4.125 6.000 0.500 0.304 TORSION TUBE 0.933 0.688 1.284 6.000 6.000 0.500 0.218 ' . 0 2 WEIGHT OF SIGN 0.235 kip \ O IMAD N. KASHIF v Lic. No. 39173 -O CC SS/ON AV E� 111W II LINK Engineering, L.L.C. 135 South Ovid Lon.•Nnoa*Ob.Tennessee 37922 Phone:(855)539-4001•rrr.Mkenor.com Project Number. Drawing Number. 21-0349R 131071593 SHT. OF DATE: BY: 3 3 4/7/22 GHK INSTALLATION ADDRESS: SHELIL INT. OF STATE RD. 29 & AIRPORT RD CHARLOTTESVILLE, VA FIELD VERIFY EXISTING CANOPY CANOPY SLOPE /OVER CLIENT: I-BEAM BY OTHERS TURN/ __ - -- - - --- --_----------- - 3,.x3�,x1/4rr b l a i r __________-- STEEL TUBE - -----I ----- ----_ ------ IMAGE ELEMENTS ------ - ---- --- -- --- ----------- NEW 3"x3"x1/4" STEEL TUBE .�. 5107 KISSELL AVENUE ------------ - - -- -- WELD TO EXISTING CANOPY I-BEAM ALTOONA, PA 18801 -- --- _ ___--- ----- PHONE (814) 949-8287 --------- - FAX (814) 949-8293 4'-9" C/C OF SIGN COLUMN io ��i DATE DESCRIPTION � - 2"x2"x3/1 6" '1 2"x2"x3/16" m _/_/_ o STEEL TUBE 1,, STEEL TUBE ® —/—/— N -f-1 Al dears and pims namted an Ns hu.M en coated spedficdy fQ the CABINET DESIGN twee dears cr plane fa cny anon other then tha hteneed opaloation awl be /— —BYA OTHERS m consent of LLG / D4hsn a my of the nfmmtkn ado.ef ath,.Mcut consent of the Nuisiir caner,ts o.4o{otfon of ntdechd prtaerty and ad not be talented III���� IN SEAL & SIGNATURE: co --/N.-J, g#, F)3 ��I Pi F Of-1 �I a III' d f l 1'-0"--1 W = o 1 IX 1.0 o ELEVATION THE SCOPE OF THIS ENGINEER IS LIMITED TO THE SIDE VIEW ."� ��A' TH 0 ~ CONNECTION OF THE SIGN TO THE CANOPY STRUCTURE. �C\ Fl�j j ALL OTHER ASPECTS OF THE PROJECT ARE �S �; EXPLICITLY EXCLUDED. O� Z U IMAD N. KASHIF v - 6" Lic. No. 39173 4 3/8" 6"x 6"x 1/2" 3"x3"x 1/4" -0 ict STEEL PLATE STEEL TUBE -P �o � b <v O -9/16" DIA. HOLE P. us, ECG \ NAi- FOR 1/2" DIA. 1171'' A325 BOLT - - -- 2"x2"x3/16" I I MAX. VERTICAL REACTION wZ _ STEEL TUBE u� ~ 6"x6"x1/2" I I 3"x3"x1/4" CONNECTION TO I-BEAM: MEI o� `° "' STEEL PLATE STEEL TUBE T = 155 LB L \ / �,P 3 16" ENG/ EE /NG7 1/2" DIA. i 3 16"r A325 BOLT I I MAX. TORSION TRANSFERRED "V <�P. I TYP. TO I-BEAM FLANGE LThK Engineering, L.L.C. 3/16O 0 S FROM EACH 3x3 TUBES: M = 680 FT LB 135 South Wad Lone•gym..Tennessee Teee 37922 Phone:(eas)539-+001..rail rz n, MOUNTING DETAIL MAX. SHEAR TRANSFERRED Project Number. Drawing Number. EXISTING CANOPY 21-0349R B1071594 MOUNTING PLATE DETAIL TYP. 3 16' r I-BEAM BY OTHERS TO I-BEAM FLANGE SHT. OF DATE: BY: FROM EACH 3x3 TUBES: SECTION © CANOPY BEAM V = 219 LB 1 3 4/7/22 GHK INSTALLATION ADDRESS: SHEER INT. OF STATE RD. 29 & AIRPORT RD CHARLOTTESVILLE, VA + DISCONNECT SWITCH BLUEVIEW 3 WHITE LED MODULE CLIENT: � o � O O.Of--1'" O0° �' 1 0 0°0 �` 0 o°o —r�° o o°o -�—~ o o°o "'i� OO°O �'--_`o oOo 00°° — 00°01.._N 00°0 blair IMAGE ELEMENTS o•o o -�-"...• 0.0 0 •1—",-- 0•0 0 -.0'--"` 0.0 o f-'.-- o•o o--***----1- o.0 0 0•0 0 --^� o•o o 1� o.o 0 0.0 0 �•—•� 5107 KISSELL AVENUE Co•o o 01 PHONE ALTOO(81�4) 949 PA 8 287 0 FAX (814) 949-8293 o•o 0 . . 0.0 0 'L f o•o o �� o•o o �� 0•0 0 0•o 0 o•o o -�f o°o o Lf 0°0 0 �—� 0°0 0 -��""� o•o o > S DATE DESCRIPTION . m -/-/- ® -/-/- 0 0.0 0 0.0—...�.►./ 0 000 0 0.0 0 L� el�� oo•oZ_l00.0 00.0 00.0 -� 100.0...... - 00.0 --��foo• -/-/- N Gip owl aMA l Yw5dtrra de.an I toot w it a nmildw Ltinny Gtra the dre!pp ddq for r alydhr d IlK�MfiN apprealko LPV-60-12 MEANWELL rndmydtoF moral of POWER SUPPLY, TYP. SEAL & SIGNATURE: ELECTRICAL LAYOUT GROUNDING & WIRING SHALL BE IN ACCORDANCE WITH UL AND NEC GUIDLINES AS , OUTLINED IN ARTICLE 600 4 THIS SIGN IS INTENDED TO BE INSTALLED IN �`tlEP6TH of lr� ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE O �� 600 OF THE NATIONAL ELECTRICAL CODE AND/OR o- G� OTHER APPLICABLE LOCAL CODES. THIS INCLUDES 0 IMAD N. KASHIF v PROPER GROUNDING AND BONDING OF THE SIGN. Lic. No. 39173 13 to ELECTRICAL REQUIREMENTS: cr FS G\ LEDs: (44)BLUEVIEW 3 LED 6500K WHITE MODULE S/ONAl.E� BV-ST1 20-3-W 1"H f(22 DRIVER: (2) 60W MEAN WELL #LVP-60-12 ® 1.2A TOTAL LOAD: 2.4A ® 120VAC AREA - 1575.25 SQ. IN. CIRCUITS: (1) 20 AMP REQUIRED AileiCIil dh LINK Engineering, L.L.C. 135 South Cold tar•Kna.NI.,T.nwr.37e22 Ohmic(en)53Y-4CC1•......tekevneom Project Number. Drawing Number. • 21-0349R B1071594 SHT. OF DATE: BY: 2 3 4/7/22 GHK INSTALLATION ADDRESS: PROJECT# 21-0349R SIDE OWNER SHEEIL General Notes: SHELIL March 30,2022 INT OF STATE RD.29&AIRPORT RD 1. Design is based ono 115 mph, 3 second gust wind INT. OF STATE RD. 29 & AIRPORT RD DRAWING# B1071593-94 CHARLOTTESVILLE,VA design per VCC 2015/IBC 2015 Category II, Exposure CHARLOTTESVILLE, VA WND LOAD r 22.98 PSF C. 30 psf Ground Snow Load. WND SPEED 115 MPH CLIENT: BLAIR SIGN COMPANY 2. Additional wind catching surfaces are added to the #COLUMNS 2 'IVCC2015/IBC 2015 5107 KISSELL AVENUE building structure. The customer's building engineer is c to determine the adequacy of the supporting structure. CLIENT: ENGINEER GHK ALTOONA,PA 3. Sign design is by others. 4. All fasteners shall zinc coated to prevent corrosion. blair SHAPE " CENTROID TOTAL 5. All penetrations shallll be sealed to prevent water intrusion. ITEM " HEIGHT ,IWDTH FACTOR HEIGHT AREA FORCE MOMENT 6. All support members shall be free from defects. Steel tube shall meet ASTM A500 Grade B with a minimum IMAGE ELEMENTS SIGN 1.667 7 240 0.907 0.833 10.939 0.251 0.209 yield strength of 46000 psi. Steel angle, channel, and 5107 KISSELL AVENUE plate shall meet ASTM A36. ALTOONA, PA 18801 COLUMNS r 2 427 0.333 1.143 1.214 0.925 0.273 0.845 7. Steel welds shall be made with E70xx low hydrogen PHONE (814) 949-8287 OAH 4.094 electrodes. All welds shall be made by persons FAX (814) 949-6293 qualified in accordance with AWS standards within the past two years. COLUMN CALCULATIONS (CODES P=PIPEO=OTHER;T=TUBE) 8. Existing site conditions are as reported by BLAIR SIGN q-� DATE DESCRIPTION DESIGN OBLIQUE AVAILABLE COLUMN OBLIQUE COMPANY Should field conditions differ from what is COLUMN '.1COLUMN COLUMN 1 x N MODULUS LOAD FLEXURAL CENTER LOAD shown on this drawing, cease all work and contact -/-/- BLAIR SIGN COMPANY immediately for direction. The ® -/_/- ITEM WDTH DEPTH WALL COLUMN COLUMN MOMENT STRENGTH DISTANCE FACTOR UNITY scope of this engineer does not include onsite = observations. & -/-/- r r r 9. LINK Engineering will not be responsible for the safety AI Mims rmd plan brkate,on thie,, q,e created Y fr,,he T SIGN 2.000 2.000 0 174 0.6 0.80 0.169 1.83 4.750 1.610 0.092 on this job site before, duringor after installation of noted project"d th. °pro�t7 a""e¢..hy Lc�u«°' T COLUMNS Z 000 2.000 0.174 0.6 0.80 0.680 1.83 0.372 rya w "or Wine for eKea a t u pupae other Ihm"i Engineering h anase ca this structure. It is the responsibility of the owners, ;of my o1 the Minna on mama!efthh without commt of the contractors and installers to ensure that the oener,e o Motion of htelecAd property ad en.,not be Wrote& BOLT CALCULATIONS installation and erection of this structure is performed SEAL & SIGNATURE: using methods that are in full compliance with OSHA OBLIQUE regulations. BOLT BOLTS/ TENSION/ BOLT ALLOW. ALLOWABLE 10. Any deviation from this design or from any part of ITEM MOMENT SPACING PLATE BOLT DAM. STRESS TENSION this drawing, including the General Notes, without prior written consent from LINK Engineering voids this drawing in its entirety. COLUMNS r 0.845 4.375 4.000 0.933 0.500 r 20.000 3.927 11. The structure designed on this drawing is intended to be installed at the address shown and should not be PLATE CALCULATIONS used at any other location. ....,».....«..... / ITEM TENSION/ MOMENT MOMENT PLATE PLATE PLATE MINIMUM .44 Iv BOLT ARM PLATE WDTH DEPTH THICK. THICK. '��Eet TH OF COLUMNS 0.933 1.844 1.720 4.125 6.000 0 500 0.304 �O V , TORSION TUBE 0.933 0.688 1.284 6.000 6.000 0.500 0.218 0 WBGHT OF SIGN 0.235 kip IMAD N. KASHIF Lic. No. 39173 ass/O N Al-E� '1 1Izv Pk /E VGYNEE.9,,, LINK Engineering, L.L.C. 135 South Dcvld lone•Knowles.Tennessee 37922 Phone:(e55)539-4001•m.enbngrmn Project Number. Drawing Number: 21-0349R B1071594 SHT. OF DATE: BY: 3 3 4/7/22 GHK INSTALLATION ADDRESS: 7'-2 7/8" SHELIL 2'-0 TYP. INT. OF STATE RD. 29 & AIRPORT RD CHARLOTTESVILLE, VA I o 0 0 Q CLIENT: N a < - Fr>- c i blair e, - ._... ...., .e.... ....„ o } J a a Y ' ' IMAGE ELEMENTS } 5107 KISSELL AVENUE O ALTOONA, PA 18801 PHONE (814) 949-8287 °' FAX (814) 949-8293 MOUNTING LOCATIONS, I 2"x3/16"x6'-10 1/2" (8 REQ'D TYP.) LONG ALUM. PLATE,TYP. ELEVATION e DATE DESCRIPTION 0 —/—/— BLUEVIEW 3 WHITE ® —/—/— 7-DISCONNECT SWITCH LED MODULE ® —/—/— THIS SIGN IS INTENDED TO BE INSTALLED no�td heisted the tjecm m .f property of MXEnsiwiqc Use of ■ D °... °°.° n e.e,po ■ to ony ww■on>nof me n�aea e IN ACCORDANCE WITH THE REQUIREMENTS .na�e,�brt.r �.. a�iorS„Xr n�fc ° °°°��� OF ARTICLE 600 OF THE NATIONAL D6r .o'°'yofthe n"'""u"�iaedON%without`""°tofthe remY a violation of htdand pr pety and.hd rat be}chalet °.°° °.°° ° � °° ° ELECTRICAL CODE AND/OR OTHER SEAL & SIGNATURE: �� °°° �`� °°° APPLICABLE LOCAL CODES. THIS INCLUDES ° PROPER GROUNDING AND BONDING OF °.a° a.a° THE SIGN. LPV-60-12 MEANWELL POWER SUPPLY, TYP. 7 ILLUMINATION LAYOUT 'b �t 1 1/2"x1 1/2"x3/16" DETAIL A EXISTING CANOPY r— CONTINUOUS STEEL ANGLE, TYP. , ��� OF lr p,LTH 41 DESIGN BY OTHERS 111111 3/8" DIA. BOLT W/ • :-.7----- "PI� _ NUT, FLAT & LOCK IMAD N. KASHIF— \ WASHERS, TYP.I ` ` Lic. No. 39173WELECTRICAL REQUIREMENTS: �� LEDs: (44)BLUEVIEW3LED 6500K WHITE MODULE �'� Gv. ' BV—ST120-3—W S`S/ONA�E� 14 — DRIVER: (2) 60W MEAN WELL #LVP-60-12 1.2A 11127/' <�� I TOTAL LOAD: 2.4A 12OVAC L J CIRCUITS: (1) 20 AMP REQUIRED I DETAIL A EXISTING CANOPY ii `�!� DESIGN BY OTHERS I t.. � SIGN GROUNDING & WIRING SHALL �� BE IN ACCORDANCE WITH UL 1'-0" DECK PAN CABINET AND NEC GUIDLINES AS LINK Engineering, L.L.C. OUTLINED IN ARTICLE 600 115 S,,,,,,pa,,,d Lone• le,Tennessee GUTTER CANOPY CONSTRUCTION DEPICTED IS AS REPORTED 'hone.085)539-4001•elm tiro..9"°"' BY CLIENT. SHOULD FIELD CONDITIONS VARY FROM J ENCLOSURE WHAT IS SHOWN, INSTALLER SHALL CONTACT BLAIR Project Number. Drawing Number. • COMPANIES FOR DIRECTION. 21-0349R B1071595 SHT. OF DATE: BY: SIDE VIEW 1 2 4/7/22 GHK INSTALLATION ADDRESS: Calculations for Drawing B1071595 SHEETZ CABINET Project Number: 21-0349R Date: 4/7/2022 General Notes: SHEETZ VCC 2015/IBC 2015 Cat II Designer: GHK INT. OF STATE RD. 29 & AIRPORT RD 115 MPH Exp C Zone 5 19'-0" maximum above grade 1. Design is based on a 115 mph, 3 second CHARLOTTESVILLE, VA gust wind design per VCC 2015/IBC 2015. Category II, Exposure C. Components and Treated as Components & Cladding P = -21.57 PSF Snow Load 30 PSF Cladding Zone 5. 30 psf Ground Snow Load. Estimate weight at 6 psf Design Snow Load 25.2 PSF 2. No additional wind catching surfaces are CLIENT: added to the building structure. The Est Wt Wind Top Row Fastener Row Cabinet Max Average Avg customer's building engineer is to determine Region Area Area w/ Snow Load Fastener Fastener Spacing (Average) Depth Tension Shear Ten the adequacy of the supporting structure. blair inA2 ft^2 lb lb Qty Qty in in lb lb lb 3. Sign design is by others. Cabinet 1575.246 10.939 248.07 -235.93 8 4 10.500 12.000 64.9 31.0 29.49 4. All fasteners shall be zinc coated to prevent corrosion. IMAGE ELEMENTS Trib Area 469.825 3.263 79.58 -70.37 2 1 10.500 12.000 80.7 39.8 35.18 5. All penetrations shall be sealed to prevent water intrusion. 5107 KISSELL AVENUE 6. Existing site conditions are as reported by ALTOONA, PA 16801 BLAIR SIGN COMPANY Should field conditions PHONE (814) 949-8287 Maximum Fastener Tension = 80.7 LB differ from what is shown on this drawing, FAX (814) 949-8293 cease all work and contact BLAIR SIGN COMPANY immediately for direction. The scope Maximum Fastener Shear= 39.8 LB of this engineer does not include onsite q-� DATE DESCRIPTION observations. _ 7. LINK Engineering will not be responsible for -/-/ the safety on this job site before, during or ® -/-/- Wall Signage-Treated as Components & Cladding after installation of this structure. It is the responsibility of the owners, contractors and L -/-/- installers to ensure that the installation and u ds.Yg+old pions hdmled on thi.troviv we created veer*for the Wind Speed 115 mph From ASCE 7-10 Table 26.9-1 (Partial) noted project aid ere the sae property of MK at, LLG u»o7 P P erection of this structure is performed using tt«,d delve er pw tv;expose other thou Intended r ec lb of cryd e1t e l the wtttm covet d W(Eofi LLG Exposure C Zg = 900 methods that are in full compliance with o,,re.,,oronyo<thert ,d eidoesd within,without consent o,the Zone 5 Alpha = 9.5 OSHA regulations. SEaLYacScNaTu of Intallectoci wmer+r�r,d be tolerated Height 19 Ft 8. part ofAny vlthisn from drawn this incu ding the from Gene al any 9• 9 Sign Area 10.939 Ft^2 Notes, without prior written consent from LINK Engineering voids this drawing in its entirety. Determine wind pressure from ASCE 7-10 Chapter 30 9. The structure designed on this drawing is intended to be installed at the address shown and should not be used at any other Chapter 30: Wind Loads - Components & Cladding location. p= q* (GCp-Gcpi) (eq. 30.4-1 or 30.6-1) q -0.00256* Kz * Kzt * Kd *VA2 (eq. 30.3-1) 1 44 Kz = 0.89 (Table 29.3-1) tr.- �. . H 0 t Kd = 0.85 (Table26.6-1) OCR F G�'P Kzt = 1 (Section 26.8) V = 115 o IMAD N. KASHIF v q = 25.675335 Lic. No. 39173 GCp= -1.4 (From Figure 30.4-1 for h<= 60 ft and from Figure 30.6-1 for h> 60 ft) �p ��� GCp= +1.0 A\ <(\SS/ONA1- �G\� p = -35.95 psf 1 ZZ' Load Combination: D + 0.6W (Section 2.4.1) �t' i Design Wind Pressure = 0.6W = -21 .57 psf �I Design Wind Pressure = 0.6W = 1 5.41 psf LINK Engineering, L.L.C. 135 South David Lune.KnoeoSl.Tennessee 37922 Phew(955)539-4001•mllnlunor.coo, Project Number. Drawing Number. 21-0349R B1071595 SHT. OF DATE: BY: 2 2 4/7/22 GHK SIGN TABLE \- ' 1 I I ; © i NIA LEGEND: Site Area Total 1 f I . 1 N' , O/OO STANDARD/ACCESSIBLENG COUNTS Z Plan Sign Quantity Width Height .- Each Area Illumination \ I i ,`. ; 12' !II STANDARD CG.6 Q s �1 Each P - II, 1 G' CG6 SPILL CURB �M ` Internal w/opaque �'`, �� nEw ACCESS EASEMENT �~ 1 / I I.. .,� CG6 TRANSITION CURB _ 10.B 5193 F781, h i CAR WASH Bldg Mounted Wall Sign 1 9.08 3.00 27.25 27.25 p L tr ' R50 _J I I-e 1 ADA PATH AND LANDING backround _ w 3Z dA — — — ` 7 ,N/,�.CSFP//•r,�+ =wn' X r RI �...� n. I. I BMP SOIL MEDIA II / I DE457 676 , 2 m DEAR MENT OF TRoASPOR AT/cY ' 2 B oc 9 0 'rca T/ 1 1�, �.N I I_ I CONCRETE IM / to O DB75.4 P676 I_.— V/-L' I•;`RCrh- /Aryhaitl / s- r • / ++KRB a/V P1002C7 A/ , I'-7MALRC/AL Ex ro+ 1 / TIIr I I 141 I / 4WPti Y/Y P/5/.,58 NEW TEMPOR4iY CON4TNUCf10H gyp°. �1 / 1 1 \ 'O•VED( C 061ATERC/AL \ EA9EMEM(D B 3Z93 P 781 INV IM'S26 0(La TJ 1 1�'B' ' • I 1 I 12• Pl7FSEN'USE/I<T ENT Oh-1AW - lNY SZi.n RS J) -1 `■■ ^, I :'� /'i \ NE9V / .5'Z56r 1 ` n (� !I� I AJ A. I �Yy ruppf�o�2� �( p j--- , CG6 SPILL CURB 1 / �s% 1�'d / 1 TRANSITIONS TOCG•7 ARV ♦ 11 1 �2 ENTANCE INSET "_ y \\ -' — ��_I W / 1 E t50 �- I �, 1"•20' D 20 40 ......."--.-- 'Iry ^5 1 pl L!'- 410 �' \ / I - n -_ 1� ' .\,,, ..•�� a a,lit�aQ`% ♦�ORi Il a �[ / Nv/N,527lb(G4.1 ® ^ . NEW SWM FACILITY ESMT . BIORETENTION (D B.5551 P.265.272& /� _ _ l FILTER B 30' / h D.B.5559 P 744-751: •r'^_� T_ °/ A •5I` crypSTORM OUTFACE 4 �'� • I _ -•_Vial I\ GaOLt I ) 5'LANDSCAPED AREA \ 3 55. 45 06,�.°d •DRIVE•TNRU CLEARANCE BAR / I+� TRASH I`�'i PROP SCREENING WALL ®B _� , , - \ _� Er 20 SAN SCWEP ESN' $1p•my ^j 11 os ssv� �62 rbe ^^ AND ORDER POINT ` �// HANDDRAIL PER DETAIL S/C4.2 R35' ' , ♦ I \ \ '-' .i^ STORM INLET(lYP) / . - -1 ° _ " Ni :. . / -- ..../ .�-ram R. .r•_ \ 1�r■ 1 -� I 1 U o //�^♦!' / f7 ,sue 3,�R3 --����We I 1. I I 1\I STEEP SLOPE ^� CG6(TVP) NEW CONSERVATION ESMT / ,R26' 1 ,. � �\ OPHT LEN40 T i I�Y - /f A W�l' D CG6 TRANSMON • y I R30 -i ~999} EoPsseo rs \� - _ _ /! -i CURB(TVP) 9?0_ . . m_��' '� R3' ___ P i EO I I li 3 INO IN.54245 � ' .>. �• -,-- -_ T_. -1 •17 �, -� :'4 I I (/) \ , /.vv our,SL2z5 `IV. �'- : > 1 ,• I O'\oO�p __ 'R51S', j / ,/y, 3, `\+Ai ~ ' 22' il,_/ 18. T >�i • �, �1; �� I auI \::;) I' SHEETZ STORE 3 SEE ARCH DRAWINGS 1 I I it 1�`Y��W, as N 6,077 SF 15 FOR BOLLARD LIGHTS 1 •> r � 11 �u^� 1 u.: w i ` I ./ % R39 y• 1I AND RAILING LOCATIONS �00•FYI eP I ; •�, w Q H/GHW4YCOMMERC/AL/C/COMMERC/AC I CU '� I t T �..,V I Z ZONING DISTRICT D/V/S/pV LINE � CURB CUT -^ QAZ 1q 9'X 18'FUELING 1• 1 45 [�FPROPMONUMENT SIGN = Z C7CQNLLRRENT WITH PRL4°ERTY BIX-NDA F �' I' .` 410 `•'{h \% ' cr I i • O BPACE(TVP) IF'�_,_ _^_�' IL� � 1 / �.J I 1 (� g 5 Z It- O AIRPORT AUTO IN✓ESTMVN-S 7 O 4 I l / / '. Ilir O 4. J TMP 3'.LO - �I ••'✓ 14' ` � p//5 _ I•i I 65' � (� ��. / I 1 W Z A RPOR-AUTO INVESTMENTS GU ' - , / A, . 24' JB J,95/a / 27 'r'LG T. 1 +- a -`"`T O ' NR MACHINES(2) PROP FLAGPOLE j 1 a a V�BIORETENTION c 11 43 DH I-/B 180 :� FILTERA ���C•7' ) 5s3 ac 1. ,I 1T ; _�/- J A�© \ I 1 �'+ Q D h SU03Y 19018,(P/A') ; 1 t� t1�� ME!rCA.. 'I-__ j -E 42 /p/\WWIT`H LIGHT 1 1 CC w OB3/92PZ6.. .� •" a. 775' 1.5' I �/ W CAR WASH MENU - +,,MMERCIAi ' FGEL 44CIOi_ I• 1 t 1 J D H i it•r 3[1 s AND TELLER Oj 11, I 4.5353E I i ` / I NL 1 1 Q '— OB228LP395 I ,pI 11 �_ I 2000 GREASE j t 1 I }y 41�I•' 1 / Z Q VA7 /rib H Y.V P I5/-158 >` • t-]� INTERCEPTOR TANK - 1 `II �! , • • Li A . ;�, I 1 i 0 Ll. W /-1M1H'B Y 4'P 2ti7-207I � � (2)1500 GAL CAR WASH ' ,O 10' 'r-;---"'">-'F-T fir: / C a 75 6 (PEG TS I j ,14• 0<,•.•;^q,r`r�� __ I RECLAMATION TANKS '� I r 1+a I Olie ., , 1 4) 4 a m c JNED 00TP-vA COMMERCIAL'/-P) I _ voted. -�•.� +I. \ / 1 �^ Q �%;e PROP ATGRADE PAVER SIDEWALK 1, ® _ !RESENT U,SF CONMFRC a[ �,1 • 1 OG6 ^ •'ram 1 'O +•' / '1 I4_, R I is 0� / // I •t 1 1 Q I I i oL - dill •/ I 37 75'//��f} _33333333�b' .` a- 38' 18' I`�`�' i I> I ® � qII � CAR WASH _ 1 1 7q 1� d 1.0245E I 1 � .� I 44, ! 1 1 I 1 1,,VD,.1N Sr•- \ O. ( �1 1' 1 i• 1 t I 1 Paa/eon. • 37 • 1 T- '� I • �1 I �ol 1 1 1 • `� __ CY..; 1•. > rI ® Try�`�` / n' 1 1 1 '\ YY�- t— it `-5> I;r• 1 i F..I�R?° •fir o/ 1 1 1 !1 R64 ii • 319 ' /;y ©.\ O •YY s I 1 4T' T O I•4;11 \ /t, I 1 a,itI •,� h 1 I ���� ri I`/. 1 VAN L , Two" , O I l' h I 1 1 I�/� .I� Y �}a 1 71A' till\ R15 CURB CUT5 R4' R3.67' f'10 y / O I'r®� 1 1 i 1r/I 1 CAR WASH �— ` it ET S°RiV/2'ENrEL1�Er — , I 1CLEARANCE BAR r _ 32 �• / I ' II_ CG6 SPILL CURB(TVP)PROP FH ` —�—_ S •. .Y�I' 1 ;1 I PV,TH Op t NEW PUBLICUTILRYESMT x „, •.�;� Qr -- , �� SITE PLAN NOTES: 2PE y/Po w A9ep 1 R55' R35' (D 8.5551 P 265.272) I N. 1 / ��� • \ . 4i.Y�w� / ,Y 1� i/ 1 A KNOX BOX(TM)IS REQUIRED CONTRACTOR TO /� 1 1 r �/ •�Y di: ♦ -1 - 71E IN TO EX CG•7 COORDINATE LOCATION WITH FIRE MARSHALS OFFICE. 1 P 7"' 2 I ! 9' R3' .,��ta i 1 u� ! 1' PROP VDOT CG•12B S•11•�>_s\�vl.�� a �� ♦ / �.w 157 D DANIE LiC L a 1 1 '�y<I•ev e T s �1 t, 1 ,®i `-1 FUEL TANK ♦- ^ 2 ADIALCURB WLJNE.DIMENSIONS TAKEN AT FACE OF /,; / •PROP UNDERGROUND 4 )VEM PAD CURB/FLOWLINE. iPt �� lJ �J A / z� CURBRADII FA RA EL EQUIPMENIT FRO THE l�� S� FUEL TANKS 'i � 3 STONED (3)PROP WATER _ ��a, �"�-�"�'� --- P Ow= 1q 4 ENTRANCE CORRIDORS SHALL BE ELIMINATED M N L U a. �% . LI 1•••• �� _ ' '.i=41. VACUUM A elk I :6'I6 A CPO • RELOCATED AIRPORT Aynd� , M 1, __ 4a��_ 1 r �� ---.A� . �V^o c ��_ L., METERS SO'= LAINA-AR 51G T NE EY R/GNT OF WAY • ��i , -�, 5 WHERE CONCRETE PAVEMENT ABUTS CG6 SPILL CURB DIRECTION SIGN ` APPROVED - (ENSURE7'MIN TO r y / R50' ` : • D ._�•��� 71 - - •7 BOTTOM OF SIGN) / _ _ __ - �'� - �� oI CURB FACEOANDAELIMINAE GUTTER PANAWHERE SUBMISSION V. 9DCH R50 �� PROP WITH HANDRAILS -.- P A PEDESTRIAN ACCESS RA ,.-._ __-- )- STANDARD GUTTER PAN CONVEYS FLOW STANDARD Y N 35 o s r.o� CG6 SPILL CURB _ _ -_"'y_: SEE DETAIL 4/C4 2 .-, - _- ------ ` CG6 CURB AND GUTTER SHALL BE CONSTRUCTED ALL NFi;j J t-Ci 1903600 TRANSITKN•13 TO CG•7 �� - _- r.,,$ --- ---'- PRO MP _-_.. I O DRAINAGE PATTERNS SHALL REMAIN AS SHOWN ON - ---- ...~••••••. `-'---TO E%.SIDEWALK BENCH IARn N 55ro2'.36'W/7//'— TIETOIXS/W - EX 5 P'.BL/CSIDEWALK \ ° SHEET C5.0•GRADING AND DRAINAGE PLAN THE WORK 0 F PROP VDOT CG-12B TIE IN TO IX S/W PROVIDE HANDRAILS PER DETAIL 5/C4 2 N.3935947 SD PE IN TO IX CG•7 EX CD-7 EX 5'EKE LANE STATE ROUTE 649(AIRPORT RD) E l/50/L/3 09 \ — _li 6 ALL OUTSIDE CORNERS OF CONCRETE PAVEMENT LINE + GRADE IECEV 541.99- - p I SHALL BE CHAMFERED PER DETAIL 1/C4.3 TO AVOID D 42Certi00'T CONCRETE WEDGES OF 90 DEGREES OR LESS. /� • \1 1SITEIn G PLAN 20 40 C4.0 $ZO22-013q(p5 Convenience Architecture and Design P C 351 Sheetz Way Claysburg PA 18625 phone (814)239-6013 email tcolumbu5sheetz.corn web site www sheet.corn NEW SHEETZ STORE GBt*MY CORP- WNDSOR - -11.16 SO.R LED OPEWCLOBED WALL SGN ACM FASCA,COLOR TO ACM FASDA,COLOR TO MATCH LED OPEIwcLCeED WALL SOIL GLEN-GREY CORP-6T LEITDSOR GOUT,NATURAL WTI STRAPEVIIE JOINT CAR LIMAN NON ILLIMNATED SON VE61, MATCH'DARK ERONZE• "DARK GRRIIY• ILUMATED MN VERIFY GROUT:NATURAL WIN GRAPEVSM JONI A B L E M A R L E LOCATION RNA STE PLAN LOCATION LaTN 6RE PLAN BRONZE WALL PACK AMOY MR 2F• /� �:y� 10 GA.ON-v.6AL TRY -i''' . .- CAR man - .l=x-,Y PAINTED DARK BRONZE T Y--R- -MMEI COUNTY 4 1 i 1 ' -'- , i , , .1r1:LY�%s .air c'_: ACM FA6OA,COLOR To Int.of State Route 29 = :1. rarcN'DARK BRCN.E •". __ +£ i;-r`'Lrrj,'_ and Airport Road s s} � �� / �� / �� / �� / �� / �� / �� / I [� __ ,. � Virginiate County L'i • • • 6 itISL` o '• // • // // // // // // OWNER / / / / / / / -- SHEETZ.INC ♦ GRADE ,. „ NN TN NN / ., „ Ir ., * 1IE�-1:'� :I-�:11. c1 5700 SIXTH AVE lit•TEMPERED GLA661 I e/6•Burt Jaen AIR L01 DOOR ALTOONA,PA 16602 6•I i TRIM AROUND TOP AND SDES • I �. .2-le WINDOWBE DARK TO DARK BRONZE 16i IIIGGGEEE FRONT ELEVATION RIGHT ELEVATION(ENTRANCE) SCALE I/4"'I'-0" SCALE I/4"9'-44" '„L NSLIL,, ._ ♦ MI♦ CAR .— EXIT JrMA I ®�t= ONLY CAR11 CARWASH WARNINGS WALL SIGN CARWASH INSTRUCTIONS WALL SIGN LED OPEN/CLOSED WALL SIGN BUILDING WALL SIGN CARWASI-1 DISCLAIMER WALL SIGN CARWASH EXIT ONLY WALL SIGN PROFESSIONAL SCALE r.,=0• AREA•1.06 SO R BGAIE:i9-e• AREA•216 SO R AREA•1.e1 SO FT AREA•m as 60.FT SCALE 1.9'-0• AREA•6 0.R 00 6 BCAIE'fl'-0' AREA•2.60 FT TYPICAL OF 1 TYPICAL co 1 TYPICAL OF TWO SEE PAGE 1 FOR DETNL as PAGE 1 FOR DETAE CAMP.TEXT AREA•6.66 6I R KEYELAN ACM FASCIA C0.GR TO 0L.0GNeT CORP-St ENO.* GL.CI-GC Y CORD-ST MM. MATCH"DARK mace* mean':NATURAL UN GRAPEoe0 AM 0160G6 NATURAL WITH MAMA.JQI1 OROE 61AU-PACK OMIT MR 00.1IMIEM u .��.`����.L r1 i '*r'`r s '3-_t ,-, _LT C 'r T .}7--S. ogY..., Y , Nr3 L .LT T Ilt-Yr - t F-'Y. r 4" , ?] 'A AGM RASGA,COLOR TO ^ L r�1-I �]�3 7 z1 1.F� .3 '`_ J...1 {1, • r = _- MAT.'DARK BRONZE' ?'>J, +34'..1. ,7" [zi ; 1 4 r .S-'T i T •L.---q-Y.11 .,--,1 II GA OALVAMAL TRIM N +�'14p � S �T. .y J: L •L I'RY� L 10 GA GALVAIEAL TRIM P'G1- 4 x ' .R+ 'T T j 11 f13 1"I j.-Lt.L 7 .1 T2.i PAINTED DAM ORME `PAINTED DARK BRONZE �r z 1,- 'y,c"`T- "c L --T L '�'-v � ,(' �T L ' Ft �tL {ns' .q!a Z.t. i Ly T'l.,6,'3'ri...1.-+a Z��...t,N T ,T T'. Tk-^_' - =y f' * V 4-'T' "r..T 'S tr./7_, 1." .1^ c A- _ c,.r_rr r' -I-4 c.4. - .„,`x yT LL..JJ - _ i •`an f — - GRADE -`• . Or }�1 I�'-1' 1. 1—'1�:1'�r6—I�EI I�RI. I E 3 E a dR LFT DOOR K 2 err r F TT y W O v REAR ELEVATION LEFT ELEVATION (EAT) 1 $Cdl F i/4".I.-B" SCALE. I/4"'=I'-e" o 1 ]C b ISSUE 10-02-20 1 PROJECT NO AUTHOR BY NMI REVIEW BY SHEET TITLE 2 CARWASH 1 ELEVATIONS 1 ELEVATIONS INSTALLATION ADDRESS: 9'-1" , 2'-6 1/2" 2'-6 1/2" I SHE L —I INT. OF STATE RD. 29 & AIRPORT RD CHARLOTTESVILLE, VA CLIENT: uJ o 0 0 a r iD blair o = „.. . I IMAGE ELEMENTS xa `� 5107 KISSELL AVENUE m m WALL CONSTRUCTION DEPICTED IS ALTOONA, PA 16601 o AS REPORTED BY CLIENT. SHOULD PHONE (814) 949-8287 1 FIELD CONDITIONS VARY FROM FAX (814) 949-8293 N WHAT IS SHOWN, INSTALLER SHALL CONTACT BLAIR SIGN COMPANY FOR �� DATE DESCRIPTION DIRECTION. o o Li\ -/-/- tt —. ® -/-/- ® -/-/- 3/8"x2" WIDE MOUNTING ELEVATION MOUNTING LOCATION AI; ;' ° Y o the ot, ir Oct cod W ,,,IJW � f BAR; TYP. (6061-T6) them or plan 4r my PW+ ^Dew the Mw D a nppfiLm dull be prothoAWtnd ofthoun the written=mot of of u«r,sile:A;L.C. Drdoa.o of my of the hformcticn mcwrod rtmn..Mout consent of the General Notes: wow. `°"'r°`bnof`' property end ohal not'' SEAL & SIGNATURE: ACM FASCIA SYSTEM j 1. Design is based on a 115 mph, 3 second gust wind design per VCC 2015/IBC 2015. Category II, _ Exposure C. Components and Cladding Zone 5. 30 psf Ground Snow Load. 2. No additional wind catching surfaces are added to the building structure. The customer's building 8 1/4"— engineer is to determine the adequacy of the supporting structure. 3. Sign design is by others. 11 4. All fasteners shall be zinc coated to prevent corrosion. 5. All wall penetrations shall be sealed to prevent water intrusion. \I 6. Existing site conditions are as reported by BLAIR SIGN COMPANY Should field conditions differ from what is shown on this drawing, cease all work and contact BLAIR SIGN COMPANY immediately for direction. The scope of this engineer does not include onsite observations. 7. 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 that are in NIAop,L4H full compliance with OSHA regulations. 11 lo 8. Any deviation from this design or from any part of this drawing, including the General Notes, CP /P without prior written consent from LINK Engineering voids this drawing in its entirety. 0 r 9. The structure designed on this drawing is intended to be installed at the address shown and 2 should not be used at any other location. OCD IMAD N. KASHIF ' EM Lic. No. 39173 PAN DESIGN EL TBY 4"x4"x3/8"x128" LONG THERS o ALUM. ANGLE (6061-T6) 0,� �� STEELANGLE COLUMNS SPANNING120" 0 C.; 1.125"O.D.x0.156" ALUM. �s`S�ONAL��G\ ATTACH TO COLUMNS W/ 2 PIPE SPACER; BACK OF -t ,,n CABINET TO BACK OF ANGLE i ( `' v`'� 1/4-20 TEK 3 SD SCREWS EACH END- - - - " WIDE s 1 - r - �% - - MOUNTING BAR; lr I �/' I TYP. (6061-T6) Q, 1 V I i--.\ LINK Engineering, L.L.C. 7 . 1 I 1/2" DIA. SS 1 I i I THREADED ROD ,u Do ��. T.n.v.a n� rya,.:Oa)s3e-400t.....n.k�,.00m i _ _ __ W/ j r. NUTS, FLAT, Drawing Number: THIN BRICK OVER 1/2" - - & ect Number. LOCK WASHERS Pro 21-0349R B1071597 " GOLDBOARD SHEATHING FIBERGLASS PANEL SYSTEM MOUNTING DETAIL SHT. OF DATE: BY: TYPICAL SECTION 1 2 4/7/22 GHK INSTALLATION ADDRESS: SHEETZ � �.w°°��w°°�-f w°o�-Iwo° -foboaf°.o° -!.w°°�f` '�-f.woo�lwoo-.-fw°°-�`-�w°o�� INT. OF STATE RD. 29 & AIRPORT RD (0_0 o `��1 CHARLOTTESVILLE, VA ,J d woof---woof--o.o0f1-woof..._wo 0f-..._wo o.��0.00ff 0.00ft-0.00f---._wo 0 fl 0,l"1-0......,---..._w00f- CLIENT: BLUEVIEW 3 WHITE .00 0.00��f 0.0o f.w00��0.00�f0.00�fo.00�fwo of 0.00�J-C.0o��wo o�f�-��cu��� LED MODULE ��4 blair 0 ) ,ti, LPV-60-12 MEANWELL IMAGE ELEMENTS woof-o..ofti0.00 f10.00.f1-woofti o.00-/--`o.00 f�0.001�-.I J- -woo-lam o.00. -woo-/-�woof` POWER SUPPLY, TYP. 5107 KISSELL AVENUE ALTOONA, PA 18801 ��DISCONNECT SWITCH PHONE (814) 949-8287 � p `' ��owo.l�-oow-f `-owof�-oo.o��-o wof. ..-oowf -o wof�owof`.00w-��owo� ..N..-awojLoowf ..-oo.o g-�i DATE DESCRIPTION A -/-/- A -/-/- ELECTRICAL LAYOUT Calculations for Drawing B1071597 Carwash Cabinet Project Number 21-0349R A -/-/- Date 4/1/2022 Al&airs and pmn nmmted m this treeing a,amend specifically fa the DesignerGHK noted project end ere0 the We properly of LIE M'LLc use a Virginia Construction Code 2015/IBC 2015 Cat IIthew deeps cc pions for my pupate other ten the hteev5sd applIcaUen 115 MPH Ex C Zone 5 12'-0"maximum above grade Med�,y�of of fenn cadent at a■, roa rit anent e. of the owner.I.a siolatm of Intellectual platy and that not be tdeoied. Treated as Components&Cladding P= -19 58 PSF Snow Load 30 PSF SEAL & SIGNATURE: Estimate weight at 6 psf Design Snow Load 25.2 PSF Est Wt Wind Top Row Fastener Row Cabinet Max Average Avg Region Area Area w/Snow Load Fastener Fastener Spacing(Average) Depth Tension Shear Ten in^2 ft^2 lb lb Qty Qty in in lb lb lb GROUNDING & WIRING SHALL Cabinet 3924.000 27.250 320.87 -53352 6 3 21.000 8.250 1099 53.5 88.92 Cabinet Trib.Top 843.875 5 860 91.83 -114 73 1 1 21.000 8.250 132 8 57.771 114.73 BE IN ACCORDANCE WITH UL Cabinet Trib 1413.00 9813 11554 -19211 2 1 21.000 8.250 118.8 57.8 9606 AND NEC GUIDLINES AS OUTLINED IN ARTICLE 600 Maximum Fastener Tension= 132.8 LB Maximum Fastener Shear= 57.8 LB 1> THIS SIGN IS INTENDED TO BE INSTALLED IN h ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE Wall Signage-Treated as Components&Cladding ter` ,�PTH Q 600 OF THE NATIONAL ELECTRICAL CODE AND/OR yV F OTHER APPLICABLE LOCAL CODES. THIS INCLUDES Wind Speed 115 mph From ASCE 7-10 Table 26.9 1(Partial) bC� l/j� Exposure C Zg= 900 PROPER GROUNDING AND BONDING OF THE SIGN. Zone 5 Alpha= 9.5 0� Height 12 Ft 0 Sign Area 27.250 Ft^2 0 IMAD N. KASHIF v Determine wind pressure from ASCE 7-10 Chapter 30 Lic. No. 39173 cr ELECTRICAL REQUIREMENTS: 1� �'� LEDs: (70)BLUEVIEW 3 LED 6500K WHITE MODULE Chapter 30 Wind Loads- Components&Cladding \ BV-ST120-3-W p=q'(GCp-Gcpi) (eq 30 4-1 or 30.6-1) T� �� DRIVER: (2) 120W MEAN WELL #LVP-60-12 © 1.2A q-0.00256•Kz•Kzt•Kd•V^2 (eq 30.3-1) sSZON AL � TOTAL LOAD: 2.4A © 120VAC 0.61 (Table 29.3 1) �7111 Kz= CIRCUITS: (1) 20 AMP REQUIRED Kd= 0.85 (Table26.6-1) Kzt= 1 (Section 26.8) lS. V= 115 q= 23 307779 CIA:•' GCp= -1.4 (From Figure 30 4-1 for h<=60 ft and from Figure 30 6-1 for h>60 ft) GCp= +1.0 LIlh-K Engineering, L.L.C. p = 3 2.6 3 psf 135 South 59•1 ° ;�13 400 •;;,w .000 Load Combination: D+0.6W (Section 2 4 1) Project Number. Drawing Number. Design Wind Pressure=0.6W= -19.58 psf 21-0349R B1071597 BHT. OF DATE: BY: Design Wind Pressure=0.6W= 13.98 psf 2 2 4/7/22 GHK SIGN TABLE I ,--I •I LEGEND: Site Area Total 1 I •i. ,, IN STANDARD/ACCESSIBLE Plan Sign Quantity Width Height Illumination t iv_____________ I ` 1 ) ! �I �/Q PARKING COUNTS z Each Area t \ �� 1 i�" STANDARD CG6 Key I 12 !I 1 ' '!. a 1, CG6 SPILL CURB W Internal w/opaque 1 Monument Sign-Seminole Trail 1 8.08 2.00 16.17 16.17 a{ I .. -' l NEW s�EMS,' �,,�' '1- I CG6TRANSITKNCURB "' Cackround 052' h I z g (P i Vt BA 1 4� L ; • 'I I-Ej ADA PATH AND LANDING 2 Fuel Price Sign rice lines 1 8.08 4.71 38.06 38.06 Internal ,ar \_ r_ �� t'- - - T 1 1 I .' )` / .:r�wor r. _ `,`,' I I BMP SOIL MEDIA L7 _ R5• m i 1 1 CONCRETE I / 1 \ /N B Y/VY.JC 5B7 \NEW TEMPORARY CONSTRUCTION i~[ .' M'A�hm 1 / y J / ` EASEMENT ID 05293 P181 .'",..!;,'T.4 1� �.5' ® , ERC/A, \'� /NV/N'i'b. (G(G r) \I .1 12'+ ^?FSFN`USE OF'FNT ON PO,VO .Wei +Zs 74 ■ I NV a4 5155' My % s I $� v > C •.. - 1 I S / CxIP[s,E_�-.� .. IN Er',5., / 1 - 3 r/ BUD I / / � ,•IS y�i0�'ply 11. / Y CG6 SPILL CURB ,1' , 1 I TRANSITIONS TO CG-7 2 ENTANCE INSET wY ": W / lig ''o,Rho' ��� • -r 40 1••20' 0 20 00 i _ 3:.._ \\ ` I.p1 •E 15 /" � �! 1 `� W , ,N IN SPJ Ba 2J 1 \� _R� 4110 X 1 TOP WI,,,, -- -- rii 1,w rN5v7 Y O n/ _ rNb. ��d'SS.JA PQ6.,G -.y • CCa6 ( / NEW SWM FACIUTY ESMT - _ BIORETENTION �,� i ; `I �/ (D.8.5551 P 265272& �� / _ - /�� FILTER B 70' 1 �/ I' \ o>'4K' D.B 6559 P 744751 _ r STORM OUTFACE A �• • I• 5 " \ I )- '-,/- 5'LANDSCAPED AREA r*�t+' O I /" \ \ 5 1` 55�.E 12��o.e DRNE-THRU CLEARANCE BAR / ;/ •�TRASH Col PROP SCREENING WALL WO I ) l I - I tH Q cx zo S9N s�,O><aesnr S 7a, r DRIVE-THRU MENU BOARD I �11. I a.e..uar=rat ra- ism'�' AND ORDER POINT 4-ENCLOSURE i t PROP CONC RETAINING WALL WITH I r\` \ \ IAl 11 ` / t' ' / HANDDRAIL PER DETAIL5 \ a • r �' 1 ' 1 U i STORM INLET(TYPO � ✓R3• R9' ���� 11- - )LIGHT' -_. 1 /1.:�` - CG6 TRAlSITION!✓ / CG6 SPILL CURB(TYP - . // (TYP WI D EX SAN OH CURB(TYP) ovs5a.ls r _ o._ w\ R3' 0 I _®..-. Q 3• 3 mvNair .zzs � - 4(y > d" 17- � r {4!,O / EllI Srt '�a R51.5'1.11, y.> .... s '�, �',ti. •-12'/ i� Sfi i ,1,f„�"rR'Yia'�� •��:O �} 1 ,0 R28 SHEETZ STORE 'a - SEE ARCH DRAWINGS T I I \ ,i.� ©•I����G. • :R 'IN lV } _ "#".`` • 6,077 SF �j (} FOR BOLLARD LIGHTS ....COMMERCIALFLAILINGLOCATIONS __. a6 ` �O•�� �I .Pµ'`. ; w a Ili CURB CUT I.';• //I.. 1 O kilt. I I 1 11J Z ZONING D/STR/CT D/V/S/pYL/NE - g )•. RAK 1 Sq 9'%18'FUEDNO� 1 ` 45 PROP MONUMENT SIGN 3 C0.1'CLRl7ENT W/TN PROPERTY BOGNQQRY ` '1. . SPACE(TYPO I' 1 �/� I = z•CrMP 2..o al , ' '.•M 1a' .- '� 13 � Ia'>}�,a i > 1 IdQ C� O )- 43 AIR MACHINES(2) 1 W ZA-RPsA4'.1JT0 NVFST EN'S LLC V�BpRETENTION- 1 24' ' ��a • ��, 1 J 097'98'54B _� '80 FILTER • Q ,,•�.C7 {1- 12 1 r •• 1 O PROP FLAGPOLE 1 I I Q 0.5 J5UJ P/50 87(P//.) = / 1" 6,H1 •- "'C7 I 1 1 I 1 ••,i /'� WITH LIGHT 1 1 ^' 0 0 OBJ 92P26 L,_____1__ .-_I I ! q2 O 1 1 1 U 11J I- D9I1 , - • CAR WASH MENU p1, •1 r"RE;EV-:. 775 1.5`. 11. I FUEL CANOPY I•1 '1 O. / 1 T 1 _J w OB 2294 r 3B5 I al AND TELLER C' �' 2000 GREASE ! 4 1 I 4.538 SF ,. ' I 1,.. I v j 1 I- 'C NI4PB:I VP 1,/'Ed CG-6 SPILL CURB(TYP) -- / 1'' 0. •,, INTERCEPTOR TANK /�MT 1 '•I •_+ q&l 1. I �" 1 z Q (n rFIUPB YIV P200207 I •1 �, ) ` (2)1500 GAL CAR WASH ' µu) 110' 1----F 1 • / " 1 05 7/8 P 03(SLU t) 1 '1q• 1,„,t RECLAMATION TANKS I 1 I ! I t4 40 F • 2/ I I ,i I O 0] .5Jn'EO H/UNIVA!/'Or1nERCIA_(FL) I 1 Bj:P.r.` •' F - 20' I P_- I / O • o, - 1 1 i/ 0 PRESENT USE CO/•1MFRC.0 �, I f-CG6 �a 'g 4 PROP AT-GRADE PAVER SIDEWALK 1 i- ', p.7p!MI' '` T + \ / I \ = Q 6 6 .J.. ,,J t.'.tK `i ll . or.11'H •� CAR WASH i . Q 1 ' / 1 ?Y� 1 FA MO,aanW rs•..r +r 4 ���� 1o2a SF • ( ',F ��n, t`TSI�1 ii 8 I l 37 ����� / I II ; 1.PO,,s06 XI f59 0 ,I-• %IP 1 ' \ 4111 c' .1... .,,_ e1wl \'kA•. 11 - ..� e , •• 1 '' / O bl, 3 Iwo 1 Rea' !•e y 1r : ©' O •. • r , . , @ I (' /. ; ,4' 1 ; �.``e 1 ^ �/:� . . , Q ,.0. .a Cq I. . a _L__I A_----Y. II•,, , 1', 11ry r° ; 1 1 R$ ���/ •o ., VAN. Z ��r®yZ0. ` ® O I , h 11 5 1' �1 1 CURB CUTS R4'1 R3.87' I.10'-I . , �:, ') I I ; CAR WASH 4+ ♦� � ` r ,s,-NrcEVT£eOiv_Snr IrA• 1 II II i 1 CLEARANCE BAR P, -CG6 SPILL CURB QYP) - _ � / - _51� ✓ 32 '�rY'. 1 1 '/ 1111 ` PROP FH NEW PUBLIC UTILITY ESMT ` ` `� •°'t•"• 1 • 1 ; -__ Pl'TH OF fr/s R56' R35 < )015551P265272) �•► `�` °o ��� , ,3. �I , SITE PLAN NOTES: �E 7 IIAI ��� ! \ °. o • 2 t Y 1 A KNOX BOX(TM)IS REQUIRED CONTRACTOR TO 1 9• ` COORDINATE LOCATION WITH FIRE MARSHAL'S OFFICE.�.. fff R3 R3' t •�s`Q_Q���� ` ��. / TTE IN TO EC CG•7 _ oa �igh42J 2 1 .,_ ° 1;.. _� �� N PROP VDOT CG•128 "�P v = 5�/R� _ow;y�y 2 RADIAL CURB DIMENSIONS TAKEN AT FACE OF O DANIEL CL HYEe a FUEL TANK �<w ssa- _ p ' / �CgG-1213� PROP UNDERGROUND t`� 1 !VENT PAD ;r �I CURB/FLOWLINE 1 :..tireY�P_ -f . Q ©. 21 ® ® © ® 0 c,v �-' ® ;� FUEL TANKS �SI l • / �¢q yl 3 CURB RADII ARE 5 UNLESS OTHERWISE DIMENSIONED �� -,� " =� _" �.�--��o -�� 0�� VACUUM PAD •.p,y >�: 4 VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE Np� (3)PROP WATER w. ,,, '�" •��� __ ___ t�,E7t i PO. ENTRANCE CORRIDORS SHALL BE ELIMINATED /oNAL B AP- RELOCATED AIRPORT Asphalt fir v1I / __ --_ ��_ � it / . -MEIERS 46-se. •Wolf - T� ' �'.1' e••474,�'j11 CON7RACTORMAY EXTENDCONCRETEPAVEMENT 70 DIRECTION SIGN °° h ` 8 10'BUILDING PARKING SETBACK LINE �� �� EX RIGHT OF WAY 1 �' 1 ,1 V / I 5 WHERE CONCRETE PAVEMENT ABUTS CG6 SPILLCURB (ENSURETMIN TO nv 1 R50 -I ° a (O�® I - -_ _�',�.._ -_ Il BOTTOM OF SIGN) , - .� _. • CURB FACE AND EDMINATE GUTTER PAN WHERE 155°J9$7`W12699' - NO 9 - - - N. ___ • '- PROP STEPS WITH HANDRAILS .- Y _ __ -_-- I STANDARD GUTTER PAN CONVEYS FLOW STANDARD PROJECT SUBMISSION 1J038OO CG65PILL CURB SEE DETAIL 4/C42 _ �.___ �_ =s - 1. TRANSIiK)NS TO CG-7 - , CG6 CURB AND GUTTER SHALL BE CONSTRUCTED AU. 1 PROP ADA PEDESTRIAN ACCESS RAMP TIETOIX S/W r v TO a.SIDEWALK BENCHMARK N 55.0236•W/7/i- ` DRAINAGE PATTERNS GRADIN ANDHALL REMAIN AS SHOWN ON PROP VDOT CG-12B TIE IN TO EX.S/W 7 J EX 5 PLeL/C SIDEWALK PROVIDE HANDRAILS PER DETAIL 5/C4 2 N.395594)50 ° SHEET C5.0-GRADING AND DRAINAGE PLAN THE WORK 0 F I TIE IN TO IX CO-7 J EX CG-7 EX 5 BH(E LAN STATE ROUTE 649(AIRPORT RO) E/450/41J 09 I _ ""_ 6 ALL OUTSIDE CORNERS OF CONCRETE PAVEMENT L f + GRADE _..- w/m/ - ELEV 547 B9- SHALL BE CHAMFERED PER DETAIL 1/C4.3 TO AVOID 8,600 ACT �' CONCRETE WEDGES OF 90 DEGREE30R 1E33 ‘C.D. r zo 4o C 4 SITE PLAN rn .O •2o' o g2O22- oi3g7 S Convenience Architecture and Design P C 351 Sheet Way Claysburg PA 18625 phone (814)239-6013 ema4 tcolumbuWsheetz com web site www sheet corn NEW SHEETZ STORE 13-3" - DARK BRONZE CAP A B L E M A R L E COUNTY �Y.I L _� a" MSL3 . INN � L._ _ 5+"I T Z umrInt.of State Route 29 N 9 DARK BRONZE ACM CAP _ - -- _� imam and Airport Road it O Ablemarle County SIGN PANELS ARE INTERNALLY ILWr9NATED• I '� !.� Virginia 8"X 8"STEEL TUBE K �_. `I ( :,, - � =� 2 28 _^" r OWNER o �= SHEETZ,INCp 71T., U T r�i I �_� ,- BRICK VENEER TO MATCH STORE - n 201 ^ / 5700 SIXTH AVE - -T 1L/ ,ofJ �1 ALTOONA,PA 16602 1. .I DIESEL 1C • 4� — l aYl+ , -' - LANDSCAPING,SEE SITE ORAL/NW,FOR = t ADDITIONAL INFORMATION � r • �—���=_ aim xi w / � � LANDSCAPING SEE 917E DRAWINGS FOR '-I _ ��IlliiimiNIMP���� --Treallg ILT 111/01111101 . INN ADDITIONAL INFORMATION T_ —film-----llS� / - r' r,. �- � _, L ?T� 1 - a .trogi �R..� VIA 0. r• CONSULTANT BRICK VENEER TO MATCH STORE-----______________ Tr'-�4-r, - ._. 111. I , T_ 1 1 'dd"r i .. i1-11-t 1Ia I A 11nEt..,, _ jL' .� • A__Z 1-- -1i .. o r n?LI . 1� 2ta f =f "Zttrot"o T -r liP 1 J— I. T tee•' / • ,• 2-0" 8'-'1" 2'-0 2'-‘,"SEE OWN FOUNDATION CALCB FOR FOOTING AND ...I_ 12'-1" I RE'.NFORCETIENT SIZE MONUMENT SIGN FRONT ELEVATION MONUMENT SIGN SIDE ELEVATION PROFESSIONAL SCALE IlY•I'-B' FRONT LLBvATION AREA 94.9 9Q.FT SCALE.Ilri1'-se KEYPLAN 13'-3" e"X le X3/8"STEEL TUBE COLUMNS BEE IIIIhlhIIIIIIIIPIMIIIIIIIII"14NIIIMNIME:llih' _ STRUCTURAL DRAWINGS(TYP OF TWO) METAL STUDS,aim 1 GA AS NEEDED BRICK VENEER,TIE BACK TO METAL STUDS �`�II ::N • `EI • 0 " \ \ I . 1 8'-I"WOE x 2'-4}"NEGHT X 30"DEEP INTERIOR ILLUMINATION ```� iv„ i" DOUBLE FACED EXTRUDED ALUMINUM SIGN 24vDC LED DACKUGHTING N. " SAVA.• CABINET W/REMO✓ADLE RETAINER FOR ELECTRICAL REQUIREMENTS SIGN ACCESS. SWITCHED SIGN CIRCUITS 120vAC 801bB 14Z,2 AMPS IMMINIIIIIIIIIIII NON-SWITCHED CONTROL CABINET CIRCUIT S:I '-I"L X 2'-4 i"H X 3013 SIGN 2"-e• I20 VAC 60/60 HZ,2 AMP CABINET BELOW BRICK 3 . Ell 3'GAP •i. / / n J '➢ O PLAN VIEW 1 1� 1 ESCALE:Nee-0. ix U 1 a 82 CABINET PAINTED`SHEETZ RED" 2 AREA • 19.07 SQ.FT G OPAQUE OR TRANSLUCENT BACKGROUND Ie"CHANGEABLE NUMERALS O WHITE TRANSLUCENT COPT DECORATED TYPICAL OF TWO CABINETS PER COMMODITY PANEL TRANSLUCENT WHITE COPY leOPAQUE RED(3630-83)BACKGROUND le 2 b ISSUE 10-02-20 � PROJECT NO 8•-I" OPAQUE BACKGROUND AUTHOR BY NMI GREEN 3M 3630-26REVIEW BY In I 1��'j �'1e OPAQUE BACKGROUND 31_8 I/Zu WHITE TRANSLUCENT COPY � 31-$I/2• SHEETITLE ( IL 1 RED 3M 3630-63 WHITE TRANSLUCENT COPY i a •• + MONUMENT SIGN Si-I€ETZ I-�, LIII ��UIO DETAILS 04 1ga 1 SIGN AREA•16.11 SOFT `Cm .el � , DIESEL V3 PANEL HAS OPAQUE(NON-UT)BACKGROUND SIGN 3 v\ V I ti INSTALLATION ADDRESS: SHEETZ INT. OF STATE ROAD 29 AND NOTES: AIRPORT ROAD SIGN CABINET AND CHARLOTTESVILLE, VA 22911 13'-3" CONNECTION DESIGN � r r BY OTHERS. �r 2 —7 1 - 2 —O CUENT: N i 1 i 000 000 000 blair I METAL STUD I I 1 I i I I FRAMING 1 , IMAGE ELEMENTS I i I i 18 1 W/EXTERIOR 0 5107 KISSELL AVENUE ALTOI 1 •• i 1 i GRADE PLYWOOD 0 � '. - 0 Y (814)A, PA 18801 \ I 1 ! i , 1 i �� 00 PHONE FAX (814) 949-8293 97 - - 11 w 52 1 1 I 1 1 I > =I 1 I r 1 I i 8"x8"x1/4 \" OI 0 0 O �i DATE DESCRIPTION -} i 1 1 1 I TYPEL TUBE, O cV m —/—/— I 1 1 1 1 "x8"x 1/4" -, ,,, ,,.,,,,--,-,,,,-,,,,,. ai®er 8 N I 1 8'-7" — I i I STEEL TUBE ® -/-/ Al deign adl�Ilol.adstli�Yq of add anr. i _1 1 - 000 00 0I 000 ==saidp Ias•rt pvu"paor+yother Err d I 1 : 1 I BRICK VENEER rdbeproh 6dAMAlbeertMm.ntal iMIMr.il,�naLL 1 1 I I I I a 1 1 1 a , 1 BY OTHERS Ofdlan d ay d Ih1 I le m11h1 ad,lld diU i t owed d 11r 1 I Y a*kW d Inhe1eh 11 W Id M a Weeded I a I r I i a i a r a 1 I a 1 I i BRICK VENEER SEAL & SIGNATURE: I - 1 1 I 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 ` I �� i 1"DIA.x36" LONG t 1 I I I I I 1 I I I I I I (BY OTHERS) s: i s 1 I I I I I I I a I I I 1 I I I I i I I I I I I I I 1 I I I : i 2'—p"� ANCHOR BOLT N - 1 t t I I 1 it 8 1 I 1 i I T 1 7 l r I f I I f 1 1 I 1 I 1 I 1 I 1 I 1 1 I 1 1 I 1 1 1 I I 1 1 I I 1 1. I I I 1 I 1 1 1 1 1 _1 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 I I- - 1"DIA.x36" LONG . 1 Y I 1 1 1 1 I 1 1 I 1 I a 1 I 1 1 I I I 1 1 1 I I f 1 I i 11 I ANCHOR BOLT I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ° V 1 1 1 1 1 1 1 f 1 1 1 1 1 1 ° •• �n i t 1 I 1 I 1 1 I 1 1 I I t 1 1 .._-1 i t " Q a a a 1 1 I I I 1 1 1 I 1 1 I A i 1 1 r I 1 1 I 1 a 1 1 1 I 1 1 I __..._A 10 —7 C/C W� ° ,d Q O �1 . 1'e) 1 1 I 1 1 1 1 I 1 1 1 1 1 I I.__ I 1 1 1 ft 1 1 1 1 I 1 I 1 1 I a ' 1 1 1 i I r 1 I 1 1 a 1 1 1 GRADE >> p ° , \`/\`//\ \`0• 11 I I 0 a I 11 , 1 1 1 I 1 I 1 1 a 1 : \/�/\/\/\"\ \1 ' V < / \„. •• IN= \\/\\II Empim • ' .°i /i ////i/i/2/// ////i///i '' //\\i/\\i/\� • STIRRUP �(�ALTH OF 7 //N/i\� ■I�m`• •.�/�\'\\� �\��\ice\\ice\;_;\\��\\T\%�\\i\\/�\ \/' . ..--� //� a HOOK TYP. \ ' •i�l� ��\ \ � � �� \�� � ..°• . .'... \ CONDUIT O 4, d , I i J` %%\�/^\/\\/\/\//'\%/�\��!:\�\�i�\!%\!:\����4. '•j SECTION THRU CAISSON 0 y ;. : • •;. •:.,v .: : (8) #5 BARS ON A 27" 0 IMAD N. KASHIF v co ;; #4 BARS ® 12" PATTERN WITH O.C. EACH WAY • " (6) #3Lic. No. 39173 t, STIRRUPS ON 4" CENTERS -a cr •' ';.:'' :" .f:.' ; ..:: • FOR TOP 24" AND 16" O �i • CENTERS THEREAFTER. '�F G\� '. '. :' •' c.) .•.• .' •.y' DO NOT WELD REBAR. FOUNDATION & SLAB S%NALE - • SHALL BE PLACED MONOLITHICALLY 4 11[ 1 1.70 CU. YDS. OF 3'-0" DIA. 3'-0" DIA. I CONCRETE REQ'D PER CAISSON �I y- 0.59 CU. YDS. OF ' '(, '^r`� ELEVATION CONCRETE REQ'D FOR SLAB LINK Engineering, L.L.C. ALL STEEL BELOW GRADE, INCLUDING EXPOSED ANCHOR BOLTS, 133 South David Lave.11roMy Tws.n s»az Mona(1155)530-$001.m.dd.rpraom SHALL BE COATED WITH CARBOLINE BITUMASTIC 50 COAL TAR OR EQUAL AFTER INSTALLATION AND PRIOR TO LANDSCAPING. Project Number: Drawing Number: 21-0349R B1071351R SHT. OF DATE: BY: 1 4 4/7/22 GHK INSTALLATION ADDRESS: OVER - 10'-7" C/C - TURr / .- SHEETZ INT. OF STATE ROAD 29 AND ,_ a I ,.__I-, A i_ _3_, I l :. � ,,_I I , I -,-_ T i AIRPORT ROAD I i t I i I l t d I d t u u l l u a M `� _ ti l I t a l I �' I it CHARLOTTESVILLE, VA 22911 I t I l o X d P 9 A l i d j�A�j,-_/>\' ,3 a __ i 1 t a�i.�A/,/, A/ ��//A-yA - //j;/l>-,•/ice/',-j�1 r,/ice//.://>:s /v�j- - \//A�%A�%A��A�/ a r. •••a•I. ♦ i• •• d %AAj/VA%/VA%A jAA%/AAA �e•_ i'�C/AAj/AA/�� _ \/�//\//\! • • • • 4 `r v , �y \ \ • 4. • •''�\j\j\j\j '\ \ \ -°/ a. -- \ /I CCLIENT: \�/j�/jam a. • • ' •• ' • .',//� \\\//\//�//�\//�j� i//�//\//�//�//\ ' ' . //\/>„'� i�\// '° ° � %%/j/x' r \//\\%\\\\//\\\/\\\/\\\/\\\�\\\/\\\/\\\/\\\/\\\/\\\/\\ • d I �� CONDUIT ' . P LDlair ¢ : %/i../. ,./i,./i,!i.!ii.�//i,�!i�!i��!i��/i��/ice s. .. SEE REBAR °. 2.67 CU. YDS. OF . 1 . .,...., , � ARS © ,. SCHEDULE �` ° ± CONC. REQ'D I- [4'-0"--I 0 C.4 BEACH WAY 1-�4'-0" -I I- 6'-0" -I } PER FOOTING IMAGE ELEMENTS 5107 KISSELL AVENUE 10'-7" -I 0.52 CU. YDS. OF ALTOONA, PA 18801 CONCRETE REQ'D PHONE (814) 949-8287 ELEVATION SIDE VIEW FOR SLAB FAX (814) 949-8293 OPTIONAL SPREAD FOUNDATION %E' DATE DESCRIPTION 0 —/—/— ALL STEEL BELOW GRADE, INCLUDING EXPOSED ANCHOR BOLTS, REBAR SCHEDULE DO NOT WELD REBAR ® -/-/— SHALL BE COATED WITH CARBOLINE BITUMASTIC 50 COAL TAR SPREAD FOUNDATION FOUNDATION & SLAB OR EQUAL AFTER INSTALLATION AND PRIOR TO LANDSCAPING. PLACEMENT SIZE SPACING QUANTITY ® -/-/ SHALL BE PLACED MONOLITHICALLY N dings ad ame Mooted m No truYy a,anted*edllcly 1r U,. Use of LONG BOTTOM STEEL #4 12" 4 n: spa, Z h� LLG ehd to prof my f y,s t the rota.cam+t of t without En LLG LONG TOP STEEL #4 12" 4 °e'°'e1 er m,°�th'`"�-be:I nor°d Ma obof the or,r,Y a�Aoioom of hteMchd pryrty and Mal not be tolerated BOTTOM CROSS STEEL #4 16" 5 SEAL & SIGNATURE: PARTICULAR CARE SHALL BE TOP CROSS STEEL #4 16" 5 TAKEN TO PROVIDE SUFFICIENT PREHEAT OF THE THICKER ELEMENT FOR THE SOUNDNESS OF THE WELD. OTHERWISE, USE 1"DIA.x36" LONG 5/16" MIN. WELD. ANCHOR BOLT — — — — — — 8„x8„x 1/4„ -- 1'-7" 19"x19"x1" N IIII u� I i STEEL TUBE ,, 1'-3" f STEEL PLATE -• ui 1" HEAVY I . t 1 1/4" DIA. `° HEX NUT I I i 1/4„ TYP. 4?���A TH 0 , O O�HOLE } I I I f O /P 0 19"x19"x1" C2 - _ �^ STEEL BASE PLATE 0 IMAD N. KASHIF v 8„x8„x1/4„ ^�_ _ _� Lic. No. 39173 STEEL TUBE I �� J� a J HIGH STRENGTH, o as a NON-SHRINK w� i� r� • I 1" L-- -- — --4-- —a --`d — c— —aJ GROUT �. G�C� >D _1 _1 �TYP. M `�' �� 01/4" V ANCHOR BOLT PROJECTION DETAIL S �NA1-E�411ly�.. 1"DIA.x36" LONG ! ANCHOR BOLT N 1" HEAVY HEX NUT L ' O O FNG/NE,4/NG HARDENED WASHER i:� 1" HEAVY HEX LINK Engineering, L.L.C. BASE PLATE DETAIL n� NUT tu South 'Lime•539-4001•�Immense 371322 ANCHOR BOLT DETAIL Project Number. Drawing Number. ALL-THREADED RODS A-36 21-0349R B1071351R ARE ACCEPTABLE REPLACEMENT SHT. OF DATE: BY: 2 4 4/7/22 GHK INSTALLATION ADDRESS: SHEETZ INT. OF STATE ROAD 29 AND AIRPORT ROAD 6500K SLOANLED CHARLOTTESVILLE, VA 22911 SIGNBOX II LED WITH SLOADLED BRACKETS CLIENT: & CLAMPS, TYP. __„___ ,, _„__ _, blair �� SLOADLED 12VDC 60W •••••G IMAGE ELEMENTS �---aC�--�i - II #701507-60C2 _-L■�__.1..: -I14; ' l r ! ' 1 11,1_ .—i POWER SUPPLY, TYP. 5107 ALT KI SE A AVENUE 88o E I I -Mima 1 arm i I FLEXIBLE CONDUIT, PHONE FAX (814) 949-829397 _ DATE% DESCRIPTION ��M • ,_,_r_ _r�r�•�r�r�r_ _ _r�r�r�r�r ,,r• : •': • I�,_ _ 1 I( vim 1 1 ! 1 1 1 1 ' 1 ' 1 L -/-/- 1��L I� P1'!!!icia�iiia;�:�a:�ii�ii i;iiir� ' 1 LEX LIQUID TITE ® —/_/_ .= r= =r: : FLEXIBLE CONDUIT, 1 I� ' Al a.rya o a,e,s tuts property pert y a, ,eta r of he r r --�•��. TYP. not.d d.P ma Q.m..d.p p m u+c the h*a.d c per.a —� I pere..a.rw or a mr ww•r .r of W E,ta,a,a a Lmt.th d,ol m aof y .pes,d,�u,e.ms,a��t ux ,a u_c S" -� _�I orao■r.0/a,r at or.nra chO owtyra rtnh, not b m.wn l pe s -,ter r r r r r�r r•tr�r�r�r�r�, . •r, 1 owr,t a rlotthr of htdactud pryrty rrd rM not M tdrabd I��IA I 'lil•1i1iii:ai;laili;I• i;1:U:•1i111i1�1:011 11—_ _ r II SEAL A: SIGNATURE: Jisi; ;r i r 1 j,i 1 i 1i11 j I i,iiili;il.li;il. _ ■Mug - NI , _. ,=r =r= • JJT 4 II 20 AMP DISCONNECT - - m_Jm 1 •_-`II I SWITCH WITH WEATHERPROOF � I I I � -•Il I I 1 II II I it -� GANG LEVER COVER ►—� I ii 1( __1 11 II II 1 I �1 11 11 If II II [ II II II 1=1= rImo Ems I( It ICI II 11 II II II II 111111111111.111. .�•1111111M MN IIMI MIMI II 1 —M III IIIIIIIIIII NM MINI II NE1MIM1 II 11 11 !f II 11 II II I I 1 I C I IL II J1 JI Il II If 1 I JI I 1111111111 m•�I II II II II U ll II 1_ ll It it II I I ELECTRICAL REQUIREMENTS: arc NTH (3,,(, II it 11 II [ I�1 I LEDs: (115) 6500K WHITE SLOANLED DOUBLE-SIDED II NMI I 11 �l II 11 I 11 II II �� 4P — SIGNBOX II LED #701946-6WD201 © O.8A. EA. S Q w ��l II 1( � � II II II II IL_JI I I I , 1 i �� I I II II I( II I����I DRIVER: (5) SLOANLED 12VCD 60W 0 IMAD N. KASHIF v _ w.i ���� 701507-60C2 © O.SA EA. U�NM �Tlm II•NM � M ��•1 # 11111111I111U111 II II I_1�1 ICI I MIME II it II 1IIIN■IMNiI TOTAL LOAD: 4A © 120VAC Lic. No. 39173 MN MIL II I MENNE. I I I I II II II 11 MIN I .0 =M M1 I� �� I 11 II II II 'I II II II II I MI CIRCUITS: (1) 20 AMP REQUIRED I II IT- Il II 1 JI 1l �0 44/ IIIII _1 _I L� ( I UL 1 _ILL II II II II II I l V I I '�� \� TO PRIMARY GROUNDING & WIRING SHALL x SS/O N A k- BE IN ACCORDANCE WITH UL 4 1I21 • ELECTRICAL ELEVATION i AND NEC GUIDLINES AS OUTLINED IN ARTICLE 600 THIS SIGN IS INTENDED TO BE INSTALLED IN E EE�""�_. ACCORDANCE REQUIREMENTS ARTICLE 00OF THE NATIONAL ELECTRICAL CODE AND/OR 6 LINK Engineering, L.L.C. OTHER APPLICABLE LOCAL CODES. THIS INCLUDES ,S South 1We Lone•KbM4,Tvrrsr•37122 PROPER GROUNDING AND BONDING OF THE SIGN. Phnnr Om)539-400'•rrrlhMrpn.wm Project Number. Drawing Number. 21-0349R B1071351R SHT. OF DATE: BY: 3 4 4/7/22 GHK INSTALLATION ADDRESS: PROJECT: 21-0349R OWNER SHttIL BOTTOM STEEL AREA REO'DFERFTOFWIDTH 0.155 General Notes: SHEETZ Apri 7.2022 INT OF STATE RD.29 AND AIRPORT RD TOP STEEL AREA RECTO FER Fr OF NADTH 0.056 PAWING: B1071351R CHARLOTTESVILLE VA 22911 1. Design is based on a 115 mph, 3 second gust INT. OF STATE ROAD 29 AND WIND LOAD 18.09 PSF LONG BOTTOM STEEL REBAR SIZE 4.000 ` wind design per VCC 2015/IBC 2015. Category II, AIRPORT ROAD WIND SPEED 115 MPH CLIENT BLAIR SONCOMPA NY WEGHT PER FT 0.666 Exposure C. CHARLOTTESVILLE, VA 22911 a COLUMNS 2 'VCC2015/IBC 2015 5107KISSELL AVENUE SPACrJG 12 000 ' in 2. Spread foundation is based on a presumptive safe DESIGN R TCC ALTOONA.PA AREA FER BAR 0200 n� BOTTOM STEEL AREA REO'D FEt FT OF WIDTH 0.155 vertical soil bearing pressure minimum of 2000 psf. AREA PER FT 0200 ` Caisson foundation is based on a presumptive safe SHAPE ' CENTROID TOTAL BASE ADJUSTED EST NO.REDD lateral soil bearing pressure minimum of 150 psf CLIENT: ITEM ' HEGHT ' WIDTH ' FACTOR HEIGHT AREA ' FORCE MOMENT MOMENT CENTROID MOMENT NUMBER RE]D 4�000 ` _ _ ___ = = ___ ___ = = ,-- = = LENGTH 5soo ftper foot of depth. Isolated lateral bearing footings ACM CAP 0.583 13.250 1000 0.321 7729 0140 0045 W.EGM 146866 subject to short-term lateral loads and not SON 7 208 12 583 1 000 3.965 90.705 1.781 7.558 EDGE 6.000 ` adversely affected by a 1/2" motion at grade are blair COLUMN 4.958 12583 1000 2.727 62.392 2.909 19.465 18.590 6.390 20.445 LONG TOP STE . REBARSIZE 40W permitted to be designed using twice the tabulated SLBGRA DE 0.406 0.203 0.000 2.909 21.627 WEIGHT PER FT 0.668 value of the corresponding soil class. OAH 12.750 SPACNG 12030 HI AREA PER BAR ozoo ,n 3. A soil report was not provided. Foundation analysis IMAGE ELEMENTS COLUMN CALCULATIONS (CODES P=RPEO--OTHERT=TUBE) TOP STEEL AREA REO'D PER FT OF NAOTH 0.056 assumes Soil Classification 4. Allowable bearing 5107 EISSELL AVENUE DESIGN OBLIQUE AVAILABLE COMM OBLICUE AREA r Fr 0200 pressure should be verified prior to placement of ALTOONA, PA 18801 COLUMN 1 COLUMN ' COLUMN' tot 'MODULUS' LOAD FLEXURAL CENTER LOAD EST No.RE3'D 4.oao concrete. In the event that the stated requirements PHONE (814) 949-8287 NUF.eERFRBCID 4000 are not met and conditions appear deleterious, FAX (814) 949-8293 REvI WIDTH DEATH WALL COLUMN COLUMN MiDMBNT STRENGTH DISTANCE FACTOR UNITY PP -- _-_ __ _ _ _ _ _ _ _. -___ __ LENGTH 5.500 ft cease and secure excavation and immediately T ACM CAP 5.000 8000 0233 707 17.67 0.001 44.14 10583 1.476 0.000 WEIGHT 14.696 contact BLAIR SIGN COMPANY. EC 6 T SON 8.000 8000 0.233 707 1767 5.576 44.14 0.126 CROSSSTff AA 1 REBRSEE .000000 ' 4. Foundation shall not be placed at the top of, or �� DATE DESCRIPTION T COLUMN 8000 8000 0.233 707 17.67 14361 4414 0.325 WEIGHT PER FT 0.668 on the side of a slope exceeding 3:1, or adjacent T SUBGRACE 8.000 8000 0.233 70.7 17.67 15.956 4414 0.361 SPA CNG 16.000 in to a fill slope unless re-evaluated by a competent m -/-/- LENGTH 3.500 ft Professional Engineer. Do not place foundation in BOLT CALCULATIONS EST NO.REOD 4.500 ® -�-�- ••---••-• OBLIQUE NUABER REOD 5.000 fill. BOLT BOLTS/ TENSION/ BOLT ALLOW ' ALLOWABLE ®GE 4.000 in 5. Concrete shall be mixed to attain a minimum 28 ® -i-/- rrET1 MOMENT SPACING RATE BOLT DAM STRESS TENSION NEGR1 23.380 day compressive strength of 3000 psi. N,,er,„d pion,Matted on a,„E„spxifecity fa B. --__ ___ _-_ -o = ___ -- _-= TOTAL WEGHT 52.772 6. Steel reinforcing bars shall conform to ASTM A615, noted Psalm and m the sae rwer1y of LINK BroY+er'ns LLC Use d them d si,7u er acne fan my purpose other than B.Winded rgpllco8an BASER.. 21 627 15000 4000 6.382 1 000 19100 15.001 Grade 60 with deformations in accordance with dd be prM6Red d6ne the mitten consent of WC Tnelvar y LLC. FOUNDATION MOTH 4.000 ft o dorm of any of the Ma trAalt•s*WoodNWS reheat sword oft e FOUNDATIONLENGTH6aao ft A305. Welding of reinforcing bars is owes,le a.'deem of lnteeecbd property and red not be tamed FIATE CALCULATIONS prohibited. SEAL & SIGNATURE: '" - -- CAISSON 7. All voids between column base plate and foundation MOMENT 15.956 FT-K2 surface shall be completely filled with ITEM TENSION/ h10h1ENT MOMBST PLATE RATE RATE MNIMUM FORCE 2.147 KP high-strength, non-shrink grout. BOLT ARM IRATE WIDTH DEPTH TICK THOC. REFERENCE IBC 1807.3.2 8 TABLE 1806.2 8. Anchor bolts shall meet ASTM F1554 Grade 36. BASER. 6.382 5 250 33.508 10906 19 COO 1 000 0.826 ASSUIE SOIL CLASS 44 SW,SR SM.SO.G618GC Exposed surfaces shall be galvanized or coated to LATERAL BEA RNG PRESSURE-PSF/FT OF EEBTH 150�0 PSFiFT P ANCHOR BOLT PROJECTION ANCHOR EM3EDM3N7 ANCHOR BOLT MIN`LENGTH S1 650.0 prevent corrosion. 6.000 12697 19000 DEPTH esco FT. 9. All support members shall be free from defects. USE 36'LONG DAhEIAH 3.000 Fr Steel tube shall meet ASTM A500 Grade B with a 7433 FT minimum yield strength of 46000 psi. Steel angle, 76 Fr SPREAD FOUNDATION channel and plate shall meet ASTM A36. MOMENT AT GRADE 15.956 CALCULATEDL[YIH 6.03i FT TOTAL FORCE 2.147 kip MNPoUM THOINES WITHOUT RENFORCEYABAT 28.028 N. 10. Steel welds shall be made with E70xx low hydrogen / TOTAL OFC1GN r147 kip electrodes by persons qualified in accordance with VVEOH140111111( SLAB WIDTH 4000 • ft ACTUAL OLMAEIh. 36.000 N. AWS standards within the past two years. SLAB LENGTH '6 000 ' ft 11. All structural bolts shall conform to ASTM A325, ��e I.-1- Op cvNCREE 702 cu.vD SLAB DEPTH 3 000 ` fI andbe zinc coatedunless notedotherwise. When ` SLAB WEIGHT 10 B00 kip used with structural bolts, heavy hex nuts shall �O\ /i/ TOTAL WEIGHT 13.529 kip conform to ASTM A563, and washers shall conform OVERTURMNGMOMENT 22.396 to ASTM F436. Pretension high strength bolts using G� FACTOR OF SAFETY 1.812 ' the turn of nut method unless noted otherwise. 0 2 e=OTMWT 1.655 12. The scope of this engineer does not include onsite U IMAD N. KASHIF D U2-e 1.345 observations. i SOIL RRESSLJRE2NJTl(3'(LR-erWIDTH) 1677 13. LINK Engineering will not be responsible for the Lic. No. 39173 CONCRETE 2.667 yea 9 g P Cr EXCAVATION 2.667 yd' safety on this job site before, during or after /' MN.THICKNESS WWOREBAR 14.668 m installation of this structure. It is the responsibility 0 SORT(M1Y6.1.7'.75I(.178.12YW63TTT) of the owners, contractors and installers to ensure '�� G� ACTUAL THICKNESS 36.000 i, that the installation and erection of this structure ss� �� is performed using methods that are in full ON AV. compliance with OSHA regulations. h(lib 14. Any deviation from this design or from any part of this drawing, including the General Notes, without prior written consent from LINK Engineering voids this drawing in its entirety. 15. The structure designed on this drawing is intended - to be installed at the address shown and should not be used at any other location. lE✓c ruEEaw� LINK Engineering, L.L.C. 135 South Oahe Lane•Knmraf*Unarms 37922 Phone(965)539-4001•rerer.fWurgr.eam Project Number. Drawing Number. 21-0349R B1071351R SHT. OF DATE: BY: 4 4 4/7/22 GHK