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HomeMy WebLinkAboutARB202200042 Plan - Approved 2022-05-27SIGN TABLE Site Area Total Plan Sign Quantity Width Height Illumination _ley_Each Area 1 SHEM Building Mounted Wall Sign 3 9.21 2.11 19.47 58.42 1111a I(gooSe neck iehtS) 1 1 j 1 of .t/. �' �'f RC,tz Khds[opher Taggart, Digital Signature ili - approval is only for the Architectural Review Board. ENTANCE INSET "'� ,X "I nl one approval required before installing a sign. v�2 Y PP Q 9 9 \X 1•• 2°' o s° "° x/ 1' ning, building, and other approvals may still be " - pending for your sign permit. May 27, 2022 / NEW SWM FACNM E4Ni hl Da S55BPrsaTBu - \ \ al ^^^r��.r>•^2^'�^x DRNEM MENU BMPD� AxD ORDER PqM INIETPYTI / \ X / DBSn Pl STE�EcP £tom NFW CGNSERVATXNI ESMT / \ i9 2' /. ..� \ IDB%Si P 28S2I25 �jVA/ / %' DB 666G1 P]C4]s1) BKKVETENIIOH y_.,� ^ l _,/ - SLVI�I'I.PEp RRFp • STORM OUIFALL \ I \ PRGP RMG WLLL 1 ENCLOSURE ENCLIXiVRE �`, PROP CONC RETAINING WIl1 WIIX CONC L' IMNDDRNLPERDETMLS/Cf.2 J RgY ' Rt' \ /1 /1 OGLE SPILL CURB(WB CVRB rm, 9 / y r 13' �' ft sNEE eSGRE BBr,SF RSP5 1/6Mf4vcD'PIE/X/4L/C/cbYMEAC/4 DURBCUT = zaarw'arsm/craP/slwcree I eaxuEwewr wrrHmewEArreaAm4av 24 4. FlLTERA � I I i I CAR WASH MENU - I I SI M10TELIFA ti 2pNGRFASE _ CG65PILLNRB nY01I INIERCEPTORTANN _ _ (2)1500GALCARWA3H RECUNAATpN TANKS 1 MR ATQRAXE PAVEASIDEDI i 1 It oo I _ CARWASH "I 1.024SF I �`E '5 I _ .O .O 1 ay RUE1 Rss' CURSCUTS Rf. R9 BT I'�•l.- 1 GR WASH I 1 CIFARANCE MR r DO29%LL CYPB (1V% _ _ 1 / PPoP RR NMPUBuCMISIYEBMT 1 RSB R96' ID.flE5B1P2B52121 y I 1 � RB 1 1 r I 19 4q _ �_'N • , qI i°I - __ �'^'^ __—(I WAR SO PAR SETvvV 7MHI5O IECUE0 1 r v R60 BOTTOM OFHGN) I h Sd T OP RIB' PREP,PBrEPS WI]N MANDMIIS 55 v/Ie ' LLN® C 9EE OETML4/C4.2 - _ TMNEMID.SITpN5TO 067 TIETO FA S/W PROP AW Cfi1219 � InE IN TOOL B/W EA 5 RROU7E BEINTO Ex. ctaT EF C67 64" EX senTeuArIE STATE ROUTE 6LS ' _ � IXiUMNANl Oi3 RCHNDA I IM ^AW :_____ ADRM1G lITIXI3 BaFUMING ©1Sy]Sq 9kn%B25M PS Es I. I T 1 1 iOEL dNOPY L - 1• I t ® i t TT SY 4.B I I 'y I I 9 SB— '• I I ST ]5' 955 I I O I Z I : TALyCf2 n[� F i1110229 ,12 FIX11.1 i 1 1 I I 1 1 I I 1 ' 1 ' 1 I 1 I I 1 1 1 1 1 I 1 � I 1 XL-1. 1 i i I i PigP MONUMENT9gN J ] I I i 1 I 1 y � 1 �PPoP MGPoIE 1 1 � N9M MGHT 1 ti/• i y 1 1 1 1 1 1 � 1 1 1 1 1 1 1 (( R i LEGEND: SiANWRO/ACCESSIBLE I ©/OS PAfl6243 C0UM5 TAN wEv WB ® CGa S%u CURB ® C58)MNEIIpNCMS ® rnAPATHANDUNDING O 9MPBOILMEDN WNCRETE I I I N W z W c=i� g s g �aZ Q C J d in 8 w J Z N aLLm Q or SITE PLAN NOTES: A$ L LF] 1 ANNDXECOJMIISREDUIFED,CONPIAMRTO COJImIIUTELCCA WRHMI MAR LSCf M 11�1a � ] 5 2 RADMLCURBDIMENRONSTANENATFAGECF CUFB/FLOWIINE. DANIEL C HVER Lc NA,tU5 9 CUPB RABB ARE 5UNLESS OTHERWISE DIMENSIONED 4 VISIBIIIIY OFALL MECINNM.LL FgUMMEN]FPoRI THE ]41LL 9pA R"BARBE CORRIDORS SIMLL BE FIMINATEO I 5 WXFHf CONCRfft PAVFA1EHi ABU3CG85PILL Wli. APPROVED DCH .TRKiORMAYMENDCONCREEPAVEMENTTO CURBFACEANDa1MINIBEGURERPAN WHERE ,gUBMI$$ ON NO B S]ANDARD GURER PAN CGNNM FLDW, STANDARDSTANOA PROJECT 1903000 CGd CURBAHD GIfI1ER 9XALL BECPVSTRULIFD ALL DR.VNAGEPATTFANS5HALLR0MNA$5 WNON T H E W 0 R N O F 8HEETC50 GRADNGAND—NAGE%AN 6 0d1oUTSIDEDORNE%OFCONCRETEPAVEMENT Blau BE cXArAFETEO PER DErML 1/c4a roAvao L I N E + G R A D E Q^NLRETE WEIX'Es of BO DEGREES oR LEGS. C4.0 92 -2—oi3g3S Convenience Architecture and De M151mdrwiy,Oa. ,P.\teC35 I81113e7g o-tlum wE�N xrw..Mlt mn E PRCI NU NEW SHEETZ STORE E ALBEMARLE _rotor COUNTY • a — ---- I,aeleecGon of scale Route 29 1T T +. �'I �� � �s• - T� - �I� r 1 ! — _.. _ am Awn Road A temade County. VA ' i - I Y I4 � � Io eta w OKNER SHEETZ, INC ] y� ® 1 { �. ■ , -� ■ 57M SIXTH AVE ALTOONA PA 16602 y[[y b[p 1 I MOW I 1 I OW a a a a --- ava re I - caNsuLTANr FRONT ELEVATION rvP,cu PxTERIOR EJevangu xoTEe. PR�E9&GWL e ax�eanwme oowww.m.�..evwwo�»a...a ` ,C a ,e . ame rr.Fe�re�zw`rnw.•nmw®.. m, r* : >w \ _ _ - — ._ ., ExiERIOR EtEvnnoNloYrrohs KEYPLW a "p a (D n..oymc�.aPm..ema,nl O WIVJM•wNWUAA p — O:° ni. 77 g4 CM 0� O N 4� \ , n omoev+, YUP.cew.�cer..ao O Kiv IWtW-cwMwlZq y¢{ B O PYYELwRrtsAftxRnw•wR[WPE O mM•Rq � Z E a O�wa'° S" S E wag N l e a a a O � ,�o...I Dore a.aemew.a O��� cam.emrmwl c LEFT ELEVATION z ra75 8awrmo�,na,E. ISSUE I11 O PROJECT No MEN * Q ,murm AIJiHORW REVIEW "SET^'� =DM BV 1MC, NLo RH r D Khristopher Taggart, Digital Signature ® a.. BI. approval is only for the Architectural Review Board. ,wWf$r*ro[vtmclauxvna x amaa•p .R.. - _t_ my one approval required before installing a sign. ® EXTERIOR a°`"`'•O"r` 1 ning, building, and other approvals may still be �wo�a ELEVATIONS N - pending for your sign permit. O 1%g�tN May 27, 2022 Z tA200 WALL MOLINTED•SHEETP BUILDING SIGN ° " ,T ,a 0 � e SIGN TABLE b 4 LEGEND:site w Plan Sign Quantity Width Height Area Total Illumination 1 1 i� ©/©D/g^IeLL i Each Area 1 9TANDumaG 1 SHEER Canopy Mounted Sign 3 7.24 L67 1L09 3&27 mu'rn""ii f Opaque NI 1� �X'` 1 � � W. TRANSITION CURBbad_ 15 ^� L r F60' _ I © ADA PATHANO WIaxG ] fl5✓ 1 I CONCRETERIBLIF W WBBPLLSCURB Rw' /W Khnstopher Taggart, Digital Signature 1 ,S ]RFssl]IONBroccx This approval is only for the Architectural Review Board. 1 (+-� ENTANCE INSET ; • X only v \ \ '' LLJ p 1 I It is only one approval required before installing a sign.-- V1 1•.'dl 0 'A b bILL P90' Zoning, building, and other approvals may still be � \ fill I 16 / pending for your sign permit. May 27,2022 xEw swM FAauTr E9Mr FILTERS� 9D / (DsxBB1P2Bsn2e / /�� l \ \ �,. ryl DB.65%P)µ]61I- _ ' "�/ - � 5'LVIDSCAPEOARFA � � • SLOTAI OIIIFALL L , gi \ \ �. }I ',+'r •1 1B0n•fIR5fl.MMmI'NI•ETNjM') "/ TRASH PROP SCREENING WLL MAMaMECLUPE PROP CIXC REANINGTD��5INNCDRVLPERDETNL�) .2 N11H I e IC aRGO 1 i ' / / 1• 1 1 tiY 4F RS R9' 1 Y' Y BEEP 52ag� / / WGIrVR) RWV ucM' 44EA?RAJ NPN CgI6FRIAWN 6MTy/ � �' - � � � WYE(IYP) (oe 5551P 26.S2]2e V ' j R2s , \ D B 5559 P ]µ]5ll TT �d! A tl WE TMNSPKKI q CGG9RLL CURB(]Y91 y 1 'I/�. I 1 tii}20 ♦ 1 ••�, / �/ lb' SHEM SF STORE SEEARCFOR WILNDMWIHTS - I 4iW.a `I i F' a B Wi6F x5 FOR B9UWLOCHI4 1 � L •OS 1 1 M/LhWAY CO`P�RLW./C/CdM1ERClAC A34'5 AT100.411ND I1N:AnP6 ZCWUK,O/STMLr OUVISACWL/h£ I CURB CUT �T. �{]L S'%]A'FUE11Nu j. I• ® PflOP .—UNI MINGH `S Z fJ Cd,L'CA%L"NIWIn/i%WERTY BLYI.WARY , SPACE g Z S • 1�' 1 B5' .may�, �yy , I T O 2l• O . _i .�'MP 1 A3 G R MACXUu INES (2) PtmR f1AGPolE 1 1 p I Q E- a - / PE]ERA LM I Sx 1 `WjgM ; ai O fA H Lys -FGQ CFH _ i•y I ® �.. J W 46395F31 ANOIfllFli NJO GREASE _ l t 1 - 4 Q 1 VL`r ' Z a L!% �-l'.. INTEPLEPTORTANN eo-esvlLLWRa mn • 12115WGALCARWASH ,Q w IA RECMATON TANAS 1 V l0 I u: i a DO O $ 1 !% � � � �•r � I ^=� I W4 PROP ATGPACE PAVaiyCfWALI{ 38.5 Q 1 CM WASN O 1 /• I ® I 1 /� 415 ' TM 1 rlI' 1 WRB CUTS RA'.• R9.Si' f'lU'(«B CVRIANCEBAR E W85PILLcuser P1 — ��� V�•r Ie!'i�`+"' l 3 lP ; I' / Ls� PPOP FN MW PUBLICUnLME9M] �' / $ \ �;� T 1 rl SITE PLAN NOTES yp�I.vt" or r SB/BI• ys 1 R55' FOB. (DB5551P206— \ n _ S AIWOIIGOY.(IM)Ifi PEPU1RED c,NsAc CRT0 Car X� BM 4 I 1 1 1 ' ••• / E CWPOMATE LOCATION WnH RRE MARSNAL90FFCE 11 q Ri RRM VMT �1� / , •b; nEIN l0IXW1 2 RADMFLOWLNE�DNSTAXENATFALEOF 0<ry El Cs6 R > FUELTANX " ^^ 26 n .p 'PRJP UNDEPGFOUMD 1 q/I S WRBMDII ARE 6'UXLE9.90MERWISEpMEN510Nm 0 v&BIIITIOF ALLMECNWIGLEQUIPMENTFWMTHE —IELCGiEDIJRNRr ya 19)PROP WATER - - .•N! ,a e, NN ENTRANCE CORRIDORSSHALLBE ElIM11UTED ]W --_-_--le✓,^ ; -- --- -� -- MflER3 1 Aq ly9 N 1 : EX RILNr CF WAY 5 WHERE CONCRETE PAVEMENT ABUTS CG6 SPILL CURB, m •10 A bl�l'T' pRECTKKI SIGN { 'v v �v� R _ _ I s I CCNTRACTORMAY6MENDWNCRETEPAVEMENTTO APPROVED DON (ENSURETMIN TO 1 pjp • F .. - - — �� - --- i CURB FACEAND EUMINATE GUTTER PAN WHERE B= aM91GH) _ _ _ / vACUu,PAD— l SUBM15510. 9 PAN SIEPI xAND" STANDARD GUTTER PAN CONVEYS RDW STANDARD WGSPTO 7 _ _ SEE ClTAILa CA2 - y/N`/r"+�„5, 'Nssroz se wrTu f I Cad cunO AND GUTTER sxAI1 BE WN6TRucTEn ALL PROJECT 1903600 - TMHSI1pH41DCG-I -„� + -. PAP AM PEDUTRIW ,ACCESS RAMP DRAINAGE PATTERNS SI U. RQAMN AS SKANN ON TIETOIXS/W EY 5'P(.BLIL SKFWHF TROVIVE ENOR i9J_9:)Sf - PROP VCO]LG12B� nEIN T0IX8/Vl PROVIDE INNORNL9 PERDETK 6/G2 _ 6XEEr C5.0-GMpNG AND CPAIHAGE PUII THE W 0 H N G F FX L... EX 5'BMELAAf epd<J 09- _ _ _ - 6 ALL OUTSIDE CORNERS OF CONCRETE PAVEMENT LINE h G R A D E n6wroIX wT STATc ROUTE 6L9 (AIRPORT ROJ I sNULeEDNAMFEPm PER DEruL ycA.sroAvroo CIXICRETE WEWE9 CFBD DEGREES DR Lf99. 9600 AOT SITE PLAN Cj4,0 1 1•. A' D bl AD %20U-013955 SIDE D STORE SIDE ELEVATION 11 A T. Ire 4vr.W.e', $„ _� --- SIDE B STREET SIDE ELEVATION acAtn Nu• +'ro' SIDE C RIGIT SIDE ELEVATION OC4Ll: J/li '1=0' .W+O Ppl411Ip lM+RIIX'JIYN� �.$ Convenience Architecture and Design P C Js+sD.0 w.1 curomm P.+Ea2s Wcn. 1011120080U .mW +cdumDu®s+rea+t cwn xeDtrce wmr.D..3 nm PROJECTN E NEW SHEETZ STORE ABLEMARLE COUNTY trd, of State Route 29 said A rpon Road Abii mach County mrginla ..EP SHEER, INC 57M SIXTH AVE ALTOONA, PA 185M CON511LTW CWLJJHIN ELEVATION acAWF if I --e' ----- _____ _ - PaoPEssiorvu caa T-J Va' roim�wPoi NEYP+AN CANOPY MOUNTED SNEETZ SIGN DETAIL /-Wl16N YIJOaaWOaL R" Mur Rla •:�: `� �arvrw NYR IOCRfIP! aY-.a' Y sT-IL' YM IDGiT.i1< cw. PLAN VIEW FOR LOGO LOCATIONS aMe SIDE A LEFT SIDE ELEVATION BcML Lli , r-r aiw f'P ua S erRro ais+ 0 E L `AUTO DIESEL' SIGN ELEVATION AND DETAIL 9 v I I EYiT..TI. +�LLIM1+.W W1 I VRO aa�l 4 sur um.w�n ufra.a ru a+r+.wa«n rR+m aaP vP:wa..cm..w J ..«w.irW .ia•.. SPLIT FLAG SIGN ELEVATION AND DETAIL V Khdstopher Taggart, Digital Signature pproval is only for the Architectural Review Board. my one approval required before installing a sign. ning, building, and other approvals may still be pending for your sign permit. May 27, 2022 � NfrW �lwl W.M YL ww+CYY.�f YPIJ L i ,r. , P.sR aso.0 .cn cauax w STONE CN DASE DETAIL a�At.+,. M, OLUMe a f GAS AWNING DETAILS AWNING SIGN TABLE I % 7 I I LEGEND: Site III I V„ ST.WDARD/ACCfS51&E 0 Area Total I 1 �€ ©/� vNIXIxG WBxTs s Plan Sign Quantity Width Height Illumination \ Id I I �, Ir i srArvalm cGa Q KeyEach Area 1 '') - I , ah B Wa snu cum W Internal w/opaque -L 1 1 Ir.+ �� I ®CGa TRAXWR°N wRe s 1 CAR WASH Bid Mounted Wall Sin 1 9.08 3.00 27.25 27.25 � " 1b0_ F➢A PATX ANp LANDING g g backround �L — — 1 CgICREIE W I � .\1WA Res' �/ • � ; I ,^ � 1] 1 A3 V > �� 1 I cGBsvAlcure PRO. 1 / / ,� of lt./ria� Khnstopher Taggart, Digital Signature CE IN ., wP " l x5a approval is only for the Architectural Review Board. ENTANSET X my one approval required before installing a sign. P°0 �/ —Uj 2 r• m' o m 40 / I ' —�— , ning, building, and other approvals may still be 7 pending for your sign permit. _ May 27, 2022 • / 034 NEW BWM FACIIf1Y EBMT aDIVEYMT' W W \ (DB5531P]G6]]]Y /M, L1 nLTERB 1D' / +•i[ 5i D.S. S559P7 751)_ _•/_ SIANWfIP' EDAfE/, STORMOMhU. A ', " DRIVE THRIIC/BAR / 'TRH � PROP SCREENING WALL ��. 5' d CFf'/ETIMI MENU BOARD ENCLWURE PRO WNC RETAINING WALL WIIII IY A^\ \ \ ' BTgiM W1ET(IY% ANDORCER PoIM g. INNODPNL PER DEINL5/GS RgB • / 1 PROP UGW I r x S \ NEW CONSDNATKKI EMIT �� iR'b' / •� - • I �. FCLEMPI 1 1 , $•kE ID.8.5551P 255-172 5 y. Rm pB 565P P744761 / VVINYY I I I / Wa mNlsmpn WasPlucuaa mR) b I I 1 k mm \/ CURB m~ : ► PI _ W 1] 11 I i I 23 % A AS, by R M`E STORE SEARCH DRAWINGS 1 IRNI• \ 1 i i IV 60779F 1S MRBOLWiDLMH15 1'__-. L •48 R3p5.• ANORUUNG ILGIknONS I I 11 I W Z /AGNWAYCCM 55UTAICI CP•M IR I - - ZPVMGO/5]RK]O/✓l5/pJ[/AE CURB CUi I (1 q%IB'NFLNG �• ® MpP MONUMENTSWN = Z <% CQVC<A%ENT WiiHRXiEFry BgIAGRv I' 1 v SPACE m'P) I T 1 I 5,\\J I � S Z • u• � � m' c� �{aI ® � rA ' i i � a BMrEMfr -T'NPl 1 O Nfl MALHIN.((I Pao FIAG ; 1 O W j (l kFlL CMA WASN MaIU IHTFRCEMORTANN O O P hMPo� I , UUUV tJ,J / .N m00 GREASE - 1- FlIFIGNOPY. - 1• l 1 43 �, I 1 y1y4� J W A.53BSF 4 1M4V'i%3 A Z a V% 064SP1LL WRamP) T I -- �' - O W s r i / RIMUMI 13ON TA wA3H OO- .ILIa T 1 4 1 I 1L w I I -{lf•+♦I_ RECUMATgH TANN3 I) I @ O �/ II 1 d m ._J _ I� L Wa F a.. PROP AraMC£PAVERSIDEWIAM 1 •��� I 41 1 9 I � 383 - 3B' 18 � '. I W� , Q WWASH _ 1 .2 .O. VJN . /I 1 � 1 i / T RX 1 cwwARN I , t CLEARANCE � , W68MLL WPB IM1PI ��� vv�a 1 _ � I 1 — —— PROP P" NEW vuauc"UW ESMT :v�'tj 1 / J i I SITE PLAN NOTES: �e ytx OR Pry wlim I t R55' RM (O&MSIPm617D ai► r 1 1 \ •• d i ] 1 [CCHALCUTELAOCEIM UW TAKEN FACEOF G'FlCE ay'p 14l 4 1 p P3' ��RR' fla G pdrvlfLC X�i 2 1 PROP VDOTM6 1 FUFL TANK �.•f.l 3 CUR%`COWUNE, HMONS TAKEN Ai FIGEOF `5 m m ]b SB ] 'A m 30 S FY6T X0 R30 % VEH7 4 3 CUMMDII1AREFUNLf540THE MENMENSK W H --IdLOGTm AIiIPpVi "3n0' I __ 4p' METERS wATfA _ - - - y/ _ ._ _- seµJn _ - -METERS 1 BU NO U f IJ. Ex RlG`/]:f wn" j wi WHERECONWCRL7FM dENTBABu14MIC0.85ALL WlB1 /qI VACUUM PA 4 E (!k\ A LL pRECTIONMN - v v i��� _ - S WNTMCTpR MAY IXIfXD WNCRETE PAVEMEXi To APPROVED IX1 IEHSVRETMIX iD i • - 1 R50' - _ �a� CURSFACEANOEUMIWn GUVfRPAN WHERE BDIIDM OFMGNI �"' • —1 — - - - a - SUBMISSION NO 9 0.Ra v papP glEpg \Ynry HAHpMIIg - STANCMOGUTTFR PAX CONVEYS FlAW 4TAHMW CGa SPILL cum SEE CETNL6/U3 �_ WaCURSAXDGU]IERSHAU.WCONSTRUCTED Nl TPANG(RONSTOM7 - -- -- - PROJECT 1909a00 - plpp AW PFOFGlR4N KCE99 PAMP -- pR/JNAGf PATEtM991NLL REMAIN AS SHOWN TOIXSICEW -K BC]K•"'MU' A'uW'M M/]•• SHEET W.O,GRWXNGANDORMNAGEPUN T H E W 0 R H O F —RETOM Vl J ex 5 Fl ,c S/QfWALx MpWpEXµpwIIB PER pErALS/U] N J935949501 qWF VWT WI3B TEINIOFS S/W E 140YU 09 8 ALL WINDECOMIF%Ci CONCRETE PAVEMENT LINE h GRADE I MEINTOFX C 7 ex cc-, ex 5 ONE STATE ROUTE 649 (AIRPORT AID) --- — — -- -� E 5 B SHALL BECINMfFRED PER DETAIL I/C4JTOAWND j3' SITE PLAN 1 t-m..o CCNLRETEN£C6ESOF90 CEGRF15 pV16R. C4.0 8?A22 — o 13A (0 5 FRONT ELEvATION SCALE: 1/4*M'-B' m CARWASH WARIQN $ WALL SIGN REAR ELEVATION SCALE 1/4'M'-6' Kenmepne, TeMat Di9ial seneane ., ooroveiisoniya<ueac vt,vdiRdvvs em. nN I_ m.dlmquireae .as ang,euilEl% and deer.pmalsmay sill de Percinem "'i.ien ammit. Mey2T.2o22 El CARWASH INSTRUCTIONS WALL &GN LED OPEWC4,08ED WALL &GN ±.n dsl RIGHT ELEVATION (ENTRANCE) B18DING WALL ,SIGN �r 1.ci. ii niin w•wra LEPT ELEVATION (EXT) SCALE 1/4'I'-®' CARWASH DISCLAMER WALL &GN m CARWASH EXT ONLY WALL &GN nrr i a wo of Convenience Architecture and Design P C 351 SM[¢ Wry Oleyeama PA ladoe atone 1e14123MO13 mmY IctlumEuQ[nee¢mm xPoph xwv, [nee¢cam NEW SHEETZ STORE ABLEMARLE COUNTY Int of State Route 29 and Airyon Road At,lemade County Virginia ONMEP SHEETZ. INC 5700 SIXTH AVE ALTOONA, PA 16002 MNS TMR I PROFEG3O0 L I xEVPUN CARWASH ELEVATIONS ELEVATIONS SIGN TABLE Site i5 LEGEND: Area Total \ I / �' O/O sTAxDAwTAccEsvetE W L' Plan Sign quantity width Height Illumination \ I 1 I / I _ PARwNG mUNR z Each Area 1 1 STANDARD CGa - KeySz' 163U c 1'> I B 4G89PILL CUFO internal wl opaque \ _ 1 Monument Sign - Seminole Trail 1 8.08 2.00 16.17 16.17 bactround \', Is I �' I®waTAxsnpN M1 z 2 Fuel Price Sin rice lines 1 8.08 4.71 38.06 38.06 Internal \ ] -'� \�._I,� 1L —R3p— T — 1 ®ADA PATM AND uxolNG Q _ I�1 I I� BMP mIL MFDN ✓ _ 1� 1 �. .. •. \ / 1 la' I I CONCRETE • T y / 6. 1 L \ M•0 1 T / CG83%LLCURS RV ♦w I �yRFC Khristopher Taggart, Digital Signature 1 " ,g I TM^NsnroNsroco-] ENTANCE INSET wr X I'IIi approval is only for the Architectural Review Board. 2 1•• zD a a 60 •/" I ' _t_ "I �, my one approval required before installing a sign. \ �: 1 jp0 _—jr I LU 1 ning, building, and other approvals may still be / \ / pending for your sign permit. q - /RGIN�' May 27, 2022 NEW SWM FMAll1Y E3MT _ FILTER ION \ ryl D.BB SUN '1� ' -/_ - 5 WIDRAPa]ARFA ARM OU]FNL • I 1 til / 1 o� S��E ZWs�•gaYBTMRU CIFAMNCE 4YV / / tIU311 PROP SCRERaw WALL �� O n.+rYM. 5l°• ORNEMRU MaIUOMRD ,ENCLOSURE 1 PROP CCNC RETAINING WAll WI1X I I~ n 1 I ANOOROFA PoIM q. q \ 310/M.WS, MF1 / 5' 1NNODPNLPER OfiNLS/(A] R%' • � f 1 1 `yY STEEP S.b£ \ ID 0.5551P36SI]'lbx RID! / /'•� CBS ) A25. PROP UGHT �I RS IM I AREA (fp) NEW O3NBa1YAMIN 6NT / �\ PolE(MI 1 I p 7 C" CTruNsmon _ RW I 1 p 3 3@@ \ OB 5559P]pi'sL' I / C089PILLCYRB (IYP1 W n �• -- 1; Q~ 3 11 AN* ,v fly' • SHEERSTORE 16. SEEARCH IXMWINU.9 T • el I A, N I i I N 6,0]]BE 15 MR WAND LIGHTS _ i' •y " 1 1 1 R34b .ROD RULING LCGTIONS i I 1 1 I tU A NI6NWLY CpI1ERC/pVCI COY.£FL/dG I 1 K ZVrW/7N TRK)OrySKWGNf CURB CUT , �{ C%18 GERMS11N0 1 i• ® 1 I W d' CPVC((/r11iFNT WI]N %XVEFTY Bg14NFY � I 9!°ACEjMI I PROP MOXUMENTBIGN = Z / I ® O z fur Il' 13 I I I F 1 a- ' W' �'. 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OF 'Khristopher Taggart, Digital Signature 351 Sheetz Way, Claysburg, PA 16625 his approval is only for the Architectural Review Board. t is only one approval required before installing a sign. phone (814) 239-6013 Zoning, building, and other approvals may still be email tcolumbu@sheetz.com pending for your sign permit. web site www.sheetz.com ' May 27, 2022 PROJECT NAME: NEW SHEETZ STORE A B L E M A R L E DARK BRONZE AGM CAP DARK BRONZE CAP COUNTY ®� 4" =� Int. of State Route 29 and Airport Road Ablemarle County I SIGN PANELS ARE INTERNALLY ILLUMINAT Dom= Virginia 01 8° X 8" STEEL TUBE OWNER: SHEETZ, INC. >•�i■�i ice■ _�_ .� BRICK VENEER TO MATCH STORE SIGN AND SUPPORT STRUCTURE AREA 5700 SIXTH AVE. ALTOONA, PA 16602 BRICK VENEER TO MATCH STORE CONSULTANT 12 -1 SEE SIGN FOUNDATION CALCS FOR FOOTING AND REINFORCEMENT SIZE MONUMENT SIGN FRONT ELEVATION MONUMENT SIGN SIDE ELEVATION SCALE: 12 =1 -0 SIGN AND SUPPORT STRUCTURE AREA: 111.15 SQ. FT. SCALE: 1/2' 1'-0" PROFESSIONAL KEYPLAN ACM CAP l 12'-1" 8" X 8" X3/8" STEEL TUBE COLUMNS, SEE STRUCTURAL DRAWINGS (TYP. OF TWO) SIGN CABINET METAL STUDS, SIZE f GA. AS NEEDED tu I BRICK VENEER, TIE BACK TO METAL STUDS _ CD - (V m N Z fn U r 5 � � Q 01 SIGN AREA = 21 1 SQ.FT. 1 OPAQUE RED (3630-83) BACKGROUND 8 -I" L X 2"-4 4'H X 30°D SIGN CABINET BELOW BRICK AP_/ PLAN VIEW OPAQUE BACKGROUND ZO SCALE: 1/2"=1'-0" WHITE TRANSLUCENT COPY DECORATED d PER COMMODITY PANEL 6 -10" WIDE X 2'-2" HEIGHT X 30" DEEP 6'-19" INTERIOR ILLUMINATION U EXTRUDED ALUMINUM SIGN CABINET W/ 24VDC LED BACKLIGHTING UJ REMOVABLE RETAINER FOR SIGN ELECTRICAL REQUIREMENTS 0 ACCESS SWITCHED SIGN CIRCUIT: 120VAC 50/60 HZ, 2 AMPS NON -SWITCHED CONTROL CABINET CIRCUIT uJ 120 VAC 50/60 HZ, 2 AMP Q 0 cv • 14" CHANGEABLE NUMERALS m 2,2A 2 • TRANSLUCENT WHITE COPY 65 L2 OPAQUE GREEN (3630-26) BACKGROUND N ISSUE: 05-13-22 14" CHANGEABLE NUMERALS SIGN AREA = 14.50 BQ.FT. CABINET PAINTED "'SHEETZ RED" PROJECT NO: AUTHOR BY: NMI TRANSLUCENT WHITE COPY OPAQUE RED (3630-83) BACKGROUND REVIEW BY: m -3o SHEET TITLE m v SIGN CABINET DETAILS SCALE: 1/2' 1'-0" SIGN AREA = 44.41 SQ. FT. MONUMENT SIGN DETAILS m a m SIGNN N -2 1 /2" CABINET DESIGP' BY OTHERS SHEER INT. OF STATE RD. 29 & AIRPORT RD CHARLOTTESVILLE, VA w I w Dobiair 0 M 0 — IMAGE ELEMENTS En En T 2:5ALT .L AVENUE � ALT X OONAONA. PA 18801 PHONE (814) 949-8287 FAX (814) 949-8299 O n DATE DESCRIPNDN C' I FRONT LEFT & LEFT ELEVATION - NON ILLUMINATED SIGN SIDE VIEW - - - M W" r /e.IMrd.1 n tli easel m va1a1 b tln iMa1 wa r w W w �,ey.ry M uK dlrM LLt Un A tlr � b ny atlas tlr tln hbtltl q.\ LLn 1~brbn a ro w�m.�.rin ner aelK wnn�IOU e. er, ■..eeu. a etleser l�w.b r ra r b eolavb6 2"x2"x3/16" MOUNTING LOCATION SEAL a SIGNATURE: ALUMINUM ANGLE, TYP.3'-0" a'-o' � 1 1 �(6 REQ') WALL CONSTRUCTION DEPICTED IS AS REPORTED BY CLIENT. SHOULD FIELD CONDITIONS VARY FROM WHAT IS SHOWN, CONTRACTOR SHALL CONTACT BLAIR COMPANIES FOR DIRECTION. I II L� - - 2"x2"x3/16" ALUMINUM ANGLE, TYP. STONE PLYWOOD - _SHEATHING MOUNTING DETAIL O FRAMED WALL 0p G/ �o��EpLTH co IMAD N. KASHIF v Lic. No. 39173 o� I 2x4 WOOD BLOCKING; ATTACH TO STUDS S/ONAI.E�G\��� h ® EACH END W/ (2) 1/4" FASTENERS II i 3/6" DIA. BOLT L W/ NUT, FLAT J WASHERS LINK Engineering, L.L.C. ib gSavW�!]G-IOO1.wT. JIN"i/mn WALL STUDS projeM Number. Drowlnp Number. ® 16" O.C. 21-0349R B1071591 1 1 2 14/7/22 I GHK 9'-2 1 /2" ►-- - II I_ 1-•lTi 2"x2"0/16" ALUMINUM ANGLE, TYP. MOUNTING LOCATIONS WALL CONSTRUCTION DEPICTED IS AS REPORTED BY CLIENT. SHOULD FIELD CONDITIONS VARY FROM WHAT IS SHOWN, CONTRACTOR SHALL CONTACT BLAIR COMPANIES FOR DIRECTION. CABINET DESIGN BY OTHERS MOUNTING LOCATION (6 REQ') I I I C k I I 2"x2"x3/16' ALUMINUM ANGLE, TYP. STONE - _- SHEATHING �• � � Via' I I r2x4 WOOD BLOCKING; ATTACH TO STUDS ® EACH END W/ (2) I 1/4" FASTENERS �-3/8" DIA. BOLT W/ NUT, FLAT WASHERS WALL STUDS ® 16" O.C. SHEETZ INT. OF STATE RD. 29 & AIRPORT RD CHARLOTTEWLLE, VA blair IMAGE ELEMENTS 5107 13SSELL AVENUE ALTOONA, PA 18801 PHONE (1314) 949-8287 FAX (B14) 949-8293 047E DESCRIPTION _____________ _____________ �rEpV TH �F G/ e�o o IMAD N. KASHIF v Lic. No. 39173 PzS/ON AL OG��� L EN / EEA/N LINK Engineering, L.L.C. fb 6VM OVAL 1-"- WN-. T. SIY]3 PI-- (Os» OL i- w-bi"Yan 21-0349R I B1071592 1 1 2 14/7/22 I GHK ( SHEER INT. OF STATE RD. 29 & AIRPORT RD CHARLOTTESALLE, VA 3/8" El L s \ OF CO toa u FIELD VERIFY EXISTING CANOPY CANOPY SLOPE OVER I -BEAM BY OTHERS TURN/ NEW 3"x3"x1/4" STEEL TUBE WELD TO EXISTING CANOPY I -BEAT 4'-9- C/C OF SIGN COLUMN I m 2"x2"x3/ 16" v\i STEEL TUBE o 7'-2 7/e" CABINET DESIGN / BY OTHERS II IIli =' 1=' '=_' legag 6"x6"x1/2" STEEL PLATE -9/16" DIA. HOLE FOR 1/2" DIA. A325 BOLT 2%2"x3/16" STEEL TUBE ELEVATION THE SCOPE OF THIS ENGINEER IS LIMITED TO THE CONNECTION OF THE SIGN TO THE CANOPY STRUCTURE. ALL OTHER ASPECTS OF THE PROJECT ARE EXPLICITLY EXCLUDED. ff • 1 k_ lx0 3"x3"x1/4" STEEL TUBE 6"x6"x 1 /2" STEEL PLATE 1 /2" DIA. A325 BOLT INS TUBE biair TUBE IMAGE ELEMENTS 5107 XISSELL AVENUE ALTOONA, PA 18801 PHONE (814) 949-8287 FAX (814) 949-8298 DATE DESCRIPOON TUBE ® -/-/- ----------- Op 3 IMAD N. KASHIF v Lic. No. 39173 zos/ONAI.E�G���I MAX. VERTICAL REACTION 0 I I 3"x3"x1/4" CONNECTION TO I -BEAM: STEEL TUBE T = 155 LB L MAX. TORSION TRANSFERRED TYP, TO I -BEAM FLANGE LINK Engineering, L.L.C. FROM EACH 30 TUBES: M = 680 FT LB IMSwu,,,,,,,�,,,,,s,,,,T—� ^ (no °•- l •—"'gym^ EXISTING CANOPY MAX. SHEAR TRANSFERRED Propel -Number 21-0349R Dmwin9 Number. B1071593 I -BEAM BY OTHERS TO I -BEAM FLANGE SHT. OF DATE: BY: FROM EACH 30 TUBES: SECTION 0 CANOPY BEAM I V = 219 LB 1 3 4/7/22 GHK il39ta9191[971 AREA - 1575.25 SO. IN. BLUEVIEW 3 WHITE LED MODULE LPV-60-12 MEANWELL POWER SUPPLY, TYP. GROUNDING & WIRING SHALL BE IN ACCORDANCE WITH UL AND NEC GUIDLINES AS OUTLINED IN ARTICLE 600 THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. ELECTRICAL REQUIREMENTS: LEDs: (44)BLUEVIEW 3 LED 6500K WHITE MODULE BV—ST120-3—W DRIVER: (2) 6OW MEAN WELL #LVP-60-12 0 1.2A TOTAL LOAD: 2.4A 0 120VAC CIRCUITS: (1) 20 AMP REQUIRED SHEETZ INT. OF STATE RD. 29 & AIRPORT RD CHARLOTTESVILLE, VA blair IMAGE ELEMENTS 5107 XISSELL AVENUE ALTOONA, PA 16601 PHONE (814) 949-8287 FAX (814) 049-8299 DATE DESCRIPTION ------------- H OF :.) IMAD N. KASHIF 5, Lic. No. 39173 �0 'w,.SZ�NALE�G I I L LINK Engineering, L.L.C. IN bNn Della Im.. wmM4 T- Ma Rwa ieeDl Sv-aot.wMnTmm 21-0349R I B1071593 in N FIELD VERIFY EXISTING CANOPY CANOPY SLOPE I -BEAM BY OTHERS NEW 3"x3"xt/4" STEEL TUBE WELD TO EXISTING CANOPY I-BEA 4'-9• C/C OF SIGN COLUMN 2"x2"x3/16" STEEL TUBE N 7/8 CABINET DESIGN BY OTHERS II II I 1 - i —/ 6 3 8' �6"x6'x1 2' / I ISTEEL PLATE O 9/16" DIA. HOLE FOR 1 /2" DIA. A325 BOLT = 2"x2"0/ 16" 00 j _ STEEL TUBE o 2 to ro I TYP C OVER TRN »x1/4» 1 TUBE "x3/16" L TUBE SHEER INT. OF STATE RD. 29 & AIRPORT RD CHARLOTTESVILLE, VA biair IMAGE ELEMENTS 5107 HISSELL AVENUE ALTOONA, PA 18601 PHONE (814) 949-82B7 FAX (814) 949-8299 DESCRIFOON ------------- RMDATE ------------- ------------- ELEVATION THE SCOPE OF THIS ENGINEER IS LIMITED TO THE SIDE VIEW UNKA CONNECTION OF THE SIGN TO THE CANOPY STRUCTURE. �j ALL OTHER ASPECTS OF THE PROJECT ARE Q�,EXPLICITLY EXCLUDED. 04 v3"x3"x1/4" STEEL TUBE ���TYP. MAX. VERTICAL REACTION 6"x6"x1/2" I I 3"x3'k1/4" CONNECTION TO I -BEAM: STEEL TUBE I STEEL PLATE T = 155 LB L 116" 1/2" DIA. A325 BOLT i i TYP MAX.O I -BEAM TRANSFERRED LINK Engineering, L.L.C. FROM EACH 30 TUBES: es»a a.0 u..•a�a r.»�am M = 680 FT LB nr» �� a^+•�••++�m^ MOUNTING DETAIL MAX. SHEAR TRANSFERRED Pmleai Number. Drawing Number. Typ EXISTING CANOPY TO I -BEAM FLANGE 21-0349R B1071594 3 16 I -BEAM BY OTHERS FROM EACH 3x3 TUBES: SIM 0P DATE: BY: SECTION ®CANOPY BEAM V = 219 LB 1 3 4/7/22 IGHK ISCONNECT SWITCH AREA — 1575.25 SQ. IN. BLUEVIEW 3 WHITE LED MODULE LPV-60-12 MEANWELL POWER SUPPLY, TYP. GROUNDING & WIRING SHALL BE IN ACCORDANCE WITH UL AND NEC GUIDLINES AS OUTLINED IN ARTICLE 600 THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. ELECTRICAL REQUIREMENTS: LEDs: (44)BLUEVIEW 3 LED 6500K WHITE MODULE BV—ST120-3—W DRIVER: (2) 60W MEAN WELL #LVP-60-12 0 1.2A TOTAL LOAD: 2.4A 0 120VAC CIRCUITS: (1) 20 AMP REQUIRED SHEER INT. OF STATE RD. 29 & AIRPORT RD CHARLOTTESVILLE, VA blair IMAGEELEMENTS 5107 KISSELL AVENUE ALTOONA, PA 16601 PHONE (814) 949-8287 FAX (814) 949-8203 qV DATE DESCRIPTION --------- —__ mm e.wq. qP+ a my m a a+en<e .nnm, m. li OP IMAD N. KASHIF �p Lic. No. 39173 -o � �0� 0N AL L / E/± LINK Engineering, L.L.C. 21-0349R 1 B1071594 2 1 3 14/7/22 IGHK 1 LONG ALUM. PLATE,TYP. ELEVATION SWITCH ILLUMINATION LAYOUT OPY HERS r---��I---�—� — I I I I I I I I I I I I I DETAIL A SIGN CABINET LOCATIONS, k8 RLy U TYP.) BLUEVIEW 3 WHITE LED MODULE THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. LPV-60-12 MEANWELL POWER SUPPLY, TYP. 1 1/2"x1 1/2"x3/16" CONTINUOUS STEEL ANGLE, TYP. 1 3/6" DIA. BOLT W/ NUT, FLAT & LOCK I WASHERS, TYP. ELECTRICAL REQUIREMENTS: LEDs: (44)BLUEVIEW 3 LED 6500K WHITE MODULE BV-ST120-3-W DRIVER: (2) 60W MEAN WELL #LVP-60-12 0 1.2A TOTAL LOAD: 2.4A 0 120VAC CIRCUITS: (1) 20 AMP REQUIRED DESIGN BY OTHERS CANOPY CONSTRUCTION DEPICTED IS AS REPORTED BY CLIENT. SHOULD FIELD CONDITIONS VARY FROM WHAT IS SHOWN, INSTALLER SHALL CONTACT BLAIR COMPANIES FOR DIRECTION. GROUNDING & WIRING SHALL BE IN ACCORDANCE WITH UL AND NEC GUIDLINES AS OUTLINED IN ARTICLE 600 SHEETZ INT. OF STATE RD. 29 & AIRPORT RD CHARLOTTESVILLE, VA blair IMAGE ELEMENTS 5107 1USSELL AVENUE ALTOONA, PA 18801 PHONE (814) 949-8287 FAX (814) 949-8298 DATE D6CRIP'nON _____________ _____________ ® -/-/-------------- OF 5 IMAD N. KASHIF v Lic. No. 39173 ro L LINK Engineering, L.L.C. 21-0349R I B1071595 2 14/7/22 IGHKI PANEI D I-2'-6 1 /2" 2'-6 1/2 ----------- 0 0 0 0 I i7 `rn I 0 0 0*1 a 3/8"x2" WIDE MOUNTING / BAR; TYP. (6061—T6)J TYPICAL SECTION FASCIA SYSTEM 'ER 1 /2" „IEATHING O: • \—MOUNTING LOCATION WALL CONSTRUCTION DEPICTED IS AS REPORTED BY CLIENT. SHOULD FIELD CONDITIONS VARY FROM WHAT IS SHOWN, INSTALLER SHALL CONTACT BLAIR SIGN COMPANY FOR DIRECTION. SHEETZ INT. OF STATE RD. 29 & AIRPORT RD CHARLOTTESVILLE, VA blair IMAGE ELEMENTS 5107 EISSELL AVENUE ALTOONA, PA 18501 PHONE (814) 949-8287 FAR (814) 949-8293 DATE DESCRIPnO m -/-/- EEJ--------- N General Notes: '—'-"--"' SEAL & SIGNATURE: 1. Design is based on a 115 mph, 3 second gust wind design per VCC 2015/I8C 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 engineer is to determine the adequacy of the supporting structure. 3. Sign design is by others. 4. All fasteners shall be zinc coated to prevent corrosion. 5. All wall penetrations shall be sealed to prevent water intrusion. 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 Hop o full compliance with OSHA regulations. B. Any deviation from this design or from any part of this drawing, including the General Notes, O��vAL G without prior written consent from LINK Engineering voids this drawing in its entirety. 9. The structure designed on this drawing is intended to be installed at the address shown and �S i should not be used at any other location. O IMAD N.iu>,SHIF D Lic. No. 39173 4"W0/8"x128" LONG (� 0,0 ALUM. ANGLE (6061—T6) �161 SPANN120" 1.125"O.D.x0.156" ALUM. NA1 ECG` STEENCOLUMNS O.C.; PIPE SPACER; BACK OF ATTACH TO COLUMNS W/ 2 CABINET TO BACK OF ANGLE 1/4-20 TEK 3 SD SCREWS ® EACH END 3/8"x2" WIDE -- -- -- ----- MOUNTING BAR; TYP. (6061-T6) L _______________ I EN / EEA/NG --------------------------- LINK Engineering, L.L.C. I I 1 /2" DIA. SS THREADED ROD W/ NUTS, FLAT, Project Number. Omwing Number. & LOCK WASHERS 21-0349R B1071597 FIBERGLASS SHT. GF DATE: BY: PANEL SYSTEM MOUNTING DETAIL 1 2 4/7/22 IGHK, ELECTRICAL LAYOUT GROUNDING & WIRING SHALL BE IN ACCORDANCE WITH UL AND NEC GUIDLINES AS OUTLINED IN ARTICLE 600 THIS SIGN IS INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES PROPER GROUNDING AND BONDING OF THE SIGN. ELECTRICAL REQUIREMENTS: LEDs: (70)BLUEVIEW 3 LED 6500K WHITE MODULE BV—ST120-3—W DRIVER: (2) 120W MEAN WELL #LVP-60-12 ® 1.2A TOTAL LOAD: 2.4A ® 120VAC CIRCUITS: (1) 20 AMP REQUIRED Calculabans for Drawing B1071597 BLUEVIEW 3 WHITE LED MODULE LPV-60-12 MEANWELL POWER SUPPLY, TYP. Carwash Cabinet Virginia Construction Code 2015118C 2015 Cat II 115 MPH Exp C Zone 5 12'-0" maximum above grade Treated as Components 8 Gadding P = -19 58 PSF SWITCH Project Number 21-0349R Dale 4/l/2022 Designer GHK Snow Load 30 PSF 11-i- c-- I mA 95 9 PRF _-...... .- ..... Est WI I Wind Tap Row I Fastener Row Cabinet I Max IAverega A19 Area 1 rea I w/Stow Load I Fastener I Fastener I Spacing (Average) Depth Tension Shear1 Ten Region in'2 ft lb Ib Oty Qty in in lb lb lb Cabinet 3924.000 27.250 320.87 -53352 6 3 21.000 8.250 1 7099 53.5 88.92 Cabinet Trib. Tap 1 843.875 1 5 860 1 91.83 1 -114 73 i 1 21.000 8.250 1 1328 57.771 114.73 Cabinet Tnb 1 1413.00 1 9 813 1 11554 1 -192 11 1 2 1 57.0 96 06 Maximum Fastener Tension = 132.8 LB Maximum Fastener Shear= 57.8 LB Wall Signage -Treated as Components 8 Cladding Wind Speed Its mph From ASCE 7-10 Table 26.9-1 (Parbaq Exposure C 7g= 900 Zone 5 Alpha = 9.5 Height 12 Ft Sign Area 27.250 Ft12 Determine wind pressure from ASCE 7-10 Chapter 30 Chapter 30 Wind Loads - Components 8 Cladding P=q'(GCP-Gcpi) (eq 304.1 or 30.6-1) q-0.00256' Kz' Kzt' Kd' V12 text 30.3A) KZ = 0.81 Kd = 0.85 Kzt = 1 V = 115 q = 23 30T779 (Table 29.3-1) (Table26.6-1) (Section 26.8) GCp = .1.4 (From Figure 30 4-1 for h<= 60 8 and from Figure 30 61 for h> 60 8) GCp = .1.0 -32.63 Psf Load Combination: D . 0.6W (Section 2 4 1) Design Wind Pressure = 0.6W = -19.58 sf Design Wind PRBaure = 0.6W = 13.98 PSf SHEER INT. OF STATE RD. 29 & AIRPORT RD CHARLOTTESMI-LE, VA blair IMAGE ELEMENTS 5107 IQSSELL AVENUE ALTOONA, PA 16601 PHONE (814) 949-8287 FAX (814) 949-8293 DOTE DESCRIPTION _____________ _____________ ® -/-/-------------- re,,NLTH 6F [MAD N. KASHIF v Lic. No. 39173 NA11— ) L LINK Engineering, L.L.C. 21-0349R I B1071597 2 1 2 GHKI