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HomeMy WebLinkAboutZ-4923-C Map 1M _6 -8'-3 1/2" Cox Old Country Store --'- 9'-„ t/z"kptE: Illliilll!Ih;ilI' NOTES - -- .. .CAP ALL OPE}7r-1HU�-4>_TL7,¢E FAWG IIII I;' M1 � pdiF.GT AIL QUESTIONS COtiCfRHRFC ,LITS Eu'71.W04 10 ELROD S COMPANY, LLC 8'-10 1/4" -- - _ - 1/B" PL4TE. _ - = _ _ III I_ 615- E4L1-SITS . - K_�- IIII TS 2"x2•i�125' ( } _ TS J x3"r, I25' - -_ - - . - - - _ - ' T x2"x 125" M2. OO WLK E " DRAWING. e - �!� PROVIDE 2 - 4"6 LOUVERED TUBE STEEL M.i. GRA A - UDT TO BE R£PROpUCEO f6plT. iHG DRAWING - c VENTS EACH END OF SIGN FRAME( ] r � 10 ATIP• ! CABINET. 7W0 AT UPPER AND M4 SIR07TURAL 51FS!EI. FLOE LL CONFORM S.',M, A36 i $ I IS 2%2% 125" 1 TING Al LOWER. POI OF J W ASIM. A36 PLATE $W1L 8E USED FOR FABRICATED PIPE SECTIONS- 53% MAX PLATE SHALL NOl BE USED - TUBE STEEL ,� __ _ = SIGH C"B!h"-'E. M6. PIPE SECTIONS NOT FABRI�TED FROM PLATE SHALL CONFORM 10 0.5.T.1i AS] GRADt 6- DR Eov6kENT FRA71E (TIP} -_ 1 - T$; 2"x; i = _ _ TS ?`z? -x.125" (WITH (Fy = 35 KSI). DO NOT USE LOLL REACT PIK OR PIPE FOR WHICH II LL WILL NOT PROVIDE :CER"RFICATIQv. I 'B' _ - --_ _ HOLOPHAFI£ 4ODW L , WELD TS 2x2 TO FRAME WITH _R' MESSENGER FIXTURE 3/16' FILLET ALL AROUND v7- STRUCTURAI STEEL TUBINT SHALL CONFORM TO A:S.T,M. A500 GRADE B (iy = 46 WSV). �I. TS 3"*3,;.3,25• MG400MHMT L140C/0%U. _ _ 45. I 1111'll _ ;; Iv. ,A$ PIPE SfcicuS ARE NOT PERFECTLY ROUND, CAREFUL SHDP FII Oi UTE SPLICE CONNECTIONS SHALT _ MOUNE_FrAlURE BASE WALT ___ f-� _ -_ c BROWTI �1 " II III ,I' gc PERFORMCp. T9 AVOID COSTLY LABOR AND CRAIJE CHARGES, LINE-UP MARKINGS ARE TO BE PROVIDED / _ - �_C�EARAIICF ----�_�_- _ __IIII• BORDER 1 - 'i _- = = = `' 4'-2 3/4' r 1 = __ f-IEffROAR .SHIN - •:i M9 PIPE SHALL BE CONSIDERED WALLED AND UNACCEPTABLE IF THE MEASURED OUTSIDE DIAMETER AT ANY POIIIT • - - - = T - = VARIES BY MORA THAN 2% OF THE WMIMM. OUTSIDE DYi1iETER AS SPEGIF$.D:.DU-7HE 5161 CUMEP03 SS AROUND 1 r I =_-� -- - - -� M10 P€PE WDH EHMPLED WAILS; DNELiCO'Pif C WTD. GEED CEtHI&CTIOW EEEMftLT5-`3}[5Ei'i+ B DSW - _ -FS 2'x7". 125" - M1 T. BRE 6 DKEINGS OF ANY SIZE IN THE WALL OF PIPE: SECTIONS ARE :SIRICTLM1 = 9ITETi; LDED PIPE 1'"12",`15 : "•2"x.125" FAPP(fS NO LARGER 1HAN•11/?••RLMdI W ON A1[IS PARALLEL TO SIGN CABINET ARE ACCEPTABLE OWN CO:y (TYP) , FEEL D OUTLINE I 1 � = II jII .M42- Al.iL f!E]AL HOT SPECIFIEp AS ALUTANUM SHALL BE STEEL_ ' I, )CORNER DETAIL A 1111111' I I • M 13. ALL NELDRIG SIiALL CQNFORAITO RECOMMf IFT}11IpN5iS f"JBUSITEO SY' THE htAERIGW WELDING 50CiEELEC1fBCJS COIINEEIIpN BOX - =_ FRONT FRAME REMOVED FOR CLARITY_(LOfAT10II TC P,C DEIERIIA1IdC CABINET FRAME ELEVATION-''/ i _ _ - -= Mla Wpix►EH ykFjO W{4j.BE PE ItWL_ WEUNW, OPEFATIOHS SHAT BE CiRTIjIED FOR WkVINS, IN FLAT, 10-,0• BASED OH IYPE ')F SUPPORT) 2'-D" OUT TO OBIT OF FACES-HDI{i2'ZHFfALA}1f1,0{ RFI,EA6_Cf79 51.719. D7 Nu1 0S Ebfi'A1GIf)flNie PROCESS. USE EIO SERIES LOW HYDROGEN ELECTRODES {SEE SPECIFICATVISi ALUMINUM r 6 7/81, ' III RETA:!!ER ElRL'SIOid r � IS [•x� x.125 - .MSE FABRICATED STEEL SiN1L BE CLEANED Or ALL MILL SCALE. OIL. GREASE AND OTHER SURFACE CONTAMINATES --IIII „III IIII .I ,:. } PRIOR TO PAWING. I I I. ••_-----_-------------- -_ __ SII -^ NIT7. STEEL MUST BE PFtll+f_D-PRIi}R=]k.-SFYPi?11F[ 7D_LSHE. Y[Fi•bm i t=C--- T'0'R �Y _FLINSH COAT BETORE I II Bill I I I . _...f r IIII• ''IIIV III ISI VIII � Ell -- c' .r, ORATTE+s SHTPPRLG fOSFIL.,. ME fia �_ 1111----------- 1 NOB. SEE SPCCITICATIONS FOR PATE( W MRpAw. DUIREMEN99 - .P .1675LISFIC FACE } M, B. AUTCRAIION TO Ally FABRTCATCp PART pF THE STRUCTURE BY USE OF A CUFFING TCHCH OR F}dT O1LQR _ r 1 �" MT -W, IS PROHIBITED WITHOUT THE CONSENT Of THE ENGINEER: ELECTRICAL BOX WITH = _=' (SEE SPECIFICAl10145H + I DSCONMECI SWITCH. - - � _ =--1-- - - - - M20 aTC PSE SECTION SHALL.EE-PLIIIIB" BEFORE CONTINUING WIi1i ERECTION PR00FL1Ult5. _ 1 1 1•_� - r 11 --r -- --_-- - W. I' C!R14.T MD DING III Sr44LL BE A.S.iY A325 901.35, -EN T SHALL DISE A METHOD FOR 16HIENWG -J _ �' •'.= I ' I [ - _ BOLTS SUCH THAT THE PROPER PRELOAD IS OBTAINED AS SPECIFIED BY THE AMERICAN INSTITUTE OF STEEL 3 TS 2'z2'z 125' [ISP) 1 r _ _ '_ t i2;S5HGRAr}F - �� - I -- -- - ` , - _ % COIiSiRUCTLp! AND THE INDUSTRIAL FASTENERS INSTITUTE 1 C 7/8"o H&LE FOR i '� 1 ��iiI 1 I , WELD TS 3'x3"x.3125" TO IS 2"x3"x.125' 6--6" POLE COVER - _ - --- - Ill Ij'l' VIII III III S/4"e A,5?A!. A325 BOLL L I WITH 1/4" FILLET WELD EACH END - fill '!I AND WASHER (e RfWIRfD) ►• 1 I AND GROOVE W'FtD AI. SID Cpl IIIA CABINET ELEVAT*0 .P= _ _ III III Ili 111 IIIgVI I I - - 111111 / " j X, M- II''Iil ALUMINUM LEAF HINGE I _ -_ `5Y '_• -� _ WELD1 2311- TS TO �xiUDE STIRT EEFR/IUEIIIDH -- ELECTRICAL CONNECTION: - STOP B" SHORT OF 1'-a' 9- - 3/16" FILLEI ALL AROUND (TYP). 1. LEADS FROM FIXTURE TO CONNECTION BOX INSIDE CABINET SH6U I�F�-I_YF _ITIIl, }"---�T CABINET CORNERS SITED PER 1IEC, MpJIMUM 112:ASW'. _ SS Nw- Hfr l I,I:,Y c" C.: q 21j�� BONDING JUMPER SHAH BE PR319DED K7W£EN• THE +DAGEU QAC£ RE7APNER_=`AILO_FIFF= ` !18 STAINLESS STEEL FLAT +4Fan� - ,1 .,' 5 1 r �� ' ( ; i .III,IPIGI CABINf.. CONNECT Tp rA%HET W1TFlIN 5" OF FIRiGF. _ - --- 1 rA_FLAT.AHE� __- rpt.. I I 1 1/2" ELECTRICAL --------- _------------- 4IIIILIiS ERDU C6NNEC1F61; EOX 7dSi1E GuL'I:IC7 10 95E9 PROVIDED BRIER BOx I.i P1SE 6" O.C. = RIVET RCIENSIDH S1R{f• 5 10 '7LIII -__ CC44TIN00US 400 FULL - LENGTH OF TOP Al: BDTTOM HQRILONII,I kvAINER.Ro BE FUI.1Y BONDED 10 FACE FLANGE. ALUMINUM RETAINER EXTRUSION --f 1875 PLASH._ FACE' _'` .. - =EE SPECIFIGAI{01751 1 HINGE DETAIL fal COHTA.UOUS SHIM.125"x.875"} • - T} ACCESS HOLE"I'OF SUPQOP.T SFLALL 8E f50, AND SHALL BE RUT! WITH 71Y0 (?) FIXTURES PER SET OF LEADS."1f - _- _-~. DO NOT SHARE NEUTRAL LEADS WELD MOUNTING PLATE TO IS 2"x2" 4 INDIVIDUAL GROUND WIRES SWILL BE RUN FR041 EACH FMORE TO THE CONNECTION BOX, AND 15 3"x3"x 3125` 1YELD ATL = _� _ _ -t k ( }r i WITH 5/16" FILLET 3 SIDES AND 1/B" SHALL BE �. ONE (1) OROUNIP WIRE SHkI_ HE RUN FROM THE CONNECTION BOX INSIDE THE OBD• A, U010 A.iDi1Hp TO L4OUlTTRJG r"TATE 1x16 _ _=_ �+ TS ?i TYP k I ' i I ' GROOVE WELD ALONG BOTTOM AT CABINET TO OWNER PROVIDED BREAKER BOX AT 845E OF SUPPORT. ANE+ VR1L 8F -1Q. .WrrIH WILL PENETRATIOEI..G9OM _ MOUYILR - IATA (TYP) LA A -F SKM 1 1 1 I TUBE RADIUS (TYP) 5 WIRING LEAVING THE SIGN CABINET SHALL BE PROPERiY SUPPORTED WITH r,PAR,4'f:1r,1L STRAIN WELD AND 1/4" FIIUEE r TS 2'x2'x.,25" SECTION @_MOUNTING PI_,AT.E�� - - I.'I WIND CRITERIA �==-- - _ -'--------' --,_--�-'-�___' IIII I IC�II PER IBC 2003 1"x16"x1'-0" WIND SPEED = 90 MPH C ❑ l 1• y -l' PR, A� TWO Ri}1P% MOUNTING PLATE IMPORTANCE FACTOR = 1 MASK WHITE FRAME 1 0 PREVENT I'/4- WEEP ig1ES� � 1'-B" OUT TO OUT OF FRAME DESIGN CRITERIA Illp",RE. - c..... #fA4. LOCAILO ® 30" O.C- MAX. WIND 1040: 20 PST BROWN VEi SPRAY ONTO FRAME Old y�0f° CABINET SECTION, 1. 126 vAC {60 H.. _..HVICf REOWREp. SIGN PROGRAM y__ l III AMPERAGE REWIIREMENT=$ AMPS (APPROXIMATE). HARTMANN DRIVE - LEBANON, IN THIS STRUCTURE HAS BEEN DESIGNED BY THE PROFESSIONAL ENGINEER Sign Program Management and Engineering -,• WHOSE REGISTRATION SEAL APPEARS Y4RE0001t_1{SEORLY. AT THE (<16-24$1(4HLESS 51EEL_;H77-1EASHER HEAFFe= - F41iQ4fIN[_�i1F�fF=INSTASLATIO _-- __ TS 2"x2"x,125" _ _ ELROI-) COMPANY, 1.1.0 r .TEIREACUTTIN6 SOREW� TUBE STEEL �aC11P TORE _fi3!'Q857 --- TYPE r 0 TS' O.C- MAK rn'rn , RAME f1Yr .1 - -- -- _ - _ -- - 410 New Salam Hwy, Suite 4106 - Murfreesboro, 7N 37129 ALUINRIJM fiETAWER E1rRt150Ei - 0281 - _ __ �i IsAE+iET• SIDi 0.166 __ - __ - TS 2"x2"x.125' • {{II - D-3125 - _ .•l� --- Ik 0.095pff CID 375 i p'5 1 G, 125 }j O.Si, DFFP • JL -~ .060 WIDE IIIIIII'IIIIIII �GROOVE DETAIL n ; III IIIIIII'�'I RETAINER ATTACHMENT DETAIL c-R[-TAINER EXTRUSION: 1 WELD IS 2'x3•• 125" 10 - T- 1 A A p TS 2•x2` WITH 511.15' FIEUE' 2 SIDE:. D '1/8' CRDWNE WELD ALONG TOP 1 II'II'II l I ND OOt1OM AT 1U9£ RADIOS (TYP) 1 r i A 11 d �I IIIiIIlII11III I -ACE' II II (SEE SPECIFICATIONS) IS 2"x2"x.125"- - TUBE STEfi, , A � € 6 5/B" D.D. PIPE. - 2B" A A r - _ r 1 A r r � r x � ` r r- 9'-„ t/z"kptE: Illliilll!Ih;ilI' NOTES - -- .. .CAP ALL OPE}7r-1HU�-4>_TL7,¢E FAWG IIII I;' M1 � pdiF.GT AIL QUESTIONS COtiCfRHRFC ,LITS Eu'71.W04 10 ELROD S COMPANY, LLC 8'-10 1/4" -- - _ - 1/B" PL4TE. _ - = _ _ III I_ 615- E4L1-SITS . - K_�- IIII TS 2"x2•i�125' ( } _ TS J x3"r, I25' - -_ - - . - - - _ - ' T x2"x 125" M2. OO WLK E " DRAWING. e - �!� PROVIDE 2 - 4"6 LOUVERED TUBE STEEL M.i. GRA A - UDT TO BE R£PROpUCEO f6plT. iHG DRAWING - c VENTS EACH END OF SIGN FRAME( ] r � 10 ATIP• ! CABINET. 7W0 AT UPPER AND M4 SIR07TURAL 51FS!EI. FLOE LL CONFORM S.',M, A36 i $ I IS 2%2% 125" 1 TING Al LOWER. POI OF J W ASIM. A36 PLATE $W1L 8E USED FOR FABRICATED PIPE SECTIONS- 53% MAX PLATE SHALL NOl BE USED - TUBE STEEL ,� __ _ = SIGH C"B!h"-'E. M6. PIPE SECTIONS NOT FABRI�TED FROM PLATE SHALL CONFORM 10 0.5.T.1i AS] GRADt 6- DR Eov6kENT FRA71E (TIP} -_ 1 - T$; 2"x; i = _ _ TS ?`z? -x.125" (WITH (Fy = 35 KSI). DO NOT USE LOLL REACT PIK OR PIPE FOR WHICH II LL WILL NOT PROVIDE :CER"RFICATIQv. I 'B' _ - --_ _ HOLOPHAFI£ 4ODW L , WELD TS 2x2 TO FRAME WITH _R' MESSENGER FIXTURE 3/16' FILLET ALL AROUND v7- STRUCTURAI STEEL TUBINT SHALL CONFORM TO A:S.T,M. A500 GRADE B (iy = 46 WSV). �I. TS 3"*3,;.3,25• MG400MHMT L140C/0%U. _ _ 45. I 1111'll _ ;; Iv. ,A$ PIPE SfcicuS ARE NOT PERFECTLY ROUND, CAREFUL SHDP FII Oi UTE SPLICE CONNECTIONS SHALT _ MOUNE_FrAlURE BASE WALT ___ f-� _ -_ c BROWTI �1 " II III ,I' gc PERFORMCp. T9 AVOID COSTLY LABOR AND CRAIJE CHARGES, LINE-UP MARKINGS ARE TO BE PROVIDED / _ - �_C�EARAIICF ----�_�_- _ __IIII• BORDER 1 - 'i _- = = = `' 4'-2 3/4' r 1 = __ f-IEffROAR .SHIN - •:i M9 PIPE SHALL BE CONSIDERED WALLED AND UNACCEPTABLE IF THE MEASURED OUTSIDE DIAMETER AT ANY POIIIT • - - - = T - = VARIES BY MORA THAN 2% OF THE WMIMM. OUTSIDE DYi1iETER AS SPEGIF$.D:.DU-7HE 5161 CUMEP03 SS AROUND 1 r I =_-� -- - - -� M10 P€PE WDH EHMPLED WAILS; DNELiCO'Pif C WTD. GEED CEtHI&CTIOW EEEMftLT5-`3}[5Ei'i+ B DSW - _ -FS 2'x7". 125" - M1 T. BRE 6 DKEINGS OF ANY SIZE IN THE WALL OF PIPE: SECTIONS ARE :SIRICTLM1 = 9ITETi; LDED PIPE 1'"12",`15 : "•2"x.125" FAPP(fS NO LARGER 1HAN•11/?••RLMdI W ON A1[IS PARALLEL TO SIGN CABINET ARE ACCEPTABLE OWN CO:y (TYP) , FEEL D OUTLINE I 1 � = II jII .M42- Al.iL f!E]AL HOT SPECIFIEp AS ALUTANUM SHALL BE STEEL_ ' I, )CORNER DETAIL A 1111111' I I • M 13. ALL NELDRIG SIiALL CQNFORAITO RECOMMf IFT}11IpN5iS f"JBUSITEO SY' THE htAERIGW WELDING 50CiEELEC1fBCJS COIINEEIIpN BOX - =_ FRONT FRAME REMOVED FOR CLARITY_(LOfAT10II TC P,C DEIERIIA1IdC CABINET FRAME ELEVATION-''/ i _ _ - -= Mla Wpix►EH ykFjO W{4j.BE PE ItWL_ WEUNW, OPEFATIOHS SHAT BE CiRTIjIED FOR WkVINS, IN FLAT, 10-,0• BASED OH IYPE ')F SUPPORT) 2'-D" OUT TO OBIT OF FACES-HDI{i2'ZHFfALA}1f1,0{ RFI,EA6_Cf79 51.719. D7 Nu1 0S Ebfi'A1GIf)flNie PROCESS. USE EIO SERIES LOW HYDROGEN ELECTRODES {SEE SPECIFICATVISi ALUMINUM r 6 7/81, ' III RETA:!!ER ElRL'SIOid r � IS [•x� x.125 - .MSE FABRICATED STEEL SiN1L BE CLEANED Or ALL MILL SCALE. OIL. GREASE AND OTHER SURFACE CONTAMINATES --IIII „III IIII .I ,:. } PRIOR TO PAWING. I I I. ••_-----_-------------- -_ __ SII -^ NIT7. STEEL MUST BE PFtll+f_D-PRIi}R=]k.-SFYPi?11F[ 7D_LSHE. Y[Fi•bm i t=C--- T'0'R �Y _FLINSH COAT BETORE I II Bill I I I . _...f r IIII• ''IIIV III ISI VIII � Ell -- c' .r, ORATTE+s SHTPPRLG fOSFIL.,. ME fia �_ 1111----------- 1 NOB. SEE SPCCITICATIONS FOR PATE( W MRpAw. DUIREMEN99 - .P .1675LISFIC FACE } M, B. AUTCRAIION TO Ally FABRTCATCp PART pF THE STRUCTURE BY USE OF A CUFFING TCHCH OR F}dT O1LQR _ r 1 �" MT -W, IS PROHIBITED WITHOUT THE CONSENT Of THE ENGINEER: ELECTRICAL BOX WITH = _=' (SEE SPECIFICAl10145H + I DSCONMECI SWITCH. - - � _ =--1-- - - - - M20 aTC PSE SECTION SHALL.EE-PLIIIIB" BEFORE CONTINUING WIi1i ERECTION PR00FL1Ult5. _ 1 1 1•_� - r 11 --r -- --_-- - W. I' C!R14.T MD DING III Sr44LL BE A.S.iY A325 901.35, -EN T SHALL DISE A METHOD FOR 16HIENWG -J _ �' •'.= I ' I [ - _ BOLTS SUCH THAT THE PROPER PRELOAD IS OBTAINED AS SPECIFIED BY THE AMERICAN INSTITUTE OF STEEL 3 TS 2'z2'z 125' [ISP) 1 r _ _ '_ t i2;S5HGRAr}F - �� - I -- -- - ` , - _ % COIiSiRUCTLp! AND THE INDUSTRIAL FASTENERS INSTITUTE 1 C 7/8"o H&LE FOR i '� 1 ��iiI 1 I , WELD TS 3'x3"x.3125" TO IS 2"x3"x.125' 6--6" POLE COVER - _ - --- - Ill Ij'l' VIII III III S/4"e A,5?A!. A325 BOLL L I WITH 1/4" FILLET WELD EACH END - fill '!I AND WASHER (e RfWIRfD) ►• 1 I AND GROOVE W'FtD AI. SID Cpl IIIA CABINET ELEVAT*0 .P= _ _ III III Ili 111 IIIgVI I I - - 111111 / " j X, M- II''Iil ALUMINUM LEAF HINGE I _ -_ `5Y '_• -� _ WELD1 2311- TS TO �xiUDE STIRT EEFR/IUEIIIDH -- ELECTRICAL CONNECTION: - STOP B" SHORT OF 1'-a' 9- - 3/16" FILLEI ALL AROUND (TYP). 1. LEADS FROM FIXTURE TO CONNECTION BOX INSIDE CABINET SH6U I�F�-I_YF _ITIIl, }"---�T CABINET CORNERS SITED PER 1IEC, MpJIMUM 112:ASW'. _ SS Nw- Hfr l I,I:,Y c" C.: q 21j�� BONDING JUMPER SHAH BE PR319DED K7W£EN• THE +DAGEU QAC£ RE7APNER_=`AILO_FIFF= ` !18 STAINLESS STEEL FLAT +4Fan� - ,1 .,' 5 1 r �� ' ( ; i .III,IPIGI CABINf.. CONNECT Tp rA%HET W1TFlIN 5" OF FIRiGF. _ - --- 1 rA_FLAT.AHE� __- rpt.. I I 1 1/2" ELECTRICAL --------- _------------- 4IIIILIiS ERDU C6NNEC1F61; EOX 7dSi1E GuL'I:IC7 10 95E9 PROVIDED BRIER BOx I.i P1SE 6" O.C. = RIVET RCIENSIDH S1R{f• 5 10 '7LIII -__ CC44TIN00US 400 FULL - LENGTH OF TOP Al: BDTTOM HQRILONII,I kvAINER.Ro BE FUI.1Y BONDED 10 FACE FLANGE. ALUMINUM RETAINER EXTRUSION --f 1875 PLASH._ FACE' _'` .. - =EE SPECIFIGAI{01751 1 HINGE DETAIL fal COHTA.UOUS SHIM.125"x.875"} • - T} ACCESS HOLE"I'OF SUPQOP.T SFLALL 8E f50, AND SHALL BE RUT! WITH 71Y0 (?) FIXTURES PER SET OF LEADS."1f - _- _-~. DO NOT SHARE NEUTRAL LEADS WELD MOUNTING PLATE TO IS 2"x2" 4 INDIVIDUAL GROUND WIRES SWILL BE RUN FR041 EACH FMORE TO THE CONNECTION BOX, AND 15 3"x3"x 3125` 1YELD ATL = _� _ _ -t k ( }r i WITH 5/16" FILLET 3 SIDES AND 1/B" SHALL BE �. ONE (1) OROUNIP WIRE SHkI_ HE RUN FROM THE CONNECTION BOX INSIDE THE OBD• A, U010 A.iDi1Hp TO L4OUlTTRJG r"TATE 1x16 _ _=_ �+ TS ?i TYP k I ' i I ' GROOVE WELD ALONG BOTTOM AT CABINET TO OWNER PROVIDED BREAKER BOX AT 845E OF SUPPORT. ANE+ VR1L 8F -1Q. .WrrIH WILL PENETRATIOEI..G9OM _ MOUYILR - IATA (TYP) LA A -F SKM 1 1 1 I TUBE RADIUS (TYP) 5 WIRING LEAVING THE SIGN CABINET SHALL BE PROPERiY SUPPORTED WITH r,PAR,4'f:1r,1L STRAIN WELD AND 1/4" FIIUEE r TS 2'x2'x.,25" SECTION @_MOUNTING PI_,AT.E�� - - I.'I WIND CRITERIA �==-- - _ -'--------' --,_--�-'-�___' IIII I IC�II PER IBC 2003 1"x16"x1'-0" WIND SPEED = 90 MPH C ❑ l 1• y -l' PR, A� TWO Ri}1P% MOUNTING PLATE IMPORTANCE FACTOR = 1 MASK WHITE FRAME 1 0 PREVENT I'/4- WEEP ig1ES� � 1'-B" OUT TO OUT OF FRAME DESIGN CRITERIA Illp",RE. - c..... #fA4. LOCAILO ® 30" O.C- MAX. WIND 1040: 20 PST BROWN VEi SPRAY ONTO FRAME Old y�0f° CABINET SECTION, 1. 126 vAC {60 H.. _..HVICf REOWREp. SIGN PROGRAM y__ l III AMPERAGE REWIIREMENT=$ AMPS (APPROXIMATE). HARTMANN DRIVE - LEBANON, IN THIS STRUCTURE HAS BEEN DESIGNED BY THE PROFESSIONAL ENGINEER Sign Program Management and Engineering -,• WHOSE REGISTRATION SEAL APPEARS Y4RE0001t_1{SEORLY. AT THE (<16-24$1(4HLESS 51EEL_;H77-1EASHER HEAFFe= - F41iQ4fIN[_�i1F�fF=INSTASLATIO _-- __ TS 2"x2"x,125" _ _ ELROI-) COMPANY, 1.1.0 r .TEIREACUTTIN6 SOREW� TUBE STEEL �aC11P TORE _fi3!'Q857 --- TYPE r 0 TS' O.C- MAK rn'rn , RAME f1Yr .1 - -- -- _ - _ -- - 410 New Salam Hwy, Suite 4106 - Murfreesboro, 7N 37129 ALUINRIJM fiETAWER E1rRt150Ei - 0281 - _ __ �i IsAE+iET• SIDi 0.166 __ - __ - TS 2"x2"x.125' • {{II - D-3125 - _ .•l� --- Ik 0.095pff CID 375 i p'5 1 G, 125 }j O.Si, DFFP • JL -~ .060 WIDE IIIIIII'IIIIIII �GROOVE DETAIL n ; III IIIIIII'�'I RETAINER ATTACHMENT DETAIL c-R[-TAINER EXTRUSION: 1 = SECTION UPPER CONNECTION STREET: SHACKLEFORD ROAD, EXIT 5 Curr, STATE: LITTLE ROCK, ARKANSAS - _ MONUMENT 54 SQUARE FOOT 10' OAH MONUMIENT W/EMBOSSED PLASTIC FACES AND INTERNAL ILLUMINATION DWG. ND- SO4PCF- 10-1-X1897-1 1 ' 2 DATE: 01/30/FOD7 �c h Az -- kn RE1RarJF6 RATEN f DW I. 11[Vatl To SHOW FLMRIGL DISMFIIECT 5YM4 31, 'D5/02/2nO7 /0 WELD IS 2'x3•• 125" 10 - T- IIIIIIII I II III TS 2•x2` WITH 511.15' FIEUE' 2 SIDE:. D '1/8' CRDWNE WELD ALONG TOP 1 II'II'II l I ND OOt1OM AT 1U9£ RADIOS (TYP) 116�'I LA,'S;I' �I IIIiIIlII11III I -ACE' II II (SEE SPECIFICATIONS) IS 2"x2"x.125"- - TUBE STEfi, , _ -AMF (TYP). . = SECTION UPPER CONNECTION STREET: SHACKLEFORD ROAD, EXIT 5 Curr, STATE: LITTLE ROCK, ARKANSAS - _ MONUMENT 54 SQUARE FOOT 10' OAH MONUMIENT W/EMBOSSED PLASTIC FACES AND INTERNAL ILLUMINATION DWG. ND- SO4PCF- 10-1-X1897-1 1 ' 2 DATE: 01/30/FOD7 �c h Az -- kn RE1RarJF6 RATEN f DW I. 11[Vatl To SHOW FLMRIGL DISMFIIECT 5YM4 31, 'D5/02/2nO7 /0 -FFIJNDRfiOH NOTES Q IIIII j l W Ifs it iii •i1' If, {I = _ _ _ - _ .r - - IIIIIII III IqI, IIIIII 'lll'l III P 'II'I = - , II ,JI -- F7. DO NOT GUESS. DIRECT ALL QUESTIONS CONCERNING THIS DRAWING TO ELROD & COM PANY LLCM 9405). �I i�I��, IIIIIII • III. - .� all l' I F2. 110 110E SCALE TIil5 ORAWRaG- - I _� 14"E: •..R iH 0.5 k • - _ - F .. E Y MIXED; O f1F5�17lED O EOEVF OMPRr'SS si EHC 5T 1E{Y- - -- — -- — — SCA L Es i �. -- 3:cft� .�._.. .9� _ _ � EAP R.: �� _ _ - Al- - -- _ --'![-i iii! 4R EP,(I[: 141Y. A OW;Rl JOB SITE. I II I _ I I I -- pullll III _- - I'll l III • II II 9 1 l 111 = l"q'IREkIeORCING{SJEEL�lAILiOHFORM TO Al A545 GRADE 60 WITH DEFpRJM11pN5 CONFORiAHiG TO II olllld Idl - I ; IIII, ilrllillliCl, I'iII'I IIIIII61 O,D. PIPE - :28' IIII IIIIIIIII I IIIIII �FaT.FJF`A-3[15. III l I _- VIII III IIIIIII III = - ILII ',III I'II IIIIIIII III NISHED GRADE F5. EKAVATION IS TO 6F Rl COMPLiAIICE WITH OSHA REGULATIONS AND Still HA14E A IJ.SsI BOT1011 FREE:: -- _ - - - IIII,':' I' i dI IIIIII IIII ' IIJ IIj;IIIII I . h ASPHALTIC COATING. SEE NOTE F9, r' ••. ;1� { I P.� , � 1�I I TO BOTTOM OF MOUNTING PLATE. OF LOW SOIL, WATER AND f}EBRIS_ _ v ' - - � '!VIII III ;' I,IIIIII IIS ff RE UIREME. FROST OEPPH IS BELOW BOTTOM OF FOUNDATION. F,7 WATE 10 6 INCHES BELOW. FROST III III TOP OF -CONCRETE i 'IIII I I i I Er hF1D INCREASE CONCRETE 01iUMTf, _ _ r r III i�' III' � g l > � .I "+I•V ��SF - - ' VIII IIIb 1411111 I1 RIHG. SURiF; ES FOR FOUNDATIONS SHOULD NOT BE DMURRED OR LEFT EXPOSED DORING NCIEMEl tial 3'-3' IIII I' n == II WEATHER; SATURATION OF THE ON-SITE SOIL CAN CAUSE A LOSS OF STRERM AND _ IK.REASEO=- } _ COMPRESSIBILITY. IF CONSTRUCTION OCCURS DURING INCLEME711. WE+4THER, AND.- ME Ii 11 _ice. _ III VIII,-�-�- y FOUHDATIpII IS NOT POSSIBLE AT THE. ii}dE E7[rJ.VbTCQ, A .LAYCF OF LEAN C BE P I._. IIIIIIII dill - ON THE BEAR) SURFACE FOR PROIECTYON, I lo I 1 -1' _ 1/2" PLATE BEARING RING - 6" LARGER THAN PIPE, -= 10A• 3/8 FILLET WELD 3" ®"I;' ON CENTER, STAGGERED. n II F13, I,;G BASE SECT RAN -vF PTFE SHALL BE -0 1.11,114114' Al ADEOUATELY6fiHCEp TO PREVENT MOVEMENT DURING _ _ .=`-WIICAL".. AND BOTTOM) ii ii 2 CONCRf1'E PO+IR W1D LEFT IN PLACE UNTIL CONCRETE HAS SET. 2' 70' F9. THE BASE SECTION OF PIPE IS TO BE PROTECTED WITH AN ADDITIONAL ASPHALTIC COATING APPLIED TO PIPE FROM TOP OF BEARING RING TO BOTTOM OF MOUNTING PLATE PRIOR TO CONCRETE POUR. F10. REINFORCING STEEL SHALL BE FREE FROM MUD, OIL DR OTHER NONMETALLIC COATIr,GS Ill DEZRI SE E014D. iu hu d h ' F11 AJd1;IWH A 1,1114MUM OF 3" CLEAR DISTANCE {ROLL FAGf OF CONCREfC TO PTL RCINFCRCIN.0 SEEEL. -- l - - - - -, - - -- - - BEND 1' ROUND 1NTO Zi SHAPED SUPPORIS. _ :'N!.F55 •7Tr{ERWfSE NOTED OR ARAWING. IAP 9" & WELD 10 PIPE Wi F17.- ,Q4, M-111.0 RE21FORCING STEEL. RE€NFORCEUENI SWI I BE PLACED AS DETAILED ON 1FIE OCSIC44 _ -- - _ 5'-•v" ---` - -- - �5 -txr. x r r 1/4' FILLET Al MOIR* _ I)RAMNGS ARO 'HED" SECURELY TO PREVENT A1O lfNT DURING CONCRE(E POUR. _.. —�S.1 .Gs� `` F13 CONCRETE SHALL NOT BE PLACED ON FROZEN GROUND. W r IIIIIIII III F14. FOUNDATION MUST BE POURED MDNDLITHICALLY. 0 YTl COLD JI]INi-ETI =_ s DP.I'cIlrA110N Or SIGN A904L �Nrs] IIIIII III III 0A EMBEDMENT DETAIL _ - IIIIII IIIIIIIIII IIII IIIIII FF5, PIPE IS NOT 14,000 10 FI FuEO.WITH CONCRE-- _ S. SCE SPECIfICATIll FAR CONCRETE CURING. 4 - - - _ - I,, II, , I IIIIII III II I,IIIQ IIIIII ry 'IIIIII II'I'll'I�,,P F 17. IVASER lR r101 10 Bc ADDEO TO �C OACRETE AT JOB SITE. �i� I IIII IIII I III SII III IIIIII I I I VIII IIIA II IIIIIII�II�II,I � I - i NRt_>w r JIv ��n � F1 B. FOUNDATION IS NOT DESIGNED FOR LOCATION WHERE THE SEASONAL FLUCTUATION OF THE WATER IABLI VIII IIIIIIII IIII _ - c �_ - -4 _ RISES TO AN ELEVATION HIGHER THAN STATED. - - - - - I _ II I �IIIII III IIIIIIII IIII IIII _ __ _ 'VIII • IIII I I I III II IIII - - = _ �_- _ FOUNDATION PLAID — — _ _ =- —== OA I li - • II II I II . — III I I I I I - -r t� A _ter+ �r ;. Lill,IIII II. MILLI IIIIII IIIIIII d IIII _ - = = BEARING SURFACE FAR.FOJHP 0REPA PS ECOLAEprFl5.DAOGl?0P8E fhTE.. Eh _ -- SOIL REPORT AND ANY SUPPLEL4111TAL SD.L .ate : �• �. �-- F ± `� I 14;1I'IIII i ;I, I '-- _ _ =1E TEDN 4SSLED FOR.THS SRi.Or. INSTAUjITION. - _ - - '-�� ---- -Tr--- - II T l'1 -_- TERRACON 501-455-2199 III III - - IIII I'.I, �II'I'j'pI',I r III - = REPORT BY PHONE #� of 1 IIIIIIII IIII 6 = - =__=k Sol 'I'II IIIIIIIIIiIIl�I'^�I rIII II VIII 301014 MAY 2. ?W? I I'IIli6 REPORT NO.. DATED _ _- -- -- --- ,SII 'I� � � f'I'I" iln•�. J.,,CI,,. �II�I Is _ - I'I' rI IIII fill11I1 1 ''i IIIIII ':I(IIII IPII '! li =1NISHEO GRA-_ - - - LII, I w - _ — :IIjI 1111116.1 _ =kF FOUNDATION CRITERIA - -1- TOP OF CONCRETE -r i F _ === = TOP OF -CONCRETE B" c i i� "I ";I'�PII'ilhl, III r I = SAFE BEARING CAPACITY OF SOIL a MOO PSF . I,III I IIIiIdIyl' J;IiIIr' SII! pl;l, III IIIIII - HIGHEST SEASONAL WATER TABLE.AT A' -s' BELOW Gfl II ria II `. III III II,,,�, IIIIII IIII III G II III. CONCRETE SHAL !"EY{LOP A M1t711tl7N LbIlPRESSN II1 m..� Iii IIIIIIII III III°VIII III Ild' -A-__ III !eOld ! a � STRENGT}t 1.51 SCdIL: IBJ IN 26 BAYS 1 !IIII III CI=ftft e 6 - #4 REBAR x 2'- 3" LONG- a p = - il- _ ` ` '-A _f--�-REEWR a 4'-6" LONG ILII IIIA 'Illi "' "'� YfklfY 511( CG':3fi�H5 PRIOR TD CGNSIRT1C11QN - = LJ9III, m.,, SIGN PROGRAM r, EOUALL .. 0.CE.i - _ - = lA SPACED N riTwwrl ll1ilFr 4BAIIpI: TN - - - - - _`� CENTER TO CENTER _- IIIIII IIIIIII III - _ - 4 Sign 1'rogralin Management and Engineering _ '� x THIS SiRl1C1l1RE� FikS EfECN.:I]E51GNFf3 BY FHE AROFESSrO}!AL LNGINFfR e - OF 5'-6' BARS IIIII _ - WHOSE RC 13TRATION •SCW APPEARSI � HERE✓JN FOR USE ONLY Al THE ._ - IIIIIIIII IIIIIIII IIII 8 - #4 REBAR x 2'-3" LONG ° a er e 1 4 - A'4 REBAR x QIP _ - - FDLLOWIfIG SITE LF IN.`T.411ATION: . EQUALLY SPACED a - .a EOUALLY SPACED STORE 63t} 163.0857 EL1 OD COMPANY, LLC -- _ - - t= - - = PACIUTY REFiRCNCE' - lirl410 New Belem Hwi, Suite 1106 - ifu�eeIO¢v, TO 37129 4 1-430 & SHACKLEFORO RM, EXIT 5 — - _ I d:I IIIIII I I III IIIIIIIIII. Eli' 1n�c1&a7 411111IIIIIIII o,ll',II,I I I,I,I IIII IIIIII IIII IIIIIII:� - 5 -6 ITY, IA7 LMLE ROCK, ARKANSAS - - —_ _°I''I''° ` E FOUNDATION & BASE CONNECTION FOLT�(]AIiON ELEVATION -- FOUNDATION- PROFIT PLACE ALL REINFORCEMENT 3 INCHES CLEAR (If FACE OF CONCRETE. F00104C,= - - = �= = - - - _ —_ — —_ — _ - 54 SQUARE FOOT MONUMENT _ = 10'0'} OAH ABOVE FINISHED GRADE _ 6,'III' l f;'III;I WITH SPREAD FOUNDATION - � � ®� ��i � N07E. 11Q NOT INTERRUPT BOTTOM WHERE REQUIRED PLACE ELECTRICAL � �� IIIIIII ITV I I IIIIII I - REINFORCING OR ALLOW PIPE CONDUIT IN FOUNDATION _ - IIII .,; 'IIIIIIIII !III (IIII IIII I' s� TO BEAR ON REINFORCING PRIOR TO CONCRETE POUR, == -= ;i== 'a DwG. lvD S5410CF-10-I-X18v 2S 2 or 2 p„I,II IIIIII .�;; i_ w = — _= ull' _ I[. v1/�o/:afl7 « a� IIIIIII IIII I' IIIIIII r hllu _ r - pu U III RL1150HS a� cra IIII IIIIII IIIIII. IIIIIII. _ . �, IIIII,uIII IIIIIIIII ,,,IIII, ,� IIII I III II VIII � I III L.. � I11 I. IIII 1 I IIIIIIII IIII. III III llll I JI HILI '�I _ IIII, IIII u,l IIII; I I —I�I III IIIIIIIII L. — •41 lav rsa 1avT.n s a:: I F� I f %A OA - I = >� II I I _ I -I _ I II _ I I II �I _ II I 1 T I III ��a III' i' IIIIIIII VIII VIII - �. � �4 dint � � � � -_ __. � � _ .�. IIIIIII IIII I. � IIIIIIIIII �,I IIII �,Il�ii��� IIIIIIIIII �I�I,IIIIIIIVIIIIIo� !VIII N'FGiN FA G^%ll%t-JJ 5 1T FACE GM. NGTi'r + if PfECZi COLOR -D 91 FACE CHL BACK ELEVATION IV-cCa2glV GOtDZD INYESQ LLV 0710 E �R FA(:._ CYL 5'%l FATE LTN. 51.—R TAY k-0 VG•N NN—ECR�� 00-DRF9 EN FAG CM XM=AS wire Yc`A 5V2 xREEN At' eAi Av cuE- ZCYCLNv VEGZtY G7.Ds.' = F?GE Cl L ° 5 ..^'F 7 G YT -AV C t� * 1�1'AL MART Updated Little Rock Shackleford , AR Elevations 2A 1 -TOR April 8, 2008 A Y 74+Z I oe) mr�RALL�CoLXN2n lv=CRP ycmozo 5 FACE GM.. "IT FAG... 0a lvc Y SU -1 --AV x$ R.TEC/�.LL "G0.OR_. y rFACE Q' '[PI.I5ASN�rtEI BACK ELEVATION N. mcki G 'QM'FD SFLR FPC_ CML KM15A5 W WAL*Updated Little Rock Shackleford AR ' ��� April 8, 2008 �' N-MSRA -. COLORED 50.,FPGEC— 'Vv2 '�VS'G�E '.:454\11-iTE WTEs241Y GGL�cD So,T FA.;= GML �A Elevations 2A mm� r e\rrGZ\LL CQLR== i�cGPAl C0.0 cD S"1.fT FPCE C'6. 5 Fpr U'U ]ems Tv02'r 5L—,TAI K-,Er�-LQDR=- 50-' FACE Q -a A5W+. ' BACK ELEVATION IATd� , F,-,::-= ,-, GO CEO SR F Cr'1L YJN5Wftc N Y COLJ:; D SRr Fi^.E CS. _E-0 l�OiY 5\rI SGREEn rE5•+AT 5AF A\O PA's YFaSGPLY C� xJ�a44LY C0.1Y�rD SP,.r FA�c GtT.. ;2 WAL* MARTUpdated Little Rock (Shackleford), AR Elevations 2A April 8, 2008 Nq] A /f Roof screens Back of entry facade , parapet = 1 ' 7N Proposed Rear Elevation FI New 3'-0" BRU sign W'I Proposed Side Elevation F_ Proposed Front Elevation Floor Plan - Partial Truck dock retaining wall Canopy FLA Stone Veneer Base at pilasters - Buckeye and Lake Erie limestone manufactured stone veneer — Cornice - Paint Color_ 102 Brite White 1 32'-6" Top of pediment EIFS - Paint Color 112 "Saddlewcod Beige" Pilasters beyond 1 t 11 1 d bl k SIGN SIZE TABLE LETTER HEIGKT SIGN LENGTH SIGN AREA TAGLINE AREA TOTAL SIGN AREA 61-0" 501.3" 3015 SG•FT. 96 SOFT. 3965 SOFT. 3'-0" 25A 112" 76,125 SG,FT, NA 76125 SO FT n egra y co ore oc Paint color to match stone 32'-6" Top of pediment 26'-0" Top of cornice (parapet) 25'-0" Top of roof (high point) Integrally colored block Paint color to match stone EIFS -Paint Color 398A "Powder Tan" EIFS - Paint Color 112 26'-0" Top of cornice (parapet) --- 25'-0" Top of roof (high point) - 0'-0" Finished floor REV: 11/10/2006 per city comments DATE: 3/27/2006 REV: 11/10/2006 lorcharts.or kVolorchart9.orl I olarcrarts.org Iwrtl bi9l neyrY4y CP1 wc� �v��pCex ® `r 307 1—dal 112 5—ollo "d Selye 3"A Powder Too l02 Brite white .WQ-IYNR-CLNS VW3W-76G4-ROT9 6APK-4005-G431 5CWD-A90R-DUFW REV: 11/10/2006 per city comments DATE: 3/27/2006 REV: 11/10/2006 1 11 Roof screensBack of entry facade ' parapet ' -- c FIN. FIR. Proposed Rear Elevation Truck dock retaining wall Canopy New 3'-0" SRU sign -- _ I Proposed Side Elevation Stone Veneer Base at pilasters - poseBuckeye and Lake Erie limestone manufactured stone veneer Cornice - Paint Color Proposed Front Elevation Floor Plan - Partial 32'-6" Top of pediment S n _.I,. Integrally colored block Paint color to match stone EIFS -Paint Color 398A "Powder Tan" EIFS - Paint Color 112 j "Saddlewood Beige" 26-0" Top of cornice (parapet) 25'-0" Top of roof (high point) __ 0'-0" Finished floor olorcharts.or o..�ca.,�..r a•.cd�.r. �..wetiaw e.....tic+rr EIFS - Point Color 1 1 2 fiC.'olorcharts.org O.o..Oa"ys+n �rnraw REV: 11/10/2006 per _ "Saddlewood Beige" city comments S SIGN SIZE TABLE Pilasters beyond LETTER HEIGHT SIGN LENGTH SIGN AREA TAGLINE AREA TOTAL SIGN AREA DATE: 3/27/2006 REV: 11/10/2006 BVWQ-IY11R-Ci.1t5 VW3W-76G4-ROT9 6APK-4005.0431 61-0" 50'-3" 301,5 SOFT, 96 SOFT, 396.5 SOFT, 25'411r 76,125 SOFT, NA 76,125 SOFT, Integrally colored block •'•' Paint color to match stone W �. Q �J 32'-6" Top of pediment A 26-0" Top of cornice (parapet) w 25'-0" Top of roof (high point) ra)z n>, _.I,. Integrally colored block Paint color to match stone EIFS -Paint Color 398A "Powder Tan" EIFS - Paint Color 112 j "Saddlewood Beige" 26-0" Top of cornice (parapet) 25'-0" Top of roof (high point) __ 0'-0" Finished floor olorcharts.or o..�ca.,�..r a•.cd�.r. �..wetiaw e.....tic+rr ralorcharts.or 44•Wble.An e.w.eel a� fiC.'olorcharts.org O.o..Oa"ys+n �rnraw S M T."" 1125andlewoed Beige 398A Powder T- 102 Bribe Whit. 5CWD-A90R-DUFW DATE: 3/27/2006 REV: 11/10/2006 BVWQ-IY11R-Ci.1t5 VW3W-76G4-ROT9 6APK-4005.0431 FRONT PERSPEGTIVE (N.T.S.) -scv--+'R='M1YTJ" ESP+• p EFS— N L J9ntiZ7 M'YE'AL I m P '-Eo eo-, " G. -P -w EP WA.-'= ^FS PAYl:C ac*A N S te_ A A AA UNCERSEAS SW BK GVJOPY PA.VFD 5Ra!'A� 5W RTlp Pr NMi SW'7pCEECkA W^Y' 3\V'"YJ 50.irA'E 5W 6i ] EC�u� 9w' ik:! 'J'"- FACEQ'U Bw QT[aA AY PN SW 6T6 G4RYEL BY YLLE2 EFS PA.lfp E9heti S""r�,sc o" SOF"AMCl - V.L9 �lRt W^'i Bw�E = 6" 9cJ�4Gi oh 5—^ --aMV �e Ltl11.�R- . ICYu L9"CC^=3.s CYl. R� S'E'AL C+�CP/PAh"H7 EFS PAI.rFd G1J OG��PGK OCCQ PAif®+��^�G :�z-• h'=AL c—, L:Cr 5ui-E7 Od?�S snf�iG AYBERBYYLL A BER BYMLLER r[,`V.L pf.u[gyty'p VAGUELv rAU�� CAR -EL rOUN'AN A -Ar -AN SvIew ' S4NFNSICAVA -E -�IEPE+\ FRONT ELEVATION SW ECS S'CNEV IEER SY BYBERI--I CCRClLLACC S'O�C PPLOI,C-B � Cru L,J VENERBY BYG 'U G45 CQm.WDC S�Cf� PRGOUG-S Little Rock (Shackles Y� H : u�OgSiaB; SdYIlJM1'ili� aafM .�Y.If �ll�: rnwnl �� . Eiv,ci AR Store #0126 uFNN I:�L' i •tis IUV i]ti �1", \V I' 1[]K fA.\SfiLS:CfIQti �y�j�yp�.hoxn aNa n•prren``niunpe[� 6e m[m[JM niq Pol any tl.� cece mal�orti �.ulrlsk nF n' N�1itr+ol6bw�awrchi[Meeal �l �6t REAR ELEVATION RIG T eL-QV TION LEFT ELEVATION > chitop Cture :tom" Engineering ",WU R—d— RaRen,.klmn6va'n756 Pbaoe 47 63&y Fna479.636.nnq Little Rock (Shackleford), AR Store#0126 .�jehitecture RYYR&� E%ATFO% . k1. �Y1R . SAL 1111AR T Engineering ir�•a Wrew«w� •1 ••1^� IL...Is Cary Si.R �x Iltln d IM.Mbpt lnlrbt 2tlJ uu) nol ,- o \\'nl RurcluHn R L Phune -9 4 6 Fox y b4 X209 pwlrn llq r•uxt n.lunvaw•+ul��I uRer,, Arkancax^i5 i. ] �S-1.^. i. 3 Jd�\�unbm SyNti •1rb.hal NYl1 •.iYl ape t••CYIr{vil FPnp`ircd 9� FF�"I/JCF axai iilililA�'.nd hn2larchilcclunl modibcalions FRONT PERSPECTIVE (N. -r.9) U Little Rock (Shackle tit 'Y AR Store #0126 -------- ...... REAR F�.EVAMON W.r WAL* MART I,FT ELEVATION chit c t u r e CC Engineering Tin 1YrnXWM�w Br��aM�w ;r;y0 /Yw�7µ]�,•µy iYiL17.4]�•�N 1 s19CIMICIPM W ao6! "'W FW 70a L^da�N-a' a7 PA.rYn �f�w liw 65a3 - M- 4ti - LPs P—rn In [cwe aw am,y ,!04 ewa+34�'� M'Y+� erJ MlVT� -•-w- `s n. r: :.���__: .•: _� EP*PAI'= lis vA YL� II 'nY'O'8 \'Y� �r GVdprj n� GO W w -Y RY ark BW 6'+B ASW M: 9wR'� R v �w xaFA" x can - a - sa r r �u er1� c. 1� a 4w -, a'�r7raBu rr�[r✓�+ C.AWIEL ay N'LJR 'MOO�B rte- r � rT ' MUT FACE U 8r'•DaT•+ ymum 'Ar.BB YY HUM 'AI'B®i BY 1',� w MTrT.�4 LL* bwPAI.�y'1 D"h BLL! dW df'D VAA •RALY PAN= AU OIiGVCUV. _ C_GGIm"Irmo �AW.N �/pi tr5aw. o CCCRB*AK G COORb �-m swYB� 6'G'f VL�j�dY '� skm wNb *ALV -m 6N�G !�'-V 6NM B.V.4KA."o v-4,AG •�AL%t lr .eft• -e, 6 6 7J1:� .�'! swo2v roONT wL.�VATION CGICN+Wtl arol.L PJC! Omvsa OJTCBs% B Eay DX� O"Cia CYaZi on, FA@CM *,wow BY N'LLBR PA ttl..re•'LflSF C�.�LS 5"Ctik Mt B.c "XolA W�T KV-WOY taccc+rr B'r�v�ip..z-'s U Little Rock (Shackle tit 'Y AR Store #0126 -------- ...... REAR F�.EVAMON W.r WAL* MART I,FT ELEVATION chit c t u r e CC Engineering Tin 1YrnXWM�w Br��aM�w ;r;y0 /Yw�7µ]�,•µy iYiL17.4]�•�N .r F=RONT PERSPECIT,�—= (N.T.S.) [w5 L'.'J4:L�GRNr es+S a^.N E..l 9 F aA*r 9-- [f}An1.: •J'TR e3� 5P5 PY3ll f:..^'�L"fG--Z �f�aaNrc C•f-^N'W �GRR N' -•S SW ?Gl �EPr�4V: aW0353 -R'R'^'sV: ::+�ERyJl55W 6:fc LCC w'r 'xr Pw!.ia7 6G1."/'i S�YI �C .l W,+SVVTP6 SGEF w -SSV SOLI: SSI; t£Z'f vh�--tL roo om EK 9A.trFA EK aF.?T� s-/a•Oro5!^r rCA_ r�..GT' 5'x AU2;A-.AVG.PJ OrF.iw•+�E sW YC93 l"I�+SL C CL^18�'9eRR Ll92 7F"L !0.- SSG! Q'L y'GO-� fK! 71 : l.-Yi�/lfJYvp Ntf��SJ 6!•J MA L. OIIP'SIGK CDQ M�rC SM,fl `S YX F�.'•L � L! MY'p OC1TS aAt�� D�JI� aMY� .+-eez d✓ -usa �+-o-� eY a use :.cY..:, sw e�sn V13,AY rHM c++e•a r:h.-.- � 'n-.�.- -. v 5v e.�e s+-� fps, e,.iv,•,.re ..rr ,rl.Y r wv� -wcre sw 5�. s saw n••e �.v mr MO NT E;..-VATfON swear stimw�tasr eYeera� sw�Ys coec a.ovs a�Rxnx-s i.. o�:<evc sct-fcEw ��x-e.� a.<au� VFA'�R3Y 6YR GYi.:.E C/�K.WA' :STYE �GIXX"T Little Rock (Shackle � Yy AR Store #0126 RF -^R EL.EVA i ION FZI.G_HT -r=LEV^'nPN -hTf jh�'�Lt 1I" :. WAL* MART L.ZF EL.FVATIQN cbitecture Engineering 7w Wel llsrL� Ropnti AaW�f�f�M1 fMuw �!0.Wd11i! Yat l�•yinM FINISH LEGEND: ShCICkleford Crossing Cultured Stone: "Buckeye" Limestone "Lake Erie" Limestone Brick: Field "Cedar Valley" Accent "Dove Gray" EIFS: Field 398A "Powder Tan" 526A "Fern Ridge" 307 "Imperial" Pilasters 660 "Carmel Fudge" 112 "Sandlewood Beige" Parapet 102 "Brite White" Medallion 712 "Ripe Banana" 102 "Brite White" Clary DCaalop--t Corporation iuiC9P-14— 2200 N- Rodmi Parham. Suite 210 Link Roel. Arkansas 72212 CLARY 711.501-225-020" Fax 501-225-3085 Email cdc@clarydcr.com SCM Y r L A B C BUILDING - D 4DD N AREA. 1 %140 S. F, FIN. FLFL ELEV. PARKING 4R4-00' . •(RE-RA'A1 Al FOR • ASFN R'2fORVATIG'1iI FACE BUILDING - C 300 AREA =22,291 S.F. FIN. -FLP, ELEV. _ 424.00' r (RE:G51A102 FOR i PLAN 01FORMATION) PHASE II- �- I FUTURE BUILDING 1 I� .7 PHASEll - PARKING 7 FUTURE BUILDING I yi I I N SEE CIVIL PLANS BUILDING -A FOR 100 DIMENSIONAL AREA = 77,841 S.F. CONTROLS FIN. FLR ELEV. 42400 C Al 01 FOR _ PLAN eIFORMATION) PARKING II rl I t—. J� ^ BUILDING - B 200 'AREA = 25,408 5 F. PHASE II - FIN FLRELEV,_ [IHISAIRM FUTURE 424 00' FIN, FLR• ELEV. 422.90' RESTAURANT (RE G2p1 02 FOR r ..- - PIAN INFORMATION) F r�. PHASE II- FUTURE BUILDING PHASE II - FUTURE RESTAURANT PHASEII- i FUTURE BUILDING PARKING r O GENERAL NOTE: THIS DRAWINGS IS SHOWN FOR 1 INFORMATIONAL PURPOSES ONLY; COORDINATE WITH THE CIVIL �IDRAWINGS FOR ADDITIONAL SITE /j INFORMATION. N STYE REFERENCE PLAN 5GR f.6 scm STEELMAN CONNELL MOSELEY 1 0 4 1 1 Wes[ Markham, Sulte 220 Llt tie Rock. Arkeneae 72205 (111)2243065 —(501)22a -e931 wwwsc march Itacts. com r2 GISTEitEO .I RCHITLC m KAN t^: PROJECT NO. 05045.01 DATE: February. 10, 2006 PROJECT REFERENCE PLAN AO,01 STEELMAN CONNELL MOSELEY V _J 5 m J W A C _J O E I NW L) 0- N Etter O coo Q > �Q W6pp `oma 6- co PROJECT NO. 05045.01 DATE: February. 10, 2006 PROJECT REFERENCE PLAN AO,01 STEELMAN CONNELL MOSELEY A .-_ NORTH ELEVATION - SV l LDl14G A 3C nr. T 2G WEST ELEVATION - BUILDING A rlr. tw- [ DASHED LINE INDICATES s SOiJTH ELEVATION - 8[11LDING A IR • Tv' I Ag ] A6.3 A6.6 A7 5G EAST ELEVATION - BIALDING A tm-rr G 1 O 41 1 Wast Markham, Sulte 220 Llttla Rock, Arkansas 72205 �, REasTr�+E ARCH m c Yr �1EL'C5• Q EXTERIOR FINISH MATERIAL LEGEND FLF,S_-X- EXTERIOR INSULATED FINISH SYSTEM CANOPY) CANVAS ON('ALUMINUM TUBE Z (X=COLOR FOR FINISH MATERIAL. FRAME RE: PROJECT MANUAL FOR COLORS) STONE CULTURED STONE VENEER BRICK MASONRY BRICKVENEER ALG ALUMINUM STOREFRONT WITH GLASS CANOPY -1 STANDING SHIM METAL PANEL SCONCE WALL SCONCE RE ELEC. FOR ON ALUMINUM FRAME J FIXTURETYPE MOUNTATI4'4'AF,F AND PROVIDE SOLDTREATED CANOPY MODIFIEDBITUMENROOFINGON BLOCKING AS REQUIRED FOR 2 STRUCTURAL STEEL FRAMING MOUNTING SUPPORT. 5G EAST ELEVATION - BIALDING A tm-rr G 1 O 41 1 Wast Markham, Sulte 220 Llttla Rock, Arkansas 72205 �, REasTr�+E ARCH m c Yr �1EL'C5• Q A6.07 ^TEELMry1 CONNc LL MOSELEYQ:oo. V Z M� W J J W 2 cm J c a'N E c W Wr- cc O� 0> �Q WV0 Q.20 2 -111w 2� cc V � fi EYIE:!OliS PROJECT NO. 05045.01 " F.t,..,y 10, 2006 ELEVATION - BUILDING A A6.07 ^TEELMry1 CONNc LL MOSELEYQ:oo. L A E { (7g } DA6 DA3 { OA 1 S�U1li ELEVATION - BUILDING D 3G ,,r EXTERIOR FINISH MATERIAL LEGEND E.LF.S.--X- EXTERIOR INSULATED FINISH SYSTEM CANOPY -3 CANVAS ON I-ALUMINUTATUBE Z (%=COLOR FOR FINISH MATERIAL i pA ] DA.3 DA.6 { 09 J STONE �4�•.J�//F BRICK MASONRY BRICK VENEER ALG ALUMINUM STOREFRONT WITH GLASS CANOPY -1 STANDING SEAM METAL PANEL SCONCE WALLSCONCE RE. ELCC FOR DASHED LINE INDICATES 4'-0" R ON ALUMINUM FAME J FIXTURE TYPE MOUNT AT I4'� AF F. AND PROVIDE SOLID TREATED CANOPY -2 MODIFIED BITUMEN ROOFING ON BLOCKING AS REQUIRED FOR TW OF PLYWOOD SHEATHING �'� ET.FS; 2 MOUNTINGSUPPORT. (RE: WALL SECTIONS) EL.FS-I wL- E �L)c oJe — > �Q _p Wd0 ov y-ld d v Q w cc 2 t 0 ai U Q_ Vi V cn J -- -- ----- REVISIONS: -- - -- ---- ----- ----- - - - - - - - - - - - T 05045.01 DATE: EI.F 8.3 ELEVATION - BUILDING D A6.02 STONE $TONESTONE , E.r P.S.�2—I rr! EI.P.s •� �, E I. F.S.-3 NaFtTH ELEVATION- BUILOING D Ell S J sY'- I� S�U1li ELEVATION - BUILDING D 3G ,,r a1 LIUHI HAI UNtb'AI Gill Uuutt� (TYPICAL) o • - T L D scm 1 0 4 1 1 West Metk - Sul[e 220 Llttla Rock• Arkansas 72205 /WVWv�B marc, I's REGISTERED U, w mARCHITECT - _a ARKANSAS r• -;- C-87 EXTERIOR FINISH MATERIAL LEGEND E.LF.S.--X- EXTERIOR INSULATED FINISH SYSTEM CANOPY -3 CANVAS ON I-ALUMINUTATUBE Z (%=COLOR FOR FINISH MATERIAL FRAME RE: PROJECT MANUAL FOR COLORS) STONE CULTURED STONEVENEER BRICK MASONRY BRICK VENEER ALG ALUMINUM STOREFRONT WITH GLASS CANOPY -1 STANDING SEAM METAL PANEL SCONCE WALLSCONCE RE. ELCC FOR R ON ALUMINUM FAME J FIXTURE TYPE MOUNT AT I4'� AF F. AND PROVIDE SOLID TREATED CANOPY -2 MODIFIED BITUMEN ROOFING ON BLOCKING AS REQUIRED FOR TW STRUCTURAL STEEL FRAMING MOUNTINGSUPPORT. a1 LIUHI HAI UNtb'AI Gill Uuutt� (TYPICAL) o • - T L D scm 1 0 4 1 1 West Metk - Sul[e 220 Llttla Rock• Arkansas 72205 /WVWv�B marc, I's REGISTERED U, w mARCHITECT - _a ARKANSAS r• -;- C-87 wT^ELNNN CONNECT MOSELEY tV/ V Z J co J TW A J s` wL- E �L)c oJe — > �Q _p Wd0 ov y-ld d v Q w cc 2 t 0 ai U Q_ Vi V cn J REVISIONS: PROJECT NO. 05045.01 DATE: February 10, 2006 ELEVATION - BUILDING D A6.02 wT^ELNNN CONNECT MOSELEY L A �� �/CS�J `�G' NY tN•. I'9' � C�3 j EXTERIOR FINISH MATERIAL LEGEND W OF PFLYWOOD (RE: WALL LINE ISHDEATHNG SECTIONS) CANVAS ON I -ALUMINUM TUBE scm 4NOPY-3 3F nllu E,I.F.S-0E,r.FS/3 E.I.F.S-3 E.LF.S:2 CANOPY -1 J EIF& E, L F.S.-1 E.kF,S l EAS-S.i CANi]PY•1 a 20 t O a t t west n Suite 05 Little Rock, A,krhenlasas 72205 we OE � u ALG L N CANOPY -1 STANDING SEAM METAL PANEL Ar w .(p01/ave-xve Ma{Cpti vae-em-1 uvww.tea.rt a �cntLoeen.com ON ALUMINUM FRAME FIXTURETYPE, MWNTATI4'-0•AFF, AND PROVIDE SOLID TREATED CANOPY.Y MODIFIEDBITUMEN ROOFINGON _ - - ---- --••- -------- STRUCTURAL STEEL FRAMING - - -- - - - -- ------ --�- --- - ----- - - ,�� � STQYE STONE -------- REGISTERED DID ARCHITECT m: ARKANSAS t -- nl: C-87 C -B7 _ " STONE ,�'•..;5��...s'. STONE El�.&-2 Alb STONE^ ELF.S. AI,G STONE ALG '�' E �lm�LiILDINO ta'. Ya' - EdFS-Y BR1CK Mu m DASHED LINE INDICATES 4'-0" 3F 3F - CANOPY -1 OF PLYWOOD SHEATHING ALpy Ha EIF.S�2 (RE: WALL SECTIONS) �' SR)Cii EA STONE - •,F - - ELF,S-I - � E,LF-S,-2 s 1.' EI F.S. ..--_.• l-� �_ 1111 111 1 .-, .': _- I -- . -.- - -- - - - --' --- --- --- - - - - E,i.F.B,-9 V/ - _ - 20 STONE _- — f ..- E1iICK STONE-;,/ JLL6. T ELEVATtoN -BUILDING C EAS.,� m a o o E LF S� I�. J �� �/CS�J `�G' NY tN•. I'9' � C�3 j _ EXTERIOR FINISH MATERIAL LEGEND W EXTERIOR INSULATED FINISH SYSTEM CANOPY) CANVAS ON I -ALUMINUM TUBE C (X=COLOR FOR FINISH MATERIAL 'E ASq FRAME J C a -r we OE � u ALG L N _ EXTERIOR FINISH MATERIAL LEGEND ELFS--A- EXTERIOR INSULATED FINISH SYSTEM CANOPY) CANVAS ON I -ALUMINUM TUBE e ------ - ------------ — — — — — — — (X=COLOR FOR FINISH MATERIAL 'E ASq FRAME CIO! ooi RE: PROJECT MANUAL FOR COLORS) STONE CULTURED STONE VENEER BRICK MASONRY BRICKVENEER ALG ALUMINUM STOREFRONT WITH GLASS CANOPY -1 STANDING SEAM METAL PANEL SCONCE WALL SCONCE RE: ELEC FOR ON ALUMINUM FRAME FIXTURETYPE, MWNTATI4'-0•AFF, AND PROVIDE SOLID TREATED CANOPY.Y MODIFIEDBITUMEN ROOFINGON BLOCKING AS REWIRED FOR STRUCTURAL STEEL FRAMING MOUNTING SUPPORT _ ca cc N REVISIONS: o OY e ------ - ------------ — — — — — — — DATE: February 10, 2006 'E ASq W CIO! ooi BUILDING C _ ca cc N REVISIONS: -ELF¢ri - E.LF.S: S PROJECT NO 05045.01 e ------ - ------------ — — — — — — — DATE: February 10, 2006 'E ASq ELEVATION - CIO! ooi BUILDING C C E F G A6.03 wYE£LMANI L*ONNELL MOSELEY n LJ B7 wl—E.I.F.S:3 i E.1.FS. 9F —E.I.F.S.-2 F >`I.F'8•'3 A>t 1] E.I.F.S.-3 DASHED LINE INDICATES `CANOPY -1 CANOPY -2 4'-0" OF PLYWOOD SHEATHING (RE: WALL SECTIONS) �S011TIi ELEVAikaN BL1iL01NG 6 -WEST 5 BAYS = vr.ra r I a CANOPY -2 E - Ell F.&-2 STONE �c Sc)uTH ELEVATION13UIL�JNG B - EAST 3 BAYS 3G ; ER FRONT VIEW sc m STEELMAN CONNELL MOSELEY 1 0 41 1 Wes[ IVII ,am. Suite 220 Llftle Fioch, Arkansas 72205 �uv.wvl �wc6m arcnlSVP� �� ��REGlSTEREO •�•= ARCHITECT '- m= . 1 _w w d)m= C•87 .t._ EXTERIOR FINISH MATERIAL LEGEND EiF.S•'X' EXTERIOR INSULATED FINISH SYSTEM CANOPY4 CANVAS ON 1- ALUMINUM TUBE (X=COLOR FOR FINISH MATERIAL FRAME RE: PROJECT MANUAL FOR COLORS) STONE CULTUREDSTONEVENEER BRICK MASONRY BRICK VENEER ALG ALUMINUM STOREFRONT WITH GLASS CANOPY -1 STANDING SEAM METAL PANEL SCONCE WALL SCONCE RE: ELEC FOR MNiEN. J FIXTURE TYPE, MOUNTAT 14'-0' A F.F. AND PROVIDE SOLID TREATED CANOPY -2 MODIFIED BITUMEN ROOFING ON 1 BLOCKING AS REQUIRED FOR 11 MOUNTING SUPPORT. O E Ia W U Q- o 'a o � j �Q a ALG � , F.Jr- AIG Q V AUG 7 = t cc as t� G-. co C.) co J �S011TIi ELEVAikaN BL1iL01NG 6 -WEST 5 BAYS = vr.ra r I a CANOPY -2 E - Ell F.&-2 STONE �c Sc)uTH ELEVATION13UIL�JNG B - EAST 3 BAYS 3G ; ER FRONT VIEW sc m STEELMAN CONNELL MOSELEY 1 0 41 1 Wes[ IVII ,am. Suite 220 Llftle Fioch, Arkansas 72205 �uv.wvl �wc6m arcnlSVP� �� ��REGlSTEREO •�•= ARCHITECT '- m= . 1 _w w d)m= C•87 .t._ O r F G A EXTERIOR FINISH MATERIAL LEGEND EiF.S•'X' EXTERIOR INSULATED FINISH SYSTEM CANOPY4 CANVAS ON 1- ALUMINUM TUBE (X=COLOR FOR FINISH MATERIAL FRAME RE: PROJECT MANUAL FOR COLORS) STONE CULTUREDSTONEVENEER BRICK MASONRY BRICK VENEER ALG ALUMINUM STOREFRONT WITH GLASS CANOPY -1 STANDING SEAM METAL PANEL SCONCE WALL SCONCE RE: ELEC FOR ON ALUMINUM FRAME J FIXTURE TYPE, MOUNTAT 14'-0' A F.F. AND PROVIDE SOLID TREATED CANOPY -2 MODIFIED BITUMEN ROOFING ON BLOCKING AS REQUIRED FOR STRUCTURAL STEEL FRAMING MOUNTING SUPPORT. O r F G A CD O J M� W J Uj /Z A O E Ia W U Q- o 'a o � j �Q a Uj � , Q V v = t cc as t� G-. co C.) co J PROJECT NO. 05045.01 DATE: February 10, 2006 ELEVATION - BUILDING B A6mO4 : A scm 1 0 4 1 1 Wes[ Markham, S01- 220 Ll We Rock, Arkan— 72205 l w T �xyyyyys2�pcm arG11t4�G [A- m R��) is Bi "JJrr I .iF L U DASHED LINE INDICATES W-WE.LF,5,-2 AF41 uof r OF PLYWOOD SHEATHING E.LFJ3.•1 , "•LGaaTLIHE �•,'-�. (RE: WALL SECYIpNS) REGISTERED E,I,F,S.-1 EA = W ARCHf1ECT nl= Eli,3.•2 - W ARKANSAS I-- d E.I.F.S..9 _ _----- --_.____ —_._ __— ---___— ---__ 411 I _ EXTERIOR FINISH MATERIAL LEGEND rff6 ��7 U81 x'01 ELF.S••X- EXTERIOR INSULATED FINISH SYSTEM CANOPYA CANVAS ON I' ALUMINUM TUBE t (' � QR FOR FROM MATERLAL FRAME RE MCIECTVANUALFORCOLOM) STONE CULTURED STONE VENEER BRICK MASONRY BRICK VENEER ALG ALUMINUM STOREFRONT WITH GLASS EAFSA - CANOPY -1 STANDING SEAM METAL PANEL ON ALUMINUM FRAME SCONCE WALL SCONCE. RE:ELEC FOR FIXTDRETYPE MOUNTATI4'4rkFF STONE - _ _- _, •�. ,-_ •- 1 CANOPY -2 MODIFlFJ]BITUMEN ROOFING ON AND PROVIDE SOLID TREATED BLOCKING AS REOUIREO FOR _ " _ ,A.rc.i., r•.ri._� ��jj - ''C 1:Y's�Q.) c- x,b'�-.'.p�irj:'�� a;ieC rk�`r!•3Y-Si"� _ G'(l�l�'f?i �� STRUCTURAL STEEL FRAMING MOUNTINGSUPPORT. - STQNE PROVIDE SOLID TREATED WD. E.IF.S:2 STONE I z BLOCKING AS REOUIREDFOR EEF.S-3 NORTH ELEVATION BUILDING B- LIGHT FIXTURES AT EXIT DOORS .2F ��,• 1,q, U (TYPICAL) i 2 ca gm? z DASHED LINE INDICATES W -W I v OF PLYWOOD SHEATHING E.I.F.S.-2 ]F _ E.I"F S: 2 H?3 r i • 1 (RE WALL SECTIONS) E.I.F.S: 1 E.I.F.S: 1 I� " E.T.FS,2 __--.-- _-------- ---------r--____-- __---_- - ____--------___- .�__IIE - J 0�T 13 ppT ❑�T LiJ L rI AyS 1,-:Y: -NORTH N 1 STONE-' ELi.G� LPROVIDE SOLID TREATED WD. EA.8:2 8l1 IN• ELEVATION LAC+B$ 8F r N BLOCKING AS REQUIRED FOR FIXTURES AT FRIT DOORS EJ.FJ3:. 9 • I xr LC Q10 STONE - i ? (Ty (TYPICAL) I o �8.2> - W 41 c cc a— � NJ NN E I.F. S"$ DASH UNE INDICATES 4'-0" 3F OF PLYWOOD SHEATHING ARM —I E-i.FS"•I (RE: WALL SECTIONS) EI.FS•1 REVISIONS: F,1F.8,.1 EIFSJ2 E IJ: S.-4`� - - EJ.FS.-7 E.I.F8.3 EIF.S"-1, E,IFy,•3 _ .. F•" •_ • Q PROJECT NO. DATE _ f February 10, 2006 CANOPY.,- ELF'" ELEVATION - E I F S a f'LF'&-2 BUILDING B STONE _ STONE L L f [C=-'(-'.T•E �• moi: }, �` -T.-�.. -ERE''T ;~- _ Y"iX{ii ,•.F !"r.[c: y.I Fi.- 1��`�TL]"ty:fi �_: +:'- .rLTT'%r, . _ __ STONE E.LFJir2 STvr4e 5F EAST ELEVATION BUILDING B EIF.S.•2 ul••ry ALG EI"F$,3 A61111105 - ST`E HAN CONNLL NOS .LE^ C PLvonFr �RRp NorEa wxsall Lm srAle;rKs DEVELOPMENT ' - ebSFJ•,ae.Rla9.a P.lay.rc,as..um laT-1+�R-la-w. cnalmew..l,.n,mH eLPa>mrowmva.p.a owNEnsuMMrt MAucoNPaNx uc acoMcaSrcAale '°""'^r -ACRES CONSULTANTS ,Av�re+voR,R.P,mvw.Hrv�lma-,� nJlgL�wnlom INCORPORATED e a1MrD:RMO S.Sar>r+-r+nl n•.rrwNbLer. br-��..• PHASE I INCLUDES ENTRE SITE EW.EPr CU PREM DEVELO M SHACKLEFOROCR-RNOS.LTL 9-.. MFA 9A�6F. a L°i,gWw x.J.+T w[w[av�ge+.4 Nr1 CONGSr LOFANO AtOtl S1111P NDN06HACKI.FFOPD SPL UNO MEA:'P B1 AC1�6 MEdwNwdte4�NT�re ROAD. APPROXIMATE 6 MONTH TAF FRAME- PAVHN'SEP ?ne.lsi6F 2200 NO. P.JONEY P0.RHgN PD. Aw FDRTes lOdnn +4:IweN 0 r,i 'NEWS,gLMtRyla!wrr.REwwbm.n TOTALNUMBEROFLOTS:16 PARNK+>iPAGE1: 4n SVIT320 InLr�.Ni-'tr@W.ONMW tlI�p°rRgw �yigYtl�WY.WF•eM LAND6CgPE AREA 108,0.,25E (lS6i) LITTLE ROCK. ARKANSAS 72212 tel.selragwrey�WR+w4.e�w.aAlaueL [ga.NlCl.tl'Wa� PHASE 2INCLUDES fEMAWDEA OF PROPETRY EILEP( SHOFPMG CENTER AREA BLOTS A,B AND C): 64.021 ACRES • .rrrnH•YL dti -.4-0 pr rEel.HaAw KaryPArE-*w way ARRAS INDICATED AS LADSrURSED OR TPEE LDrBpO,FIMGLNWIC'RI 1„w.4.A�pylapmrti.yr,nNDT*TSE.rp re.r•�.q.a+w Rw• PRESEIWATION AAEAB GAADEOANE�I.NmlhufrDLLTELY WMMEACIAL °UrPAfICELAREA BLOT51d): 134ACRE5 mKAnr•.,mit ErvOAND SMYUNwxO dlpy rq rlrwnln]AI•labR rN raaMHr,a•AA NAte,rFOFsrFpu DEVEIDPEDMLL BE SEEDED FOR EROSION CONTROL FmREOFFICE AIIFA llD15 &131: 2091 ACRES BUIIDIND APFA B6POO6F L SCAPE IRVEYLVD YELw+T4rpvlRp•RwTp wrrTryAyFdry uLFO+p'.+Y,rx�iaE-.+N -AREA, -, SF, LANDSCAPE agSHITECTURE -- -��-w �ivE14'p rM�MFVtM.+TFw.tleF.+a'J10.,f oq mx.n EY•H71Ey+p BLRLDINGANDSITEOONSTRUCDOk CURREMIJRD L6EfR31GNATWti rCG P' AP,E � - w/M/.ry�roMwrlK.e.OwggM *e:�w+NTw.lr•emyw�• CU ENTZO'F2�UPZO.PWLM®pAF4ERCULLDEVELOPMEM LMN9GiEAREA ®2156.F.(ac) -••-- E�EA+rtr', Wwapl,Yallwl:usd N@•nOTE.kr11NSwM/r1tti�.W• �!Iyf1--------:-- weeN><r.lrlw:V n7R1�w�,r+edr,OFA.atl dl PHASE t INCLUDES LOTS A&C,1161Z TOTCI3HOPPINGCI311EA1 430- ---•---------------------- (RIGHT OF WAY VARIES) ""'"Y°1l0f"r Drp..e.r.q N..re.A+e.a ATrEMKaa PROPoSFDUSECOMNERCNLBHOPPINOCENTERaOFFICE roruARFA.HaIA� "r0]LJ E{'4NyNww'bryxa-,F Ra! 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LIMITS OF lmlfto SHACKLEFORD ROAD TO BE EXPANDED LAND USE ire¢T eeTf.a DS R,2 Y LARD LI$E SHACKLEFORD ROAD TO EO' -5 LANE STREET AS LAUD USE LAND USE ECUMENICAL F&TW;EMENT CENTER FOUNDATION, INC. PgRT OF THIS PROJECT PK/O5 S _y 7 rI D INST. NO. 94-84679 PWOS IlNa.3A AeeoE TrFFIT2A3 �.-..� ,Fu K MSREer 1�MA11FANq. �'/� .1 dURr.Tn.i Or,i, LITTLE RDOG P'.i1JbXR CO:P.T'L5AR •••-'b..�„'� N T_ WC N•S DIVAS N OF CM.ST.Q SERVICE OF T� Zoll _ BO OF UFI881ONS ASO [7iCRQUH E7CTENSION ASS Pu OFT ME Ci8 Gi AOFi Uq. CiiDc � 806K 339. PAGE 3sfi � � 100 50 p 100 20 � SCALE Ql 09412\9L ANNINGILS-S P:F?C:.O'''* _ j 4 A 7 ik ., _moi � •� �� ��� ���''" +�� M V I � I-�.i.J�+` I � �•;Y me- I �y • lit wi- yy i ti r 1 - r Aam -, • aF OF qw y i * r r � F 'r .�Mom A ::w ! %J& 19 13 AB I AG) AC.3 Ai.6 � Afl j 2G rr-� WEST ELEVATION - BUILDING A { A➢ j AC.fi AC.3 { 11G j $ ................... NORTH ELEVATION - HUILDING A 9�OIIITH ELEVATION - B1111I NG A I4T. ��- s� (TYPICAL) H FJiST ELE11AT10N - BUIL01116 A L' scm 5YE=--4 =0-21L MOSEL- 1 0 4 1 1 West Markham, Suite 220 u'u. Fi —. f\T11enLna 72205 to.3 a -] oa6 x.;14911 aa4.av wvr.v,aem eTpFll eee a s. cwn REGISTERED-- = W ARCHITECT IT i ' W ARKANSAS r? C/) EXTERIOR FINISH MATERIAL LEGEND ELF -.-'X' EXTERIOR INSULATED FINISH SYSTEM CANOPY) CANVAS ON ('ALUMINUM TUBE Z (X=COLOR FOR FINISH MATERIAL FRAME RE: PROJECT MANUAL FOR COLORS) STONE CULTURED STONE VENEER BRICK MASONRY BRICK VENEER ALG ALUMINUM STOREFRONT WITH GLASS CANOPY -1 STANDING SEAM METAL PANEL SCONCE WALL SCONCE RE: ELEG FOR ON ALUMINUM FRAME J FIXTURETYPE MOUNT AT14'-W&F.F. CANOPY -2 MODIFIED BITUMEN ROOFING ON AND PROVIDE SOLID TREATED BLOCKING AS REQUIRED FOR STRUCTURAL STEEL FRAMING MOUNTING SUPPORT. FJiST ELE11AT10N - BUIL01116 A L' scm 5YE=--4 =0-21L MOSEL- 1 0 4 1 1 West Markham, Suite 220 u'u. Fi —. f\T11enLna 72205 to.3 a -] oa6 x.;14911 aa4.av wvr.v,aem eTpFll eee a s. cwn REGISTERED-- = W ARCHITECT IT i ' W ARKANSAS r? C/) CD Z J_ m J J W N -55 E N L N O Y ; Q `5 Woos C/) C _L) ca cn U n REVIS]DNS: PROJECT NO. 05045.01 DATE February 10, 2006 ELEVATION - BUILDING A A6,01 0— f.—) �ALG cr.ne' ( tyl { Gg J C.1DA3 { DA J LJ �� ���� Irr•ra 8 8 E6 D6.3 ( D6 t (D5 f �J 0 SOLTH ELEVATION - B LJILOI NO D Irc•rr ❑I ELFS,•'1P n� CANOPY) CANVAS ON1 AL MANNUM TUBE (X=COLOR FOR FINISH MATERIAL FRAME RE: PROJECT MANUAL FOR COLORS) STONE CULTOREDSTONEVEW os.y os.s o� ALUM MUM STOREFRONT WITH GLASS CANOPY -1 STANDING SEAM METAL PANEL SCONCE WALL SCONCE RE ELEG FOR V (wAL%*ft FREQ ULI J FDMMETYPE MOUNTAT I<'�f AFF. AND PRDVRIE SOLID TREATED - DASHED LINE ri'� BLOCKINGASREOUIREDFOR L J E.LF.SrI 1 EI. F-5.-2 � i4q E.I.F..A-7 scm x '1 u�; 3p uw E.LF-S.-S. H O SpICAYE8 OF PLYWOOD SHEATHING PLYWOOD (RE: WALL SECTIONS) rrw SC yF uW E�tx.S -3 CATH7PY.1 E I F S E.I.F.S E pel EI.F.S..7 E-1 FS -d uq FE F.S.-1 o ' V Z > STEELMAN CONNELL P105EL.Y R - W 2 G AAoI Ed.�.S•2 Y CANOPY -1 EI.F,S-3 MX SB,r. w Cc V NJ REVISIONS: Aim [ RRICK _ E -I -F.5.-1 i E.t.F,$11 10411 E.r F S.4 Uttle Rock, Ark n e�s5 72205 E.1 F S.-2 . �ww..r ',maroMeoc°ILaS.�om SFtl.1C[ ,•• r T p 1 EI.F5J �__-_. __ SCONCE SCO CE _ _ 1 T-__--... _ - --- _ _ Mr $ SCONCE• fTYP ) SL■ CANOPY -2 I-f•S•3 k•I-FS,-2- BRICK l r I 1--I I I 1 STONE -�®REEREI"�tALII I=WUJI BMCK ALG E I.FS.4 EIF-S.-P STONE� STONEG� E.I.f.S:2............ STONE STONE STONE STONE ALG CANOPY -2 SipNE EAST ELEVATION - BVILQiNG Q ALG ALG E LF. 2♦; f.—) �ALG cr.ne' ( tyl { Gg J C.1DA3 { DA J LJ �� ���� Irr•ra 8 8 E6 D6.3 ( D6 t (D5 f �J 0 SOLTH ELEVATION - B LJILOI NO D Irc•rr 8 LIUHII I-IAIUHts AI tAll UUUKb t/ (TYPCAL) e - f D T G EXTERIOR FINISH MATERIAL LEGEND ELFS,•'1P EXTERIOR INSULATEDFINISH SYSTEM CANOPY) CANVAS ON1 AL MANNUM TUBE (X=COLOR FOR FINISH MATERIAL FRAME RE: PROJECT MANUAL FOR COLORS) STONE CULTOREDSTONEVEW BRICK MASONRY BRICK VENEER ALG ALUM MUM STOREFRONT WITH GLASS CANOPY -1 STANDING SEAM METAL PANEL SCONCE WALL SCONCE RE ELEG FOR (wAL%*ft FREQ ULI J FDMMETYPE MOUNTAT I<'�f AFF. AND PRDVRIE SOLID TREATED CANOPY -2 MODIFIED BITUMEN ROOFING ON BLOCKINGASREOUIREDFOR STRUCTURAL STEEL FRAMING MOUNTINGSUPPORT- 8 LIUHII I-IAIUHts AI tAll UUUKb t/ (TYPCAL) e - f D T G PROJECT NO. 0045.01 DATE: February 10, 2006 ELEVATION - BUILDING D A6,02 STEELMAN CONNELL MOSELEY 'V� V _Z 0 J_ J J W V� H O OE N 'aCLf o O Z > W 2 G o v Y a 0 2 t w Cc V NJ REVISIONS: PROJECT NO. 0045.01 DATE: February 10, 2006 ELEVATION - BUILDING D A6,02 STEELMAN CONNELL MOSELEY Q9 9 __- L�►� STONE J STONED, , PROVIDE SOLID TREATED WO-9LOgONO f,JF.S.3 J AS REQUIRED FOR LIGHT F111URES AT E_IF4. S EXIT DOORS (TYPICAL) D - D E.I iys ?• - EI.F.S - STONE STONE NORTH ELEVATION - BUILDING C G 1 O 41 1 West Markham, SUItB 220 Llttla Fiock, Arkansas 72205 W ww_tenrn arch IlOGt4 •aem REGISTERED = U, ARCHITECT rTl: - I "1L ARKANSAS r -x sNm` c-aT Y: EXTERIOR FINISH MATERIAL LEGEND EXTERIORINSULATEDFIMSHSYSTEM CANOPY41 CANVAS ON I' ALUMINUM TUBE yu OM1•. ra' (X -COLOR FOR FINISH MATERIAL � FRAME RE: PROJECT MANUAL FOR COLORS) STONE CULTURED STONE VENEER BRICK MASONRY BRICK VENEER ALG ALUMINUM STOREFRONT WITH GLASS CANOPY -1 STANDINGSEAMMETALPANEL SCONCE WAU-SCONCE RE ELEC-FOR ON ALUMINUM FRAME DASHED LINE INDICATES 4'-0' FUOURETYPE MOUNTATIA'-0'AFF AND PROVIDE SOLID TREATED CANOPY -2 MODIFIED BITUMEN ROOFING ON BLOCKING AS REQUIRED FOR 2 STRUCTURAL STEEL FRAMING _ E�,S•.2 MDUNTNG SUPPORT. STONE J STONED, , PROVIDE SOLID TREATED WO-9LOgONO f,JF.S.3 J AS REQUIRED FOR LIGHT F111URES AT E_IF4. S EXIT DOORS (TYPICAL) D - D E.I iys ?• - EI.F.S - STONE STONE NORTH ELEVATION - BUILDING C G 1 O 41 1 West Markham, SUItB 220 Llttla Fiock, Arkansas 72205 W ww_tenrn arch IlOGt4 •aem REGISTERED = U, ARCHITECT rTl: - I "1L ARKANSAS r -x sNm` c-aT Y: V yu OM1•. ra' � � 1 /i�� m + DASHED LINE INDICATES 4'-0' SF W 2 _ E�,S•.2 to OF PLYWOOD SHEATHING 'H �'E ��� I F,S E.iF�r1 (RE: WALL SECTIONS) O F F -S.1 L N 2 coo Ix —0 > E.I.FS.•1 LU Q .20 Y 0LL Q � --j c � W. / un V CO � E.I.Fwp--2 -_------------------ ----_.__ _ ---�__ EI.F.&-1 — ----- _ ____ -----_.� --__ __ �_ _.--___---._______---._.__ _..---� STONE J STONED, , PROVIDE SOLID TREATED WO-9LOgONO f,JF.S.3 J AS REQUIRED FOR LIGHT F111URES AT E_IF4. S EXIT DOORS (TYPICAL) D - D E.I iys ?• - EI.F.S - STONE STONE NORTH ELEVATION - BUILDING C G 1 O 41 1 West Markham, SUItB 220 Llttla Fiock, Arkansas 72205 W ww_tenrn arch IlOGt4 •aem REGISTERED = U, ARCHITECT rTl: - I "1L ARKANSAS r -x sNm` c-aT Y: REWSKHig: DATE February 10, 2006 ELEVATION - BUILDING C A6.03 V Z 0 _J m J W 2 to O E L N 2 coo Ix —0 > a LU Q .20 Y 0LL Q � te�// c � W. / un V CO � REWSKHig: DATE February 10, 2006 ELEVATION - BUILDING C A6.03 E.I,F CANOPY -2 MODIFIED BITUMEN ROOFING ON BLOCKING AS REQUIRED FOR WIJ –E.I, F,S-3 MATERIAL LEGEND ar EXTERIOR INSULATED FIN ISH SYSTEM CANOPY4 CANVAS ON I- ALUMINUM TUBE 3F E,I.F S4 5C Nn. 3F DASHED LINE IROlC�iEB 4'-0"OF PLYW000 it 10411 t West Markham, Suite 220 utna RocK. ArKansas 72205 Aam .-2 E,I.F.S-3 MASONRY BRICK VENEER ��t SHEATHING E,I,F,S-1 E.I.F.S.-0 rcnitocw•c41-n SCONCE CAHpPY-1 EI F.y� ON ALUMINUM FRAME (RE: WALL SECTIONS) E-I,F,Sti4 �' E.I.F.S.-2 W CANOPY -3 E.I,Fs 4 S1AIlO:VMLSrEEi FRAOwO CANOPY -1 t MOUNTING SUPPORT. tl.F. E.l,F,S.i i_ _ __—_-- _ _ — --____ -- N ■ W O E N CO3d7VEC�:. Q �Q W20 o" E.3.F.S.4 e� REGISTERED I u CL V) C) co J = W ARCHITECT m - t REVISIONS: i ARKANSAS ✓--_ N cel Y r 1 QP': iW. CANOPY -2 r STONE- �lj STONE STONE- ALG STONE E I.F,$-•i E-l.F,&:2 .� EI F.S�2 STONE - E F.S-2 EI, F.S,-Z ALG s.-•�-ti T,.�� AI.G E I F.S,-3 ALG w r .+�� _ B -EAST 3 BAYS SiiONE ELF .S-2 STONE EAF.5:2 SDUTH ELEVATION BUILDING SOUTH ELEVATION 8U1LUIhtt+ B -WEST 5 BAYS x r 3E 2E 1M • 1'4' SY.1W I 4- I Q � I CANOPY -2 MODIFIED BITUMEN ROOFING ON BLOCKING AS REQUIRED FOR WIJ –E.I, F,S-3 MATERIAL LEGEND ar EXTERIOR INSULATED FIN ISH SYSTEM CANOPY4 CANVAS ON I- ALUMINUM TUBE –E.I.FS.-2 1 E.I,F$:3 ~�� E.I�F.S,� - DASHED LINE INDICATES RE: PROJECT MANUAL FOR COLORS) rCANOPY-1 i ir �Y'Z BRICK MASONRY BRICK VENEER 4'-O" OF PLYWOOD SHEATHING ALUMINUM STOREFRONT WITH GLASS CANOPY -1 STANDING SEAM METAL PANEL SCONCE WALL SCONCE. RE: ELEC FOR (RE: WALL SECTIONS) ON ALUMINUM FRAME FIXTURETYPE MOUNTAT14' 'AF.F, W CANOPY -3 AND PROVI DE SOLID TREATED S1AIlO:VMLSrEEi FRAOwO V/ MOUNTING SUPPORT. N ■ W O E N Q �Q W20 o" E.3.F.S.4 2t I u CL V) C) co J REVISIONS: i 1 CANOPY -2 r - - .� EI F.S�2 STONE - STONE E.1 F 5.-2 ALGw s.-•�-ti T,.�� I_iiL`$3.ihr'^ r .+�� _ B -EAST 3 BAYS SiiONE ELF .S-2 STONE EAF.5:2 SDUTH ELEVATION BUILDING z r ALG nLG 3E SY.1W I � I 1 �170VYER� FRdNT VIEW G V/ EXTERIOR FINISH MATERIAL LEGEND W_F.rA<.--A- EXTERIOR INSULATED FIN ISH SYSTEM CANOPY4 CANVAS ON I- ALUMINUM TUBE (X -COLOR FOR FINISH MATERIAL FRAME RE: PROJECT MANUAL FOR COLORS) STONE CULTUREDSTONEVENEER BRICK MASONRY BRICK VENEER ALG ALUMINUM STOREFRONT WITH GLASS CANOPY -1 STANDING SEAM METAL PANEL SCONCE WALL SCONCE. RE: ELEC FOR ON ALUMINUM FRAME FIXTURETYPE MOUNTAT14' 'AF.F, W AND PROVI DE SOLID TREATED S1AIlO:VMLSrEEi FRAOwO V/ MOUNTING SUPPORT. G V/ Z MJ W J W V/ N ■ W O E N Q �Q W20 o" 2t m u CL V) C) co J REVISIONS: PROJECTNO. 6$645.01 DATE: February 10, 2006 ELEVATION - BUILDING B A6.04 ©— STONE -j J STGNE LF.RMIDE SOLID TREATED WD. EJ.F.8.2 f , NORTH ELEVATION BUILDING B -B EI Fs.z JJ BLOCKING AS REQUIRED FOR E].FS.3 3F' LC•I'4 w LIGHT FIXTURES AT EXIT DOORS 1 Z (TYPICAL) 1 s I� E.IF.5.3 _.�un��.-.�� _:•._-'.�_'s�:.�I`w`-���3��-_'.rte _� ...ter•. 3F DASHED LINE INDICATES4' ' w Z I• �.'; r E.I.FSrI (RE: WALL SECTIONS) - E,I,F.S.-1 LU i 3F E LRS. -1 fiF v STONE DASHED LINE INDICATES 4'-0" ' E T.FS.r4 M.v! t 1 LU L cc OF PLYWOOD SHEATHING Om El.FS.•1 > ' Q LU i^ (RE: WALL SECTIONS) a CD Cc g yEj STONE EAST ELEVATIQN BUILDING B cn J E -I. FS. -2 ELF,S'- 5F 111.6 E LRS. -3 ,�-.rn EI,F$-1 - EI.F.$-1 - a 5E - - _____._ __ ---- _-- �.___ ---____-. ___-- Afe1 ! 413 EXTERIOR FINISH MATERIAL LEGEND t Aln E.I.F.S. •-%- EXTERIOR INSULATE. FINISH SYSTEM CANDPY3 CANVAS ON V ALUMINUM TUBE (X=COLOR FOR FINISH MATERIAL FRAME RE: PROJECT MANUAL FOR COLORS) STONE CULTURED STONE VENEER - BRICK MASONRY BRICK VENEER ALG ALUMINUM STOREFRONT WITH GLASS N CANOPY -1 STANDING SEAM METAL PANEL SCONCE WALL SCONCE RE: ELEC. FOR FIXTURETYPE MOUNT AT IJ' -0 -ARF. STONE •'• .F r •rtes• ON ALUMINUMFRAME MODIFIED BITUMEN ROOFING ON AND PROVIDE SOLI. TREATED FOR .. r ==_.= -. �� •� J ', : - P _ F �` .rrrL� •' 'F CANOPY.2 STRUCTURAL STEEL FRAMING BLOCKING AS REQUIRED MOUNTING SUPPORT. : xJ � L . RY{1 STONE PROVIDE SOLID TREATED WD. E FS -2 STONE 1 BLOCKING AS REQUIRED FOR E F S -3 NORTH ELEVATION 6UILDIN(3 B•R 1 Z LIGHT FIXTURES AT EXIT DOORS i:F r�'•YC (TYPICAL) IE J DASHED LINE INDICATES 4--W OFPLYWOOD SHEATHING E.I.F.$--2 E,LRSS-2 +w o+ - ' � - E } (RE: WALL SECTIONS) E,I.F S-1 E,I.F.S,-1 EAF.S.-2 ELF.Sr1 YE --_-----_.-�__.___,---_- _ o7f, --------------------__.__----.__ __--_____ _----__ _�..�--- ---------- 4. 4s TI7CI oo' ooT EFS.-0 El FS -2 STONE -j J STGNE LF.RMIDE SOLID TREATED WD. EJ.F.8.2 f , NORTH ELEVATION BUILDING B -B EI Fs.z JJ BLOCKING AS REQUIRED FOR E].FS.3 3F' LC•I'4 w LIGHT FIXTURES AT EXIT DOORS 1 Z (TYPICAL) 1 s I� EI.F.S.-1 E.IF.5.3 _.�un��.-.�� _:•._-'.�_'s�:.�I`w`-���3��-_'.rte _� ...ter•. 3F DASHED LINE INDICATES4' ' E lF S.-2 OF PLYWOOD SHEATHING Atpp EIFS-2 I• �.'; r E.I.FSrI (RE: WALL SECTIONS) - E,I,F.S.-1 LU i E LRS. -1 N STONE EI.F.S.-1 E.IF.5.3 J A', CANOPY-F.S-2 LU N STONE J � ' ELAS -2 STORE _ E LU L cc 70 Om -0 > ' Q LU i^ Q0 a CD Cc g yEj STONE EAST ELEVATIQN BUILDING B cn J E -I. FS. -2 ELF,S'- 5F 111.6 E LRS. -3 ,�-.rn 0 0 scm 1 0 4 1 1 West Markham, Suite 220 Llttle Rock, Arkansas 72205 �yy lyyw�p�pYnarchll 4[d �vYri FcR�R ON�RE ARCHITECT H • 1 W ARKANSAS r'= m_ C -B7 RCIRSIOHi PROJECT NO, 05045.01 DATE: February 10, 2006 ELEVATION - BUILDING B .y A6.05 I T EE LMf.N Cr . c ON NE LLr a 1.1 ELEY w• c• � �� V J M� W J LU N J � a .N �0 E LU L cc 70 Om -0 > ' Q LU i^ Q0 2 t CD Cc 101- cn U cn J RCIRSIOHi PROJECT NO, 05045.01 DATE: February 10, 2006 ELEVATION - BUILDING B .y A6.05 I T EE LMf.N Cr . c ON NE LLr a 1.1 ELEY w• c• � �� mh ow JllA6 41. �r _ • ► � Pa E 4 W7 i`IBM y �►� r � � L wr �^ • t r +41 1„n f r;.+ .� _ r ` Ve "`` . rel• "' �r *;' •�• y• ;-�� � .F,,� � rid i r - 1 �—..C` r At _ w 0 (� 3 0- A9) RC AC.3 es AS I E1.F.P.-1 E I.F.S.-2 EJ.F.S.-1 EI.F.S.-3 F T ft -Z STONE DASHED LINE INDICATES OF PLYWOOD SHEATHING (RE: WALL SECTIONS) Nx %ll ELEVATION - 11111NG A STONE- STONE - ST E PROVIDE SOLID TREATED W0. IF EI. F.S-1 SF WEST ELEVATION-BUILDINGA y.,o scm 1 0 4 1 1 West Markham, Suite 220 Llttle Rock, Arkansas 72205 11MMNI �acT•Yt arc FltsvctO.cvm -2 3 W REGISTEREDN ' ARCHITECT 1 - W ARKANSAS C -B7 r '••''7EGTS.4F':r F LIF S-1 STONE- STONE - ST E PROVIDE SOLID TREATED W0. i EI.FS•1 CD _ _ �i ril ter► _ E.IF.S.-I FRAME RE: PROJECT MANUAL FOR COLORS) STONE CULTURED STONE VENEER BRICK E.IF A•1 AUG ALUMINUM STOREFRONT WITH GLASS CANOPY -1 STANDING SEAM METAL PANEL SCONCE WALLSCONCE RE ELEC. FOR _ FIXT ETYPE. MOUNTATW4 ARF - --=— ------ — -- — — — — --�-- --- ----- MOUNTING SUPPORT. MR _J m STONE ui `STONE .fig. EI,F,s.•z ' w VJ }�� J � 36 SOUTH ELEVATION - BUILDING A Vt•-,vr (n �t OL E R N ui c DASHED LINE INDICATES 4•-0- US Q EIF.S-2 OF PLYWOOD SHEATHING (RE: WALL SECTIONS) E.I.F.5.1 -2 101— cA U N REYISIO[lS PROJECT NO. $ 05045.01 s; z NE DATE: February 10, 2006 STONE STONE STONE ELEVATION - ELFS-1 I- Fsa BUILDING A STONE- STONE - ST E PROVIDE SOLID TREATED W0. i �'� _ il,� _ _ �i ril ter► _ i FRAME RE: PROJECT MANUAL FOR COLORS) STONE CULTURED STONE VENEER BRICK MASONRY SRICKVENEER AUG ALUMINUM STOREFRONT WITH GLASS CANOPY -1 STANDING SEAM METAL PANEL SCONCE WALLSCONCE RE ELEC. FOR ON ALUMINUM FRAME FIXT ETYPE. MOUNTATW4 ARF - CANOPY -2 MODIFIED BITUMEN ROOFING ON AND EATED BLPROVIDE REQUIOLD RED BLOCKING AS REORT FOR STRUCTURAL STEEL FRAMING MOUNTING SUPPORT. MR -2 101— cA U N REYISIO[lS PROJECT NO. $ 05045.01 s; z NE DATE: February 10, 2006 STONE STONE STONE ELEVATION - ELFS-1 I- Fsa BUILDING A STONE- STONE - ST E PROVIDE SOLID TREATED W0. F BLOCKING AS REQUIRED FOR E I F S,3 LIGHT FIXTURES AT EXIT DOORS (X=COLOR FOR FINISH MATERIAL. (TYPICAL) FRAME RE: PROJECT MANUAL FOR COLORS) -2 101— cA U N REYISIO[lS PROJECT NO. $ 05045.01 s; z NE DATE: February 10, 2006 STONE STONE STONE ELEVATION - ELFS-1 I- Fsa BUILDING A EAST ELEVATION -BUILDING A G A6,01 STE-cLMAN C w w c x � r• c r a 5 EXTERIOR FINISH MATERIAL LEGEND ELF,S.--X- EXTERIOR INSULATED FINISH SYSTEM CANOPY -3 CANVAS ON I- ALUMINUM TUBE (X=COLOR FOR FINISH MATERIAL. FRAME RE: PROJECT MANUAL FOR COLORS) STONE CULTURED STONE VENEER BRICK MASONRY SRICKVENEER AUG ALUMINUM STOREFRONT WITH GLASS CANOPY -1 STANDING SEAM METAL PANEL SCONCE WALLSCONCE RE ELEC. FOR ON ALUMINUM FRAME FIXT ETYPE. MOUNTATW4 ARF - CANOPY -2 MODIFIED BITUMEN ROOFING ON AND EATED BLPROVIDE REQUIOLD RED BLOCKING AS REORT FOR STRUCTURAL STEEL FRAMING MOUNTING SUPPORT. EAST ELEVATION -BUILDING A G A6,01 STE-cLMAN C w w c x � r• c r a 5 E.I.F 44 ALG E I.F. { DA) DA.3 DA.6 Og I l w I S.VU_l 1=LEVATIIIN-11111LDING D p7 D6.6 D6.3 (06)[ 0f 0 8 a I' Q SOUT3-IELEVATION-I UILOIP[GD 3G 1Y•*P EXTERIOR FINISH MATERIAL LEGEND E.LF.S.-•X• EXTERIOR INSULATED FINISH SYSTEM [ Dg } DA.6 DA3 (X=COLOR FOR FINISH MATERIAL SOUT3-IELEVATION-I UILOIP[GD 3G 1Y•*P LIU I FIX I UHtJ AI tAlI UUU- - (TYPICAL) D i scm 1 0 4 1 1 Wes[ Markham' S—U 2220 Lltti. FOG1C AMM--- 92205 RRl �I r!:.fa tir iTG I IFwe0.Y wun1vmxtK]>71Le41a• cOrtY ,. �.0 REGISTERED V= 1 W ARCHITECT m: Y ARKANSAS C -B7 m' -''•'7115 � 4 ��: v+ EXTERIOR FINISH MATERIAL LEGEND E.LF.S.-•X• EXTERIOR INSULATED FINISH SYSTEM CANOPY. CANVAS ON I'ALUMINUM TUBE Z (X=COLOR FOR FINISH MATERIAL FRAME RE: PROJECT MANUAL FOR COLORS) STONE CULTURED STONE VENEER BRICK MASONRY BRICKVENEER ALG ALUNNUM STOREFRONT N7TH GLASS CANOPY -1 STANDING SEAM METAL PANEL SCONCE WALL SCONCE RE ELEG FOR ON ALUMINUM FRAME FORUM TYPE MGQRT AT WWAX I AND PROVIDE SOLID TREATED CANOPY -2 MODIFIED BRUMENROOFING ON BLOCKING AS REQUIRED FOR STRUCTURAL STEEL FRAMING MOUNTING SUPPORT LIU I FIX I UHtJ AI tAlI UUU- - (TYPICAL) D i scm 1 0 4 1 1 Wes[ Markham' S—U 2220 Lltti. FOG1C AMM--- 92205 RRl �I r!:.fa tir iTG I IFwe0.Y wun1vmxtK]>71Le41a• cOrtY ,. �.0 REGISTERED V= 1 W ARCHITECT m: Y ARKANSAS C -B7 m' -''•'7115 � 4 ��: v+ Z J_ in J W V/ J C a 'CIO H p E rn L '00 -.me. O > W 4% 0 O I0 NNv 2 t cc a Vi L) n REVISIONS: PROJECT NO. 05045.01 DATE: February 10, 2006 ELEVATION - BUILDING D A6-,02 STEELMAN CONNELL MOSELEY 14u ,.....�r _ r� F [. Scm 5TEELFIAN CONNELL MOSEL_- 1 O 4l 1 West Markham, Sulle 220 LitRock, k, Arka.nnss as 72205 Ul l fie aaa-wad �y-y�y, qOm arch lipp Sa. com _., REGISTERED ' w • ARCHITECT m i � c ARKANSAS r= *�, m GB7 r EXTERIOR FINISH MATERIAL LEGEND E I.F.S.--V EXTERIOR INSULATED FINISH SYSTEM CANOPY. CANVAS ON('ALUMINUM TUBE )%-COLOR FOR PINISN MATERIAL FRAME W PROJECT MANUAL FOR COLORS) STONE CULTURED STONE VENEER BRICK MASONRY BRICK VENEER ALG ALUMINUM STOREFRONTWITH GLASS CANOPY -1 STANDING SEAM METAL PANEL SCONCE WALL SCONCE RE ELEC. FOR OHALUM"l,""t ME J FIXTURETYPE MOUNTATWA.FF. AND PROVIDE SODDTREATED CANOPY -2 MODIFIED BITUMEN ROOFING ON BLOCIONCASREOUMEOFOR STRUCTURAL STEEL FRAMING MOUNTING SUPPORT_ 14u ,.....�r _ r� F [. Scm 5TEELFIAN CONNELL MOSEL_- 1 O 4l 1 West Markham, Sulle 220 LitRock, k, Arka.nnss as 72205 Ul l fie aaa-wad �y-y�y, qOm arch lipp Sa. com _., REGISTERED ' w • ARCHITECT m i � c ARKANSAS r= *�, m GB7 r PROJECT NO. 05045.01 DATE: February 10, 2006 ELEVATION - BUILOING C A 6.03 STEELMAN CO NNELL MOSELEY w• c• � r• c r• dmf _Z D J_ m J J W c d E y W 'a C o cc > Q _O Wap c� U) Y 20 LI. 2 ow ca_. a. CIO 0 fn J REVISIONS: PROJECT NO. 05045.01 DATE: February 10, 2006 ELEVATION - BUILOING C A 6.03 STEELMAN CO NNELL MOSELEY w• c• � r• c r• dmf n IN —E.I.F,S.-3 = —E,I.F.S: 2 r `CANOPY -1 II ' Q E I,F.S.-3 DASHED LINE INDICATES 4'-O" OF PLYWOOD SHEATHING CANOPY -2 F. EIRS:2 S STONEE SOUTH ELEVATION BUILDING B - EAST 3 BAYS TOWER FRONTMEWWER FRONTVIEW (3 r-rr SCAM, STEELMAN CONNELL rs OSE—, 1 041 1 Wes[ Merle — S-1 220 Little Flock- ACKansaa 72205 WW�1t N1 Ea.sWppgGe'narcMiLtl�G�I�.04�'>'I = J REGISTERED W ARCHITECT N U, :Y ARKANSAS r- lit C-67 U) EXTERIOR FINISH MATERIAL LEGEND EJ,FS,-'X' EXTERIOR INSULATED FINISH SYSTEM CANOPY -3 CANVAS ON ( -ALUMINUM TUBE Z (X=COLOR FOR FINISH MATERIAL FRAME RE: PROJECT MANUAL FOR COLORS) STONE CULTURED STONE VENEER BRICK MASONRY BRICK VENEER ALG ALUMINUM STOREFRONT WITH GLASS CANOPY -1 STANDING SEAM METAL PANEL SCONCE WALL SCONCE. RE: ELEC FOR ON ALUMINUM FRAME FIXTURE TYPE. MOUNT AT 14'-0-A F F. CANOPY -2 MODIFIED BITUMEN ROOFING ON EATED ANDPRO AS REQUIOU D RED BLOCKING AS REORT. FOR STRUCTURAL STEEL FRAMING MOUNTING SUPPORT. Q E I,F.S.-3 DASHED LINE INDICATES 4'-O" OF PLYWOOD SHEATHING CANOPY -2 F. EIRS:2 S STONEE SOUTH ELEVATION BUILDING B - EAST 3 BAYS TOWER FRONTMEWWER FRONTVIEW (3 r-rr SCAM, STEELMAN CONNELL rs OSE—, 1 041 1 Wes[ Merle — S-1 220 Little Flock- ACKansaa 72205 WW�1t N1 Ea.sWppgGe'narcMiLtl�G�I�.04�'>'I = J REGISTERED W ARCHITECT N U, :Y ARKANSAS r- lit C-67 U) Z J_ m J W U) .� Ell-, � rn H' O d 1n LCL N —0 j �Q W 0 O V V) m 00 cc ca a- V) L) co J PROJECT NO. 05045.01 DATE: February 10, 2006 ELEVATION - BUILDING B A6.04 STEELMAN CONNELL 1:11 -El PROVIDE SOLID TREATED WD. E-IF.S-2J I �Ii STOi'E-J z BLOCKING AS REQUIRED FOR E I,F, S: 3 NOR7F1 ELEVATION BUILDING B•A t i LIGHT FIXTURES AT EXIT DOORS (TYPICAL) 7F i9"•,'� E Ho 6. " :;' fes'•;:.; . i DASHED LINE INDICATES 4'-0" • T - -- - ,-_ _ - i 0 OF PLYWOOD SHEATHING EI, F.S.-2 E.I.F. S:2 1 (RE: WALL SECTIONS) EI, F,S•-1 i E.I.FS.-1 E.I.F9: 1 1 0 � o _----�--- -_.-.---- - ------ - ff__.--- ---------------------- --.-- -- - - - - -- .r.�- 1 FCfll ALq QRT T�fl LOOT OFjT _ - STONE E1FS; 2J PROVIDE SOLID TREATED WD. BLOCKING AS ,N I RED FOR LIGHT FIXTURES AT EXIT DOORS r (TYPICAL) l i I~ EMORTH ELEVATION BUILDING 1 -11 �., DASHED LINE INDICATES 4'-0' ]F ~ 1. _ - - - -- Ii� -_- E.I-F.S•t OF PLYWOOD SHEATHING Mol E 1.F.8.d •--- f,-�EJF-S-1 (RE: WALL SECTIONS) I. j E I,F S-1 E.LF-s-2 E.I-F.S-1 E.I,F,44 E- -F-S.72 _ T EI_ - ,.5= E 4 -------- * --------- TI E5TgH5-2� ..r Ell s_2 5F EASTELEVATIOK BUILDINGB ALG E.1.F.S.� .s. rr scm 1 O 41 1 Wes[ Ma am. Suil. 220 Little ROCK ArRansas 72205 i vm —,No— r -ppmV.oW+1 x WARCHITECT N = I .w m. :Y ARKANSAS C-67 cn EXTERIOR FINISH MATERIAL LEGEND EtF.S X- EXTERIOR INSULATED FINISH SYSTEM CANOPY) CANVAS ON 1' ALUMINUM TUBE (X=COLOR FOR FINISH MATERIAL FRAME RE: PROJECT MANUAL FOR COLORS) STONE CULTURED STONE VENEER BRICK MASONRY BRICK VENEER ALG ALUMINUM STOREFRONT WITH GLASS CANOPY -1 STANDING SEAM METAL PANEL SCONCE WALL SCONCE RE: ELEC- FOR DASHED LINE INDICATES4'-0" ON ALUMINUM FRAME J FIXTURETYPE. MOUNTATI4'-0'AFF AND PROVIDE SOLID TREATED CANOPY -2 MODIFIED BITUMEN ROOFING ON OF PLYWOOD SHEATHING BLOCKING AS REQUIRED FOR 2 STRUCTURAL STEEL FRAMING � MOUNTING SUPPORT, PROVIDE SOLID TREATED WD. E-IF.S-2J I �Ii STOi'E-J z BLOCKING AS REQUIRED FOR E I,F, S: 3 NOR7F1 ELEVATION BUILDING B•A t i LIGHT FIXTURES AT EXIT DOORS (TYPICAL) 7F i9"•,'� E Ho 6. " :;' fes'•;:.; . i DASHED LINE INDICATES 4'-0" • T - -- - ,-_ _ - i 0 OF PLYWOOD SHEATHING EI, F.S.-2 E.I.F. S:2 1 (RE: WALL SECTIONS) EI, F,S•-1 i E.I.FS.-1 E.I.F9: 1 1 0 � o _----�--- -_.-.---- - ------ - ff__.--- ---------------------- --.-- -- - - - - -- .r.�- 1 FCfll ALq QRT T�fl LOOT OFjT _ - STONE E1FS; 2J PROVIDE SOLID TREATED WD. BLOCKING AS ,N I RED FOR LIGHT FIXTURES AT EXIT DOORS r (TYPICAL) l i I~ EMORTH ELEVATION BUILDING 1 -11 �., DASHED LINE INDICATES 4'-0' ]F ~ 1. _ - - - -- Ii� -_- E.I-F.S•t OF PLYWOOD SHEATHING Mol E 1.F.8.d •--- f,-�EJF-S-1 (RE: WALL SECTIONS) I. j E I,F S-1 E.LF-s-2 E.I-F.S-1 E.I,F,44 E- -F-S.72 _ T EI_ - ,.5= E 4 -------- * --------- TI E5TgH5-2� ..r Ell s_2 5F EASTELEVATIOK BUILDINGB ALG E.1.F.S.� .s. rr scm 1 O 41 1 Wes[ Ma am. Suil. 220 Little ROCK ArRansas 72205 i vm —,No— r -ppmV.oW+1 x WARCHITECT N = I .w m. :Y ARKANSAS C-67 cn J_ Z I gF 5F x I DASHED LINE INDICATES4'-0" ELF.S-2 J la l OF PLYWOOD SHEATHING E. F. S: 1 2 � (RE: WALL SECTIO NS) Q •v' Hv0 E CD cc Or-, r EF -S -1 C o - > �a W a E :,FF G..2 o� E.I. F -S.-1 QV o7E e 2 t m C3 CD� t E,LFS.•S. U cn REVISIONS: 1_ raw I i6 r e O�1 Qom' nllco' r PROVIDE SOLID TREATED WD. E-IF.S-2J I �Ii STOi'E-J z BLOCKING AS REQUIRED FOR E I,F, S: 3 NOR7F1 ELEVATION BUILDING B•A t i LIGHT FIXTURES AT EXIT DOORS (TYPICAL) 7F i9"•,'� E Ho 6. " :;' fes'•;:.; . i DASHED LINE INDICATES 4'-0" • T - -- - ,-_ _ - i 0 OF PLYWOOD SHEATHING EI, F.S.-2 E.I.F. S:2 1 (RE: WALL SECTIONS) EI, F,S•-1 i E.I.FS.-1 E.I.F9: 1 1 0 � o _----�--- -_.-.---- - ------ - ff__.--- ---------------------- --.-- -- - - - - -- .r.�- 1 FCfll ALq QRT T�fl LOOT OFjT _ - STONE E1FS; 2J PROVIDE SOLID TREATED WD. BLOCKING AS ,N I RED FOR LIGHT FIXTURES AT EXIT DOORS r (TYPICAL) l i I~ EMORTH ELEVATION BUILDING 1 -11 �., DASHED LINE INDICATES 4'-0' ]F ~ 1. _ - - - -- Ii� -_- E.I-F.S•t OF PLYWOOD SHEATHING Mol E 1.F.8.d •--- f,-�EJF-S-1 (RE: WALL SECTIONS) I. j E I,F S-1 E.LF-s-2 E.I-F.S-1 E.I,F,44 E- -F-S.72 _ T EI_ - ,.5= E 4 -------- * --------- TI E5TgH5-2� ..r Ell s_2 5F EASTELEVATIOK BUILDINGB ALG E.1.F.S.� .s. rr scm 1 O 41 1 Wes[ Ma am. Suil. 220 Little ROCK ArRansas 72205 i vm —,No— r -ppmV.oW+1 x WARCHITECT N = I .w m. :Y ARKANSAS C-67 cn J_ M� W J Uj 2 Q •v' Hv0 E CD cc Or-, 'a C o —0 > �a W a o� QV Ycc 2 t m C3 CD� t 0- cn U cn REVISIONS: PROJECT NO. 05045.01 DATE: February 10, 2006 ELEVATION - BUILDING B A6.05 STEELMAN C MNELL f105ELET w w c x �♦• c am• �mx 2 WEST ELEVATION EAST ELEVATION NORTH ELEVATION scm A R C H I T E C T S P. A. Building 1 SHACKLEFORD CROSSING RETAIL DEVELOPMENT LITTLE ROCK, ARKANSAS Clary Development Corporation Cypress Plaza 2200 N. Rodney Parham, Suite 210 Little Rock, Arkansas 72212 Tel. 501-225-0204 Fax 501-225-3085 CLARY E-mail cdc@clarydev.com NORTH ELEVATION SOUTH ELEVATION WEST ELEVATION scm A R C H I T E C T s P. A. Building 2 SHACKLEFORD CROSSING RETAIL DEVELOPMENT LITTLE ROCK, ARKANSAS Clary Development Corporation Cypress Plaza 2200 N. Rodney Parham, Suite 210 Little Rock, Arkansas 72212 T,1.501-225-0204 Fax 501-225-3085 CLARY E-mail cdc@clarydev.com SOUTH ELEVATION NORTH ELEVATION EAST ELEVATION Building 3 SHACKLEFORD CROSSING ScM RETAIL DEVELOPMENT LITTLE ROCK, ARKANSAS A R C H I T E c T s P. A. Clary Development Corporation Cypress Plaza 2200 N. Rodney Parham, Suite 210 Little Rock, Arkansas 72212 Tel. 501-225-0204 Fax 501-225-3085 CLARY E-mail cdc@clarydev.com EAST ELEVATION scm A R c H I T E c T s P. A. Building 4 SHACKLEFORD CROSSING RETAIL DEVELOPMENT LITTLE ROCK, ARKANSAS Clary Development Corporation Cypress Plaza 2200 N. Rodney Parham, Suite 210 Little. Rock, Arkansas 72212 T, -l. 501-225-0204 Fax 501-225-3085 CLARY E-mail cdc@clarydev.com