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EXTERIOR ELEVATIONS KEYED NOTES <br /> 1 DESCRIPTION <br /> 2 ALL OUTLINED SIGNS(NOT DARKENED) 4 C A2.2 19 1 UTIUTY SIZE FACE BRICK.NO MITERED CORNERS AT <br /> ARE USED AT WALGREENS DISCRETION 34 A2.2 <br /> A2.y A y ENTRANCE PIERS.USE 735'SPECIAL BRICK SHAPE. FACILITIES PLANNING,DESIGN,&ENGINEERING <br /> E 7'-9• E E zs'-it I/z' ED E 1z•-9• EO Q SPUT-FACE BLOCK. 106 WILMOT ROAD <br /> 3s e 4 7 3 WALGREENS SIGN 6 7 S 'i O3 SMOOTH-FACED MANUFACTURED LIMESTONE. DEERFIELD,IL 600155105 <br /> O PREFINISHED SHEET METAL COPING,GUTTERS,AND NOTE <br /> rDOWNSPOUTS.INTERNAL ROOF DRAINS ARE PREFERRED THIS DRAWING IS PROPERTY OF THE WALGREEN COMPANY.IT <br /> IN NORTHERN CUMATES. IS MEANT FOR REFERENCE ONLY.ANY OTHER USE OR <br /> 1 I I 2 REPRODUCTION IN PART OR IN TOTAL IS PROHIBITED WITHOUT <br /> _ __ OS WALL HYDRANT. AUTHORIZATION FROM THE WALGREEN COMPANY. <br /> 2 A1.3 O RED'W/LLGREENS"SCRIPT SIGN,INTERNALLY <br /> ILLUMINATED.SEE DETAILS ON SHEET A5.2. <br /> 30 2J Qi INDIVIDUAL LEITER SIGN.SEE SHEET A5.2. TURNKEY PROJECT:ROJECT TYPE <br /> e OOF U . <br /> -- ----- WALGREENS'DRAWINGS AND SPECIFICATIONS ARE INTENDED <br /> i 16 16 31 I 31 9 TOTE ROOF.SEE�2.. A J 2D L J 18 ' 10ZRNE <br /> L FL ARCHITECTURAL,STRUCTURAL,MECHANICAL,AND ELECTRICAL <br /> OMATCOUNTED <br /> 77 CONSTRUCTION WORK BY LANDLORDS'CONTRACTOR UNLESS <br /> ® SH COMPACTOR CONDITIONS WHERE THERE IS A NOTED OTHERWISE. <br /> SECOND SEPARATE ENCLOSURE.PROVIDE A SECOND <br /> FIXTURE. <br /> 2 5 x x x 21 x x 12 RAIN SHIELD. <br /> (INDICATE 2y rj FOUNDATIONS SHALL NOT BE 13 TRASH <br /> OMPACTO AND TOTE ENCLOSURES.SEE SIGN AREA SUMMARY <br /> N,S.E.oR w)EXTERIOR ELEVATION EXPOSED.PROVIDE BRICK FRONT TOWER ELEVATION <br /> 1 A2.2 SIM. LEDGES ) 1/g.= 1•_p• to PIPE BOLLARD.SEE DETAIL. <br /> 1/B•=1'-°• ENATION ()Il (INDICATE N,S.E OR W) A <br /> t5 FLEXIBLE DELINEATION POST.FASTEN 70 CONCRETE PT I <br /> WITH BOLTSWALGREENS <br /> IN 1 <br /> ALL USEDOUTLINEDAT 18 SIGNS(NOT DARKENED) WINDOW SIGN. SEE SHEET A5.2. 11 24 HR INDIVCUAIL <br /> x ARE USED AT WALGREENS DISCREnOH 3 1/8"THICK BENT STEEL PLATE(TO PROTECT A LETTER <br /> y A <br /> E 12'-9• ED E 2s'-11 1/z• E 7'-9• E 17 DOWNSPOUT),BOLTED TO MASONRY.COPE AROUND 120.71 SF <br /> A2.2 BULLNOSE.PAINT TO MATCH DOWNSPOUT.SEE DETAIL ELEVATION 2(INDICATE N,S,E OR YQ <br /> WALCREI:NS SCRIPT SIGN t <br /> TYP. 35 9/A2.2. <br /> -CLEARANCE"SIGN.SEE DETAIL ON SHEET A5.2. 1 4 R IN IN <br /> _ - 27 '��� 1p WALGREEN D GRAPHIC BEYOND.SEE DETAIL ON SHEET 1 PHARMA Y IN R <br /> A2.2 AND A5.2. I THR PHARMACY % F <br /> -- - 6 c m O GLAZING SYSTEM. 126.71 S.F. <br /> - 21 STANDING SEAM METAL ROOF. LEVATION 3(INDICATE N,S,E OR <br /> yD W I i •-4 1 4 N IP <br /> Li <br /> ®26GA.GALVANIZED ND PANEL WITH END CLOSURES. <br /> PREFINISHED IN STANDARD COLOR THAT MOST <br /> Jt I 1g � 31 I g - 4'-0' W APPROXIMATE THE ADJACENT BRICK. <br /> L—J 29 L—J 2 10ELEVAT40W 4(INDICATEI N,S,E OR W) <br /> y AWNING DASHED IN FOR CLARITY. <br /> x t8 � Q BOTTOM OF LOWER CASE LETTERS TO BE A MINIMUM XIT X N <br /> OF 18•BELOW ROOF UNE: OR SIGN TO BE MOUNTED <br /> � ON RACEWAY TO AVOID ROOF MEMBRANE PENE7RATON. T T I IN A <br /> PAINT RACEWAY TO MATCH BRICK. <br /> O STONE SILL(TYP.). <br /> x z x x 2g x x 26 ROOF SCUPPERS AT INTERVALS AS REQUIRED BY SITE SIGN AREA <br /> O SPECIFIC JOB.INTERNAL ROOF DRAINS WITH OVERFLOW ONE PYLON SIGN: <br /> (INDICATE SCUPPERS ARE REQUIRED IN NORTHERN CUMATES UPPER CABINET 1 X 89.92=89.92 S.F. <br /> SEWER ENTRANCE O GRADE WITH LOWER CABINET -a- II 10-11-)l X 40.03- 40.03 S.F. <br /> 2 1/B•=1'-0• SCUPPERS ABOVE WHEN DOWNSPOUTS ARE USED. <br /> A O AWNING ROOF VENT. T T SIGNAGE 129.95 S.F. <br /> 8'-0• 16'-41/4• <br /> 2B BOX SIGN. A AL NA AREA 462.27 S.F. <br /> 22 To !RGH-FACED MANUFACTURED LIMESTONE. <br /> ALL OUTLINED SIGNS(NOT DARKENED) 4 ®RO(IGH-FACED END(MANUFACTURED LIMESTONE). <br /> x ARE USED AT WALGREENS DISCRETION. 27 A2.2 <br /> PROVIDE MANUFACTURED LIMESTONE 3t SMOOTH-FACED END TO RECEIVE AWNING BRACKET. <br /> BACKGROUND IF SIGN IS INDICATED. 21 6 <br /> 11 4 77 20' 33 11 IN O FACADE ACCENT UGH7.SEE EIEC.DRAWINGS <br /> Q STEP FLASHING W/CAP FLASHING. <br /> O CONTROL JOINT ER ROD AND SEALANT- <br /> COUOR TO MATCHH ADJACENT MATERIAL <br /> O 1•RAKED JOINT W/BACKER ROD AND SEALANT- SIGN ZONING VARIANCES <br /> 35 COLOR TO MATCH ADJACENT MATERIAL ALL DEVELOPMENT VARIANCES.INCLUDING BUILDING <br /> 2 ss ®JUNCTION BOX. SIGNS AND PYLON/AIONUMENT SIGNS ARE THE <br /> 10 RESPONSIBILITY OF THE DEVELOPER AND HIS <br /> x 9 ARCHITECT.IF THE DEVELOPER AND HIS ARCHITECT <br /> 11 B1Y.Di U(RI7 WISH 70 HIRE A SIGN CONSULTANT,AT THEIR <br /> EXPENSE,TO ASSIST IN THE APPROVAL PROCESS, <br /> 36 12k5aMNDM.e.FRAME TOP tt PLEASE CONTACT THE WALGREENS PROJECT <br /> 13 ARCHITECT FOR GEOGRAPHIC RECOMMENDATIONS <br /> EXTERIOR MATERIALS <br /> \ ODE ANALYSIS WITH PRELIMINY <br /> CRITERIA REQUIREMENTS ELEVATIONS AND PROPOSED SIGNAGE ISTO BE <br /> / WOOD OR STEEL STUDS ARE UNACCEPTABLE EXTERIOR PROVIDED TO THE WALGREENS PROJECT ARCHITECTFOR APPROVAL PRIOR TO ZONING SUBMISSION.THIS <br /> CONSTRUCTION MATERIALS FOR WALLS OR ROOFS.ALL ANALYSIS IS TO BE PROVIDED AS SOON AS POSSIBLE <br /> BUILDINGS TO BE IN ACCORDANCE WITH ALLOWABLE AND PRIOR TO LEASE EXECUTION. <br /> 2 3s x 4 is is <br /> A WALL SYSTEMS ON SHEET A2.3- ALL FOUR SIDES. <br /> rINDICATEANY DEVIATION FROM THIS MUST BE APPROVED IN <br /> 3 N,S,E,OR EXTERIOR ELEVATION A ED ED WRITING BY WALGREEN'S PROJECT ARCHITECT. <br /> 1/e•=r-o• <br /> ALL OUTLINED SIGNS(NOT DARKENED) RELOCATION OF LIGHT FIXTURE <br /> ARE USED AT WALGREENS DISCRETION. R REQUIRED WHEN SCRIPT E%TERIOR DOOR COLORS ARE TO MATCH BRICK COLOR. <br /> PROVIDE MANUFACNRED LIMESTONE SIGN IS APPLIED.COORDINATE <br /> BACKGROUND IF SIGN IS INDICATED. LOCATION OF LIGHT FIXTURE <br /> 26 w/ELEc.Dwrs IF PROJECT ELEVATIONS DIFFER FROM THE CRITERIA A APR.2009 REV.FROM CRTERIA FEBRUARY 2007 <br /> yy EXTERIORELEVATIONS,A COLOR RENDERING AND <br /> a 17 MATERIAL SAMPLE BOARD MUST BE SUBMITTED 70 NO. DATE BY DESCRIPTION CONS <br /> 35 x x tt WALGREENS FOR WRITTEN APPROVAL,PRIOR TO <br /> 27 6•_0. SUBMISSION FOR MUNICIPAL APPROVAL. REVISIONS <br /> zt <br /> CERTIFICATION AND SEAL <br /> t - <br /> 26 g� 0 2 THEREBY CERTIFY THAT THIS THESE COPYRIGHTED <br /> PLAN AND SPECIFICATION DRAWINGS ARE TO BE USED AS <br /> WAS PREPARED BY ME OR REFERENCE ONLY.rt Is THE <br /> A I! UNDER MV DIRECT RESPONSIBILITY OF THE <br /> SUPERVISION AND THAT I AM LICENSED PROFESSIONAL TO <br /> 11 A DULY REGISTERED GENERATE PLANS. <br /> tOW 4-0• 11 ELEVATIONS,SECTIONS, D <br /> ARCHITECT OR ENGINEER <br /> EO EO � ADDITIONAL DETAILS BASED <br /> SIGN CODE SUMMARY UNDER THE LAWS OF THE ON THE JOB SPECIFIC FUTURE <br /> SIGNIFIED BY MY HAND AND <br /> PLAN(01).MISUSE ICOF THESE <br /> 13 / 1S PERMIT OFFICIAL: NAME SEAL. DRAWINGS IN ANY WAY MAY <br /> RESULT IN LEGAL ACTION. <br /> x <br /> RN.PLR. PHONE CRITERIA APRIL 2009 <br /> DOORBELL O 4'-0"AFF., PROJECT NAME <br /> x u 17 x s ADJACENT TO RECEIVING 14 3S x x SUMMARY(LIST ANY RESTRICTIONS TO ALLOWABLE SIGN <br /> '° 9 AREA OR PLACEMENT-REVIEW DEVIATIONS'MTI <br /> ROIL-UP DOOR FOUNDATIONS SHALL NOT BE EXPOSED. WALGREENS STORE <br /> (INDICATE A2.2 PROVIDE BRICK LEDGES. WALGREENS): -70 BE COMPLETED BY DEVELOPER OR <br /> 4 N,S,E,OR w)EXTERIOR ELEVATION ARCHITECT OF RECORD. CRITERIA DRAWINGS <br /> 1/8•=1'_p• 114'-0"X 130'-0" <br /> UNIT TYPE ASTM DESIGNATION VERTICAL CONTROL JOINTS SPACING HORIZONTAL REQUIREMENTS MISC.REFERENCES <br /> DRAWING TITLE <br /> LAY C 216 30'O.C.MAX.-10 FROM CORNER MAX. SUP PLANEBETWEEN CMU AND CAST SEE BIA TECHNICAL NOTE 18A EXTERIOR ELEVATIONS,DETAILS,SIGN DATA <br /> LIMESTONE C 568 STONE <br /> CALCIUM SIUCATE C 73-99A <br /> CARD PLOT: SCALE:AS NOTED DRAWING NO. <br /> C 90 SPACINGWAIT TIES O 16 VERTICAL MAX.PLUS UNITS INSTALLED DRY.SEE NCMA TEK 10I s21 t0409.dw0 <br /> 20'O.C.MAX. 4'TO 6'FROM CORNER VENEER REINFORCEMENT O 16•VERTICAL 1D-4,12-1A DRAWN BY: <br /> MAX. MAX.SLIP PLANE BETWEEN BRICK AND VOID PLOT: J.MIeczkO kl <br /> CAST STONE A2.1 n.1 <br /> T STONE C 1364 - WALL TIES O 16•VERTICAL MAX. UNITS INSTALLED WET WITH RAKED JOINTS JOINTS DATE: lsp- 9 „L I <br /> 20'O.C.MAX.-4'TO G'FROM CORNER SUP PLANE BETWEEN BRICK AND CMU ARE POINTED AFTER SET.EXPOSED HEAD JOINTS SUPERSEDES <br /> MAX. TO GET BACKER ROD&SEALANT.SEE CAST PLAN DATED: REVIEWED BY: <br /> STONE TECHNICAL BULLETINS 33,43,&44 NORTHERN GLASS TOWER <br /> ROYCE OF DWGS. <br /> G21-00409 COPYRNiH G-K PENDING C-7 <br />