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3 EXTERIOR ELEVATIONS KEYED NOTES
<br /> ALL OR ALLY OUTLINED SIGNS
<br /> (NOT DARKENED)ARE USED AT DESCRIPTION
<br /> NODISCRETION A ' FACILITIES PLANNING,DESIGN,&ENGINEERING
<br /> EIFS ACRYLIC FINISH COAT ON PORTLAND CEMENT
<br /> EO 8'-2ED 10 7'-9• EO ED 21'-21/2" E 0 12'-g• tQ O 106 ELD,IL ROAD
<br /> WALGREENS SCRIP SIp1F'r LE1 p- STUCCO BASE,(COLOR TO MATCH BENJAMIN MOORE DEERFIELD,IL 60015.5105
<br /> ' 7 6 t r - , SOME WHITE),OVER 12'CMU FILLED WITH
<br /> 0 9 POLYURETHANE FOAM INSULATION IN REINFORCED NOTE'
<br /> ------ - -
<br /> _ - - CONCRETE FRAME. THIS DRAWING IS PROPERTY OF THE WALGREEN COMPANY.IT
<br /> m q SPLIT-FACE BLOCK. ISM EANT FOR REFERENCE ONLY.ANY OTHER USE OR
<br /> PHARMACY _ O REPRODUCTION IN PART GRIN TOTALIS PROHIBITED WITHOUT
<br /> y O ROOF TILE AUTHORIZATION FROM THE WALGREEN COMPANY.
<br /> •i PREFINISHED SHEET METAL COPING,GUTTERS,
<br /> Zo e v AND DOWNSPOUTS.
<br /> _ SCORED ACCENT. PROJECT TYPE
<br /> O RED'WALGREENS"SCRIPT SIGN.INTERNALLY TURNKEY PROJECT:
<br /> { I I e ILLUMINATED.SEE SHEET A5.2. WALGREENS'DRAWINGS AND SPECIFICATIONS ARE INTENDED
<br /> L_ L- , A SHOW ONLY WALGREENS'CRITERIA REQUIREMENTS,ALL
<br /> O INDIVIDUAL LETTER SIGN.ALIGN BOTTOM OF SIGN W/ ARCHITECTURAL,STRUCTURAL,MECHANICAL,AND ELECTRICAL
<br /> t6 18 i BOTTOM OF"W'OF WALGREENS SCRIPT SIGN.
<br /> •� �O �O SEE DETAIL ON SHEET A5.2.NOTE: FOR BUILDING ENGINEERING SHALL FOLLOW THIS CRITERIA,AND BE PROVIDED
<br /> WIDTHS OF 105'-0',USE 16'HIGH INDIVIDUAL LETTER BV LANDLORD'S ARCHITECT AND ENGINEERS.ALL
<br /> --- --- OB ROOF LINE. NOTED CONSTRUCTION ORO BY LANDLORDS'CONTRACTOR UNLESS
<br /> © TOTE ROOF. SEE SHEET C6.2
<br /> xs 2e 2a z0(TYPO 28 2a z xe 70 BOX SIGN. SEE SHEET A5.2.
<br /> (INDICATE FOUNDATIONS SHALL NOT WALL-MOUNTED LIGHT.SEE ELECTRICAL DRAWING&
<br /> , N,s,E,GR w)EXTERIOR ELEVATION BE EXPOSED. FRONT TOWER ELEVATION tt AT TRASH COMPACTOR CONDITION,WHERE THERE IS
<br /> A SECOND SEPARATE ENCLOSURE,PROVIDE A SIGN AREA SUMMARY
<br /> SECOND FIXTURE.
<br /> 4 tg RAIN SHIELD. ELEVATION #1(INDICATE N,S,E,DR W) A
<br /> ALL GRAPHICALLY OUTLINED SIGNS ty TRASH COMPACTOR AND TOTE ENCLOSURES. SEE _
<br /> O DETAILS ON C6.2.
<br /> A (NOT DARKENED)ARE USED AT H T•IN VI R 11,
<br /> WALGREENS DISCRETION t4 PIPE BOLLARD. SEE DETAIL. R IN R
<br /> S 21'-21/Y E E ]'-9• EO EXHIBIT
<br /> O FLEXIBLE DELINEATION POST. FASTEN TO CONCRETE 1 PHARMA Y IN 93101 R
<br /> . S.F.
<br /> EO 12'-9' E WALGREENS SCRIPT SICU ED 8'-Y E ®f■i 15
<br /> WITH BOLTS.
<br /> le WINDOW SIGN. ELEVATION 2(INDICATE N,S,E,OR W)
<br /> 26 I �W�5 12 O 3 t7 1D/�AR.CE
<br /> WSPOU) OLTED TO MNT STEEL L�AION
<br /> E ATE(TO CT NO 1 P 1 W N IP
<br /> PHARMACY DL PHOTO aG�
<br /> ?Z BNT TO MATCH .SE 1 4 H I
<br /> APHARNA IN N R llill S.F.I THR PHARMACY X SIGN1�6 - to GN.SEE DEET A5.2 .98 S.F.
<br /> (TYp,) tg WALGREENS GRAPHIC BEYOND.SEE DETAIL ON ELEVATION #3(INDICATE N.S.E.OR
<br /> SHEETA2.2 AND A5.2. '-4 IP
<br /> T SIGN QSALW;�;
<br /> { -p O COLUMN.
<br /> 4'
<br /> IL- L_ E xy 10 xt BACKS OF PARAPETS MUST BE FLASHED,
<br /> ig 1eto A ,o DECK TO PARAPET CAP. ELEVATION 4(INDICATE N,S,E,OR
<br /> 1
<br /> 4� 1 EIFS ACRYUC FINISH COAT ON PORTLAND CEMENT %I7T SCRIPT SIGN
<br /> STUCCO BASE.(COLOR TO MATCH BENJAMIN MOORE 16.35BONE WHITE),OVER SHEATHING.FlN.FUR. 23 WALL HYDRANT(TYP.) TTA 1 IN NACATE CANOPY DASHED IN FOR CLARITY.
<br /> , WjEXTERIOR ELEVATION 2e 20(T1PJ 2e zg 2s SCRIBE BULLNOSE TO HOLD 71GHT TO BUILDING. ONEEP LONSIGN
<br /> SI AREA
<br /> 1/8"=1-0 26 FLASHING AND COUNTER FLASHING. UPPER CABINET 1 X 89.92 89.92 S.F.
<br /> A 27 FACTORY MADE PRERNISHED METAL GABLE END VENT LOWER CABINET(S-8- 10'-11-)l X 40.03=40.03 S.F.
<br /> g'_p• 1a'-4 1/4- TO MATCH ADJACENT COLOR. TOTAL A 1 .9 F.
<br /> 2g CONTROL JOINT W/BACKER ROD AND SEALANT-
<br /> ALL GRAPHICALLY OUTLINED SIGNS COLOR TO MATCH ADJACENT MATERIAL. TOTAL SIGNAGE AREA 410 51 S.F
<br /> (NOT DARKENED)ARE USED AT 4 k!A!-nl
<br /> N BO%.
<br /> WALGREENS DISCRETION
<br /> 2t t A2.2 a ROOF VENT. A w
<br /> 28 77 a 11
<br /> xe
<br /> EXTERIOR MATERIALS m 1 CRITERIA REQUIREMENTS
<br /> — ------- ----------------
<br /> TomSTEEL
<br /> EXT RIOORR CONSTR CTION ITC ALF dot MA r
<br /> WALLS OR ROOFS. ALL BUILDINGS TO BE LION SIGN ZONING VARIANCES
<br /> t1
<br /> CEMENT An LA R SYNTHETICS MUST KT APPROVED
<br /> FOUR D WITH ON U T K BA K P. ALL DEVELOPMENT VARIANCES,INCLUDING BUILDING
<br /> G ANY D VI ON FR THI SIGNS AND PYLON/MONUMENT SIGNS ARE THE
<br /> IN WRITING BY WALGREEN'S PROJECT
<br /> p tx M.OF LIGHT 1t ARCHITECT RESPONSIBILITY OF THE DEVELOPER AND HIS
<br /> YNT.O TOP OF '211, ARCHITECT.IF THE DEVELOPER AND HIS ARCHITECT
<br /> WND.FRAME. ty WISH TO HIRE A SIGN CONSULTANT,AT THEIR
<br /> IF PROJECT ELEVATIONS DIFFER FROM THE CRITERIA E%PENSE,TO ASSIST IN THE APPROVAL PROCESS,
<br /> EXTERIOR ELEVATIONS,A COLOR RENDERING AND PLEASE CONTACT THE WALGREENS PROJECT
<br /> MATERIAL SAMPLE BOARD MUST BE SUBMITTED TO ARCHITECT FOR GEOGRAPHIC RECOMMENDATIONS
<br /> WALGREENS FOR WRITTEN APPROVAL,PRIOR TO
<br /> i SUBMISSION FOR MUNICIPAL APPROVAL. A SIGN CODE ANALYSIS WITH PREUMINARY
<br /> ELEVATIONS AND PROPOSED SIGNAGE IS TO BE
<br /> x 78 4 15 PROVIDED TO THE WALGREENS PROJECT ARCHITECT
<br /> (INDICA SIGN CODE SUMMARY FOR APPROVAL PRIOR TO ZONING SUBMISSION.THIS
<br /> 3 N,S,E, To EXTERIOR ELEVATION A STEP-DOWN ANALYSISSIISTO� PROVIDED EXECUTION.
<br /> SOON AS POSSIBLE
<br /> 1/e I-0- BULL NOSE OR A PERMIT OFFICIAL: NAME
<br /> PROVIDE ROOF SCUPPERS WAINSCOT E 18'-4 1/4' E
<br /> AND OVERFLOW W/E.F.BAMS ALL GRAPIWOALLr OUTUIH SONS PHONE
<br /> SCUPPERS AT INTERVALS UNIT NOT DARKEr>m)ARE USED AT
<br /> AS REQUIRED BY WALGREENS DISCRETION DESCRIBE IN WRITTEN FORMAT,ALLOWANCES FOR ALL
<br /> SPECIFIC PROJECT BULLNOSE ® DRIVE- RELOCATION OF LIGHT FIXTURE IS SIGNAGE INCLUDING FREESTANDING GROUND SIGNAGE.
<br /> THRU WINDOW REO7nEo WNErN T SION IS LIST ANY RESTRICTIONS TO ALLOWABLE SIGN AREA DR
<br /> 21 4 11 B { xg APPLIED.COORDINATE LOCATION OF PLACEMENT-REVIEW DEVIATIONS WITH WALGREENS: - A APR 2009 REV.FROM CRITERIA FEBRUARY 2007
<br /> 30 A LIGHT FIXTURE W/ELEC.DWCS. TO BE COMPLETED BY DEVELOPER OR ARCHITECT OF NO. DATE BY DESCRIPTION CONS
<br /> RECORD.
<br /> tt 1 REVISIONS
<br /> 3
<br /> f
<br /> 22 1
<br /> 12 _ _______ _________ _____ _______________ � __ _____ CERTIFICATION AND SEAL
<br /> _ CI us CART RAIL MOULDING I HEREBY CERTIFY THAT THIS THESE COPYRIGHTED
<br /> •1-n^ 77 tt - / y PLAN AND WAS PREPAREDSPECIFICATION
<br /> FI ME OR DRAWINGS ARE TO BE USED AS
<br /> REFERENCE ONLY.IT IS THE
<br /> UNDER MV DIRECT RESPONSIBILITY OF THE
<br /> 12 GENERATE PLANS,
<br /> SIONAL TO
<br /> EO E 2 SUPERVISION AND THAT I AM ELEVATIONS,SECTIONS,AND
<br /> N A DULY REGISTERED
<br /> ___ ____ _ ARCHITECT OR ENGINEER ADDITIONAL DETAILS BASED
<br /> \ UNDER THE LAWS OF THE XXX AS ON THE JOB SPECIFIC FIXTURE
<br /> 13 ` 13 SIGNIFIED BVSTATE OF X MY HAND AND PLAN(Di).MISUSE OF THESE
<br /> DRAWINGS IN ANY WAV MAY
<br /> SEAL. RESULT IN LEGAL ACTION.
<br /> FlN.FIR. / � � •I
<br /> 2e 77 Z8 2s 28 DOORBELL O 4'-0'A.F.F. t{ 2a yg CRITERIA APRIL 2009
<br /> ADJACENT TO ROLL-UP 9 PROJECT NAME
<br /> (INDICA o RECEIVING DOOR. FOUNDATIONS SHALL NOT O { WALGREENS STORE
<br /> 4 N,S,E, w)EXTERIOR ELEVATION A2.2 BE EXPOSED.
<br /> DETAIL CRITERIA DRAWINGS
<br /> UNIT TYPE ASTM DESIGNATION VERTICAL CONTROL JOINTS SPACING HORIZONTAL REQUIREMENTS MISC.REFERENCES 3/4"=1'-0' 114'-O"X 73O'-O"
<br /> CLAY C 2630'O.C.MAX.-10 FROM CORNER MAX. SUP PLANE BETWEEN CMU AND CAT SEE BIA TECHNICAL NOTE ISA DRAWING TITLE
<br /> LIMESTONE C 568 STONE Oj a•CMU WITH 4•SPLIT FACE Oy EIFS ACRYLIC FINISH COAT ON EXTERIOR ELEVATIONS,DETAILS,SIGN DATA
<br /> CALCIUM SILICATE C 73-99A BLOCK WAINSCOT FILLED PORTLAND CEMENT STUCCO BASE.
<br /> WALL TIES O 16"VERTICAL MAX.PLUS UNITS INSTALLED DRY.SEE NCMA TEK 10-1A. LWTH POLYURETHANE FOAM COMPRESSIBLE FILLER. CADD PLOT: SCALE:AS NOTED DRAWING NO.
<br /> {
<br /> 20'O.C.MA%.-4'TO 6'FROM CORNER VENEER REINFORCEMENT O CUT BACK AND PROVIDE .21-0094-
<br /> MAX. MAX.SLIP PLANE BE
<br /> 16"VERTICAL 10-4,12-1A INSULATION IN REINFORCED N BRICK AND CONCRETE FRAME-SPLIT SEALANT AT BUILDING JOINT. DRAWN BY:
<br /> CAST STONE FACE BLOCK TO MATCH TSE
<br /> TAN TARMAC
<br /> a AMERICA,INC. VOID PLOT: J.Mn —I.. AZ. A
<br /> CAST STONE _ WALL TIES O 16 VERTICAL MAX. UNITS INSTALLED WET WITH RAKED JOINTS.JOINTS SARASOTA,FL,
<br /> 20'O.C.MAX.-4'TO 6'FROM CORNER SLIP PLANE BETWEEN BRICK AND CMU ARE POINTED AFTER SET.EXPOSED HEAD JOINTS 941-927-1482. DATE. Aon ewe
<br /> MAX. TO GETBACKER ROD&SEALANT.SEE CAST
<br /> O
<br /> STONE TECHNICAL BULLETINS 33,43,h 44 OR
<br /> x PRECAST CONCRETE EXTRUSION SUPERSEDES MASONRY BULLNOSE TRANSITION PLAN DATED: REVIEWED BY:
<br /> SOUTHERN GLASS TOWER BLOCK. ROYCE JOF DWGS.
<br /> 021G-00409 COPYRIGHTC2 PENDING C-8
<br />
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