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<07 32 0 07 32 01> 07 50 51>
<br /> GR CALLY OUTLINED SIGNS nn
<br /> DISCRETION
<br /> \E?
<br /> ' DWALGREQ ENO)ME USED AT o•oREFERENCE KEYED NOTES5-53/4" E EO 21'-21/2• EO EO 11'-4• D -ilf1MSKNi 04-MASONRY- 1=a
<br /> WALGREENS SCRIPT SIGN _ T
<br /> 04 20 07 SPUT-FACE BLOCK. aZ�a
<br /> 10 14 74> OSI 24 01> r - w
<br /> m
<br /> to 10 14 79> 04 20 OB SCRIBE BULLNOSE TO HOLD TIGHT TO BUILDING.d —TI H wo
<br /> I <07 53 w
<br /> L _AJIfN m HARMACY m I CONTROL JOINT W/BACKER ROD AND SEALANT-COLOR TO MATCH a
<br /> T - 04 20 09 ADAJACENT MATERIAL
<br /> w 07 32 02> 8"CMU WITH 4"SPLIT FACE BLOCK WAINSCOT FILLED WI1H
<br /> <07 32 01 m ------- 04 20 10 POLYURETHANE FOAM INSULATION IN REINFORCED CONCRETE FRAME
<br /> I -SPUT FACE BLOCK TO MATCH TSE TAN TARMAC AMERICA.INC
<br /> b NOPY DASHED SARASOTA,FL 941-927-1482.
<br /> FOR CLARITY. PRECAST CONCRETE EXTRUSION OR MASONRY BULLNOSE TRANSITION
<br /> ,1 04 20 11 BLOCK.
<br /> <07 60 51 L DIVISION 05-METAL"
<br /> - 1/B"THICK BENT STEEL PLATE(TO PROTECT DOWNSPOUT),BOLTED
<br /> 0 14 77 �p �0 05 10 62 TO MASONRY.COPE AROUND BULLNOSE.PAINT TO MATCH
<br /> ,I 10 14 77>
<br /> * DOWNSPOUT.SEE DETAIL 7/A-310.
<br /> --- --- DMSKIN 06-WOOD,PLASTICS,AND COMPOSITES-
<br /> OB TOTE ROOF SEE DETAIL 11/C-530.
<br /> 1D 52
<br /> <22 10 12 a 20 09>
<br /> <97 90 10> a 20
<br /> 09,"," DWISKON 07•TNERMILL AND MOISTURE PROTECTION-
<br /> a 20 07> FWNDATGNS•SNALL
<br /> <a 24 a> ----- <07 90 1� 07 32 01 ROOF TILE.
<br /> ((INDICATE a p Op> a 20 09> NOT BE DmosFO, <09 z+a> FRONT TOWER ELEVATION
<br /> N,s,E,OR W)EXTERIOR ELEVATION VAT ON <07 90 10> <07 90 1p� ', a 20 09> 5 1/8-=1'-0" 07 32 02 ROOF VENT.
<br /> 1 <09 24 a> <09 24 94> - '<07 90 10>
<br /> 1/8" 25 10 72> <O9 24 a> 07 50 42 BACKS OF PARAPETS MUST BE FLASHED.DECK TO PARAPET CAP.
<br /> <07 60 51 I' " 07 60 51 PREFINISHED SHEET METAL COPING.GUTTERS.AND DOWNSPOUTS,
<br /> INTERNAL ROOF DRAINS ARE PREFERRED IN NORTHERN CLIMATES.
<br /> 07 60 52 PREFINISHED METAL RAIN HOOD.
<br /> E
<br /> EO 11'-4• 0 E 21'-2 1/2" `F EO SLS 3/I' GRAPHICALLY OUTLINED SIGNS 07 60 53 FLASHING AND COUNTER FLASHING.
<br /> (NOT DARKENED)ARE USED AT
<br /> WALGREjN$SCRIPT SIGN WALGREENS DISCRETION 07 60 54 RAIN GUARD
<br /> b'-o• .-_ 07 90 10 CONTROL JOINT W/BACKER ROD AND SEALANT- COLOR TO MATCH
<br /> u __ d" a 0', a..07 32 q1> ADAJACENT MATERIAL F O w o a
<br /> <07 60 53 PHARMACIL ��":011 2'
<br /> __ 24 0.1 07 90 11 CASING BEAD,BACKER TAPE AND SEALANT. <s , w
<br /> <0732 �`
<br /> 07 wz om Wz"'og�m
<br /> o ����� COMPRESSIBLE FILLER.CUT BACK AND PROVIDE SEALANT AT a rc
<br /> Imp* _ �w®■ BUILDING JOINT. a- O O_m
<br /> 1216 U aO�m�wr"w
<br /> O9 24 02 m DMSNNI 09 FINISHES• m g rc 5 0 r O_
<br /> 11 LLa12rc0_O:wLL
<br /> �--, EIFS ACRYLIC FINISH COAT ON PORTLAND CEMENT STUCCO BASE, w,m O w o a a v o¢H
<br /> 4'-Oti 09 24 01 (COLOR TO MATCH BENJAMIN FOAM
<br /> I BONE WHITE),OVER 12"CMU x F N n m a< w m
<br /> 07 6D 51> 10 1!"76) FILLED WITH POLYURETHANE FOAM INSULATION IN REINFORCED -
<br /> L J L J 10 14 TOY` CONCRETE FRAME.
<br /> /x[28 10 72> 09 24 02 SCORED ACCENT.
<br /> 10 14 77> 10 14 I i ! 2D ,"'` OSI 24 03 EIFS ACRYLIC FINISH COAT ON PORTLAND CEMENT STUCCO BASE.
<br /> d (COLOR TO MATCH BENJAMIN MOORE BONE WHITE).OVER SHEATHING.
<br /> FIN.FUR. 09 24 04 CONTROL JOINT W/BACKER ROD AND SEALANT-COLOR TO MATCH
<br /> ADAJACENT MATERIAL
<br /> INDICA `,;'<07 90 10> <07 2DD 10> m 09 24 05 CASING BEAD.BACKER TAPE AND SEALANT.
<br /> `J,S.E. 'off w)EXTERIOR ELEVATION <09 90 10> <09 24 a> <00 24 DE " 09 24 O6 EIFS ACRYLIC FINISH COAT ON PORTLAND CEMENT STUCCO BASE.
<br /> 'L COB 24 a> DIVISION 10•SPECIALTIES"
<br /> 1/8 =1'-0"
<br /> 10 14 74 RED"WALGREENS"SCRIPT SIGN,INTERNALLY ILLUMINATED.SEE
<br /> 18'-4 1/4" DETAILS ON SHEET A-730.
<br /> ALL GRAPHICALLY OUTLINED SIGNS `p(1DF UNE 10 14 75 INDIVIDUAL LETTER SIGN.SEE SHEET A-730.
<br /> ' <07 50 42 (NOT DARKENED)ARE USED AT W 51> <07 60 53 5 10 14 76 BOX SIGN.SEE SHEET A-730.
<br /> wALGNEES DI W 10 14 77 WINDOW SIGN.SEE SHEET A-73D.
<br /> SD 22> <07>?02 A-310 ',07 50"'{2>!:
<br /> ROOF UNE <07 32 01 SIM; ",<26 50 22
<br /> 10 14 78 'CLEARANCE'SIGN.SEE DETAIL ON SHEET A-730.
<br /> 10 14 79 WALGREEN GRAPHIC BEYOND.SEE DETAIL ON SHEET A-730.
<br /> <26 50 22 - _ ________-_ _ -- 092406>
<br /> <a 2D W O pg� DMSKNI 23-PLUMBING•
<br /> z ' < 10>----- -- J 0 21�> 22 10 12 WN-1,WALL HYDRANT.
<br /> <07 90 10> -v0_i <09 24''Q4> ,o <07 00 11>
<br /> <09 24 a>
<br /> �-G09 24 01)� DIVISION 28"ELECTRICAL
<br /> "
<br /> ` Dg 2{03> 20 11> 26 10 72 `UNCTION BOX FOR RED BOX.FURNISHED AND INSTALLED BY
<br /> ELECTRICAL CONTRACTOR.
<br /> <26O6 10 52> -, 26 50 22 WALL-MOUNTED LIGHT.SEE ELECTRICAL DRAWING.
<br /> 50 22
<br /> l26 50 12Y�,-, BIM.OF.UGIIT DMSKKJ 32"EXTERIOR IMPROVEMENTS• F o
<br /> MHT. 'fOP.Oi a 20 OSI -
<br /> 07 60 S! ^ WNDNAME:;, <07 90 10> "I YELLO'V DELINEATION POSTS AT DRIVE-UP WINDOW.FASTEN 70 a
<br /> <09 24 a> 32 12 O7 CONCRETE WITH BOLTS. m
<br /> a 20 07> H
<br /> a 20 1D> \ SECURITY BOLLARD GRAY POLYETHYLENE COVER WHEN WALK
<br /> 32 12 02 ADJOINS DRIVE(USEDD WHEN PERIMETER BOLLARDS ARE ABSEN7J. �O Z
<br /> CART RAIL MOULDING DETAIL
<br /> (INDICA a 20 09 <07 60 51 6 3/4"=1'-0" K
<br /> VN
<br /> 3 E. EXTERIOR ELEVATION <07 9010>
<br /> 1/8"=1'-0" COSI 24 a> i m
<br /> PROVIDE ROOF SCUPPERS ' E 18'-4 1/4" E
<br /> AND OVERFLOW ALLGNAPWCALLY OUTLINED SIGNS
<br /> SCUPPERS AT INTERVALS (NOT DARKENED)ARE USED AT m Qo
<br /> AS REWIRED BY WALGREENS DISCRE110N
<br /> SPECIFIC PROJECT RELOCATON a LIGN7 R%nRtE IS
<br /> 6 50 22> 0p44 20 09 ` REWIRED NNE SCRIPT SIGN IS
<br /> <07 50 42 ROOF LINE 07 60 51> "<07 90 10> APPLIED.COORDINATE LOCA'ON
<br /> OF
<br /> ;'COSI 24411 LKR17 FIXTURE w/ELEC.DwGS.
<br /> <07 60 5J
<br /> b._O.
<br /> <07 32 01 i :"' ;> 26 50 22> A ,S A THEW.IS SIGN
<br /> AREA SUMMA SIGN ZONING VARIANCES
<br /> <09 2403 12 __ ____________ ____ ________ _�--t------- -->r------ ---'=--------- - - ----- - '- PARA :�.7' ELEVATION#1 (INDICATE N,S,E OR N�R ALL DEVELOPMENT VARIANCES,INCLUDING BUILDING F W
<br /> N A SECOND F RE: _ # Y SIGNS AND PYLON/MONUMENT SIGNS ARE THE N
<br /> N 7.
<br /> OPTS.F. RESPONSIBIUTY OF THE DEVELOPER AND HIS ARCHITECT. O Q
<br /> •I-I^ P701' 07 60 51> YI)9 24'02' <07 60 52> -•-__ 1-PHARMA Y INDIP A LETTER R 1 11S.F. SIGN CONSULTANIF THE E7 A7DTHEIR EXPENSHIS E.TO ASSIST TO OWE A Q Z w
<br /> - THE APPROVAL PROCESS,PLEASE CONTACT THE
<br /> 4'-0' -- WALGREENS PROJECT ARCHITECT FOR GEOGRAPHIC p U W �
<br /> o a 10 52> 26 50 22> TRASH ELEVATION 2 INDICATE N,S.E OR RECOMMENDATIONS. rn to O
<br /> <10 14 7 EO E <26 50 _____ L`(kAPACTOR ( 2 Z F I-
<br /> <a 20 pB 07 fO 54> ANSA TOTE - WA[GRFFNA SIGN CODE ANALYSIS WITH PRELIMINARY ELEVATIONS T SIGN UU C7 U ~
<br /> <a 20 OB ENCLT9SURES. N T F. n w J w W
<br /> <07 90 10> 1 V - IN IN .11 ,F. AND PROPOSED SIGNAGE HI TO BE PROPPED TO THE .6 0'
<br /> COSI 24 a> , ''$EE Df'fAILS PHARMACY F WALGREENS PROJECT ARCHITECT FOR APPROVAL PRIOR U) J Q Of O'
<br /> <32 12 01 ON.SHEET'S - M TAR&PESTLE FREEFOR SIGN 7 51, TO ZONING SUBMISSION.THIS ANALYSIS IS TO BE Q 0_ 0_
<br /> C- 11034 S F PRODDED AS SOON AS POSSIBLE AND PRIOR TO LEASE 3 0_
<br /> FlN.FLR. EXECUTION. w531
<br /> o
<br /> (� 7E 05 10 62> DOORBELL 0'4--0"A.F.F. ELEVATION 3(INDICATE N,S.E OR W) 0 N
<br /> NSIE ATE W EXTERIOR ELEVATION <221012 <a
<br /> 20 09DMD 'CE TO ROLL-y1> <321202> FOUNDATIONS SHALL NOT, 20 '-41 4"W I SIGN CODE SUMMARY
<br /> 0R <07 9p 10> RECEIVNQ DOOR., A-310 N
<br /> 4 <D9 Z4 a> COS 10 52 BE E%POSED. `., <69'Q4 M> I O
<br /> 1/8"= 1'-0" XTERIOR MATERIALS ELEVATION #4(INDICATE N,S.E OR PERMIT OFFICIAL: NAME j
<br /> UNIT TYPE ASTM DESIGNATION VERTICAL CONTROL JOINTS SPACING HORIZONTAL REQUIREMENTS MISC.REFERENCES"`,", , ITERIA REQUIREMENTS - F w
<br /> L 30'O.C.MAX.-10 FROM CORNER MAX. A NI •'WOOD OR STEEL STUDS ARE uNAC@EPTA_RlF 44.98 S.F.S.FPHONE UU So
<br /> LIMESTONE C 568 STONE -----_ - =EXTERIOR CONSTRUCTION MATERIALS POR 0' i
<br /> CALCIUM SILICATE C 7S-99A WALLS OR ROOFS. ALL BUILDINGS TO BE TOTAL BUILDING A DESCRIBE IN WRITTEN FORMAT.ALLOWANCES FOR ALL O
<br /> CEMENT PLASTER Oft SYNTHETIC TUCCO ON ALL SIGNAGE INCLUDING FREESTANDING GROUND SIGNAGE. f-" u
<br /> CONCRETE MASONRY C 90 AGNG-1.5 X WALL HEIGHT WgLL TIES O 16"VERTICAL MA%.PLUS UNITS INSTALLED DRY.SEE NCMA TEK 10-tA FpUR SyIDDEESS WITH CONCCRETE BLpCSK BACKUP. w O 0
<br /> 20'O.C.MAX.-4'TO 6'FROM CORNER VENEER REINFORCEMENT O 16"VERTICAL 10-4.12-1A ANY DEVIATION FROM hIIS MUST BE APPROVED LIST ANY RESTRICTIONS TO ALLOWABLE SIGN AREA OR F m w
<br /> MAX. MAX.SUP PLANE BETWEEN BRICK AND IN WRITING BY WALGREEN'S PROJECT SITE SIGN AREA PLACEMENT-REVIEW DEVIATIONS WITH WALGREENS: >>CC Q 2S $ 5 O
<br /> CAST STONE ARCHITECT. PYLON SIGN: TO BE COMPLETED BY DEVELOPER OR ARCHITECT OF W O = Sw
<br /> IF PROJECT ELEVARONS DIFFER FROM THE CRITERIA ID CABINET 1 X 89.92 -89.92 S.F. RECORD. U Q FL
<br /> 7 ST =1. IGHT WALL TIES O 16 VERTICAL MA%. UNITS INSTALLED WET WITH RAKED JOINTS.JOINTS EXTERIOR ELEVATIONS.A COLOR RENDERING AND READERBOMD 3-8 11 10-11 1 X 4093 =40.03 S.F.
<br /> 20'O.C.MAX.-4'TO 6'FROM CORNER SLIP PLANE BETWEEN BRICK AND CMU ARE POINTED AFTER SET.EXPOSED HEAD JOINTS MATERIAL SAMPLE BOARD MUST BE SUBMITTED TO
<br /> MAX. TO GET BACKER ROD @ SEALANT.SEE CAST WALGREENS FOR WRITTEN APPROVAL,PRIOR TO TOTAL SITE SIGNAGE
<br /> 1 F.
<br /> STONE TECHNICAL BULLETINS 33,43,B 44 SUBMISSION FOR MUNICIPAL APPROVAL.
<br /> TOTAL SIGNAGE AREA 428.23 S.F. A-21 0
<br /> COPYRIGHT 0 2010 WALGREEN CO.ALL RIGHTS RESERVEDC_10
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