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<10 14 74 All OUTLINED BONS(NOT DARKENED) 07 90 D7> REFERENCE KEYED NOTES =mg6
<br /> ROOF LIE ARE USW AT WALCREENS pSCREnON 04 20 20> 07 60 55>
<br /> 07 60 55 2s'-„,/z• E. T.MAS. 09 29 48> DIVISwN04-MASONRY- razZr�Bm
<br /> T.MAS. p 23) wALORmNs SOSP7 BCN - ,yK0/20 24> 29 06> 04 20 20 UTILITY SIZED FACEBRICK-SOLDIER
<br /> COURSE. Fob o
<br /> <D4 20 24 UTILITY SIZE FACE BRICK(TYPE 1)COLOR: 'TOPAZ',FINISH: $w
<br /> T.MAS. Oa 20 23 _
<br /> --- J -
<br /> VELOUR.1 3 RUNNING BOND. ¢6
<br /> -
<br /> wn UTILITY SIZE FACE BRICK(TYPE 2)COLOR: ND.04 20 24 BEACH',FINISH: 'VELOUR'.i/3 RUNNING BOND.05 10 77> D4 20 25TO MACH ADNJACENT MATERIALOD AND SEALANT-COLORjilt
<br /> 24
<br /> <2650 _ p -T -i D4 20 41 HEADER COURSE
<br /> DIVISION 05-METAL-
<br /> 'T
<br /> 4 75 I •I -F. I 1/8'THICK BENT STEEL PLATE(TO PROTECT DOWNSPOUT).
<br /> OS 10 62 BOLTED TO MASONRY.COPE AROUND BULLNOSE.PAINT TO
<br /> MATCH DOWNSPOUT.SEE DETAIL 7/A-310.
<br /> 10 14 F7> - 10 1 77> V-3 5/e ''F',3 5 ir,,
<br /> b h ,3 8C HEADER.COURSE•, D5 10 77 ENTRY CANOPY SEE 4/A-310.
<br /> I b 05 10 B1 COLUMN SEE STRUCTURAL.
<br /> <01 20 25 dVISION OB-WOOD,PLASTICS,AND COMPOSITES
<br /> lonlium _ F.F. <07 90 IO>
<br /> <22 1D 1 6 ID 72> 04 ZO 25 0/p <0120,23 FOUNDATIONS SHALL NOT <04 20 41 D6 10 52 TOTE ROOF SEE DETAIL 11/C-530.
<br /> <04 20 25 (INDICA <07 W 10> <01 20 24 20 20i'<07 90 YO> - 04 20 20>BE EXPOSED.PROVIDE BRICK D TAdL', 06 10 69 UNE OF SILL.
<br /> N,SE. W)EXTERIOR ELEVATION BRICK LEDGES. S " DMSwN07•THERMAL AND MOISTIIREPROTECTION-
<br /> 1/8'= 1'-0- 2 07 21 06 FILL WITH BATT INSULATION.
<br /> A-310
<br /> <04 20 EQ. 8'-2• E. ,�OUTLINED BONS(NOT DARKENED) ] 07 21 09 RIGID INSULATION.
<br /> <07 W 55 5•_2• ARE USED AT WALGREENS gSCREnON ,
<br /> ZI
<br /> T.MAS. E0. 5'-1t.(/2' A-310 07 32 02 ROOF VENT.
<br /> <04 20 24 5-
<br /> GRE
<br /> SWIPT SIGN " p 24) • 07 46 02 VERTICAL RUSH METAL FASCIA PANEL SIDING COLOR TO
<br /> I `• - 20 23> <07 `''•T.MAS MATCH METAL ROOF.
<br /> u PREFINISHEO SHEET METAL COPING,GUTTERS AND
<br /> T 60 5 DOWNSPOUTS,INTERNAL ROOF DRAINS ARE PREFERRED IN
<br /> L _ -- ---------- __ -- ---, ----- - 4'-0' 0 5 NORTHERN CLIMATES.
<br /> 07
<br /> '��� 07 61 03 PREFlNISHEO STANDING
<br /> � __________ •• 10, �8 07 61 04 TOTE STORAGE7ROOF.G
<br /> SEAM METAL ROOF.
<br /> 4 PD
<br /> HARM 'EXHIBIT 07 61 Os STEP FLASHING WI1H GAP FLASHING. � �° °A�
<br /> •T <26 50 - m I 07 90 07 BACKER ROD AND SEALANT.
<br /> i T agmoo�o5 m
<br /> 2'-9' •� n CONTROL JOINT W BACKER ROD AND SEALANT-COLOR ° a°> >
<br /> -T,< 1 ,i 5 4"0• 07 90 10 / m
<br /> •A-210 TO MATCH ADAJACENT MATERIAL. a 5 o w
<br /> L J l 1• A-210 07 90 16 CONTINUOUS SEALANT AT HEAD AND SILL w a w w w<~w t.i
<br /> 1011 t0U7A - °u °a a
<br /> ,o `.I DIVISwN OS•OPENINGS•
<br /> aa�Hhy
<br /> OB 41 16 CLEAR ANODIZED EXTRUDED ALUMINUM DRIP SILL MATCH
<br /> STOREFRONT FINISH.
<br /> F.F. FIN FLR. F.F. 08 41 17 STOREFRONT FRAMING(VARIABLE DEGREE CORNER)SEAL
<br /> CONNECTIONS TO FILLERS.
<br /> 04 20 23> ILL 20 25', <07 20 25 <26 10 ,'D4 2083 ANODIZED ALUMINUM BRAKE METAL FILLER TO MATCH
<br /> go 1D) 04 20 20> <07;10> <04 20 OB 41 18 STOREFRONT.
<br /> 2 s,E,DR w)EXTERIOR ELEVATION 042024> DIVISION 09-FINISHES-
<br /> 1/8-=V-0- LEAVE OUT PORTION OF GWB IN Y-0'W.X 7'-3'H.
<br /> 09 29 06 HEADERED OPENING(OPPOSITE RECEIVING DOOR AND 4'-0MIN.FROM ANY '
<br /> t8'-4 t/a' FIXTURES.INFILL OPENING)WALL FOR
<br /> ER DPALLET
<br /> ALLE yDELIVERY OF
<br /> ALL OUE AT SANS(NOT DARKENED) 5/8'GWB OVER 1 1/2'VERTICAL FURRING REQUIRED WHERE
<br /> ARE USED AT WALGREENS CK DISCRETION.
<br /> PROVIDE INDICATED.
<br /> COLORED BACKGROUND EXPOSED IN GENERAL SALES,PHOTO,OFFICE,EMPLOYEE
<br /> IF SIGN IS INgcATW. 50 2D <D7 61 <07 6D 55 650 22>, 09 28 ROOM TOILETS,TRAINING ROOM RED W AND PHARMACY. TION
<br /> ' T.MAS<.26 50 10 14 80) SELEADDICTED.STIONAL EE SPECS.AS FOR MINIMUM-RITH L VALUESATION A D
<br /> OB 10 69> INSULATION OPTIONS.
<br /> 09 29 INSTALL 4'METAL STUDS WITH 3/4'SPACER AT
<br /> STOREFRONT WALLS
<br /> DIVISION 10-SPECIALTIES-
<br /> <26 10 92 10 14 74 RED'WALGREENS'SCRIPT SIGN,INTERNALLY ILLUMINATED.
<br /> 50 i 0 04 2D 20> SEE DETAILS ON SHEET A-730.
<br /> T 07 61 00 09 29 26> 10 14 75 INDIVIDUAL LEITER SIGN.SEE SHEET A-730.
<br /> 607 21 0b 10 14 76 BOX SIGN.SEE SHEET A-730. 88
<br /> 07 21 OB> 10 14 77 WINDOW SIGN.SEE SHEET A-730.
<br /> ____ 079007>
<br /> K TRASH COMPACTOR AND m
<br /> \ LW TOP TOTE ENCLOSURES.SEE BOTTOM OF LOWER CASE LETTERS TO BE A MINIMUM OF 18" c o
<br /> \
<br /> FRAME. DErMLS ON SHEET C-530 I BELOW ROOF UNE; OR SIGN TO BE MOUNTED ON RACEWAY F
<br /> n
<br /> ALL OUTLINED SONS(NOT I I ' I 10 14 BO TO MATCH BRICK. MEMBRANE PENETRATION.PAINT RACEWAY m u
<br /> FK.
<br /> .F. I I DMSION 12•FURNISHINGS-
<br /> DARKENED)ARE USED DISCRETION. `�
<br /> PROVIDWALGREE LICH ENS OLOREF 0 N
<br /> <01 20 25 <04 20 25 <04 20 25>___lfiACK WNO F BON IS ----J -- 12 24 01 MOUNTING BRACKET ABOVE 8: U
<br /> C07 90 10> (INDICATE <07 SID 10> <07 W SS 134)1 <07 90 10> INDICATED. ,-12 14 01) DIVISION 22•PLUMBING- N
<br /> N.s.E,oR w)EXTERIOR ELEVATION <00 20 10 sz>
<br /> 3 <07 SID 10> E 18'-4 1/4' E AT TRASH COMPACTOR 22 10 12 VA1-1,WALL HYDRANT.
<br /> 1/8.=11-0. '• CONDITIONS WHERE THERE IS Of
<br /> RELOCATION of l q T i1 l7 XNE A SECOND ENCLOSURE, DIVISION ZB•ELECTRICAL
<br /> IS REQUIRED MNEN 5(xBPT�. PROVIDE A SECOND FIXTURE. JUNCTION BOX FOR RED BOX.FURNISHED AND INSTALLED
<br /> /-ROOF SCUPPER A7 INTERVALS AS REQUIRED m
<br /> BY SPECIFIC JO6.INTERNAL ROOF DRAINS WITH 8 BON IS APPLIED.COORDINAI6 26 10 72
<br /> LOCAnON OF UCNT FlXiURE BY ELECTRICAL CONTRACTOR.
<br /> OVERFLOW SCUPPERS ARE REWIRED IN A-320 w/ELEC.DWGS 26 10 92 ELECTRICAL BOX AND CONDUIT TO ABOVE CEILING.
<br /> NORTHERN CLIMATES.ALIGN STORY SEWER --- 41 OB 41 17)
<br /> ENTRANCE AT GRADE WI711 SCUPPER ABOVE <�4b SS ` 850 2h <OT90 1 08 41 16> 26 50 22 WALL-MOUNTED LIGHT.SEE ELECTRICAL DRAWING. $a
<br /> WHEN
<br /> DOWNSPOUTS ARE USED.
<br /> <07 80 55
<br /> S 32•EXTERIOR IMPROVEMENTS 22> WIt�?QOW'�PLAN AT DC5U6 ,� MULLION DIVI wN E Ra I s
<br /> <07 3202 e•_0- 6 3-=1'=`O' YELLOW DEUNEATION POSTS AT DRIVE-UP WINDOW.FASTEN
<br /> <07 61 DT 32 12 01 TO CONCRETE WITH BOLTS.
<br /> <10 14 761 ,.
<br /> SECURITY BOLLARD W GRAY POLYETHYLENE COVER WHEN
<br /> <07 4 W N LVE USED WHEN PERIMETER BOLLARDS
<br /> 0 6 32 12 02 ALK ADJOI S DR
<br /> 6
<br /> _ ARE ABSEN .
<br /> _ n
<br /> SIGN AREA SUMMARY SIGN ZONING VARIANCES N
<br /> w _ 650 22 26 50 k--- ELEVATION �1 (INDICATE N,S,E OR W) ALL DEVELOPMENT VARIANCES,INCLUDING BUILDING F a-a, ><
<br /> EO 4 EO A-320 - - 7. .F. SIGNS AND PYLON/MONUMENT SIGNS ARE THE F Z W >C
<br /> _ - _ I I F RESPONSIBILITY OF THE DEVELOPER AND HIS ARCHITECT. Z W K
<br /> ��p 555222,,, R 1 .1 F IF THE DEVELOPER AND HIS ARCHITECT WISH TO HIRE A
<br /> •ice 1' _ •x - - F 7 F. SIGN CONSULTANT,AT THEIR EXPENSE,TO ASSIST IN U LLI y U
<br /> ., TRASH COMPACTOR AND 136.21 SF. THE APPROVALPROCESS,PLEASE CONTACT THE ED co H
<br /> TOTE`(NCLOSURES.SEE WALGREENS PROJECT ARCHITECT FOR GEOGRAPHIC `a W U
<br /> \ DETAILS;ON SR[ET C-530. ELEVATION 2(INDICATE N,S,E OR W) RECOMMENDATIONS. U) w UI W
<br /> \ K
<br /> FIN.FUN 1D tb DooRBELL 4'-O'IwF.F., RS.F. A SIGN CODE ANALYSIS WITH PRELIMINARY ELEVATIONS w ¢ a K
<br /> ADJACD1T,70 RE IWNG N RS.F. AND PROPOSED SIGNAGE IS TO BE PROVIDED TO THE ¢
<br /> 01 20 25 1bOR 32 IZ OD <07 20 25 FOUNDATIONS 04 20 25 RI THR PHARMACY OX LGNS.F. WALGREENS PROJECT ARCHITECT FOR APPROVAL PRIOR a
<br /> e<OS 10 TRASH COMPACTOR AND <07 BO 10> <W 90 1. ] SHALL NOT BE <07 9D 10> " - M TAR P F TO ZONING SUBMISSION.THIS ANALYSIS IS TO BE C6 o
<br /> TOTE ENCLOSURES.SEE EXPOSED.PROVIDE 142.21 SF. PROVIDED AS SOON AS POSSIBLE AND PRIOR 70 LEASE Z
<br /> <D4 20 25 (� DETAILS ON SHEET C-530. A-310 BRICK LEDGES. EXECUTION.
<br /> U Key
<br /> <�90 10> NS.EE ATE w)EXTERIOR ELEVATION `EXTERIOR MATERIALS ELEVATION )(INDICATE N,S,E OR W) Q
<br /> 4 ,._D- WWCpp(RwIOITERIA REQUIREMENTS _ R RIP I F SIGN CODE SUMMARY
<br /> EXTERIOR CONSTRUCTION OR STEEL STUDS AMATERIALSEFOR LE w
<br /> UNIT TYPE ASTM DESIGNATION VERTICAL CONTROL JOINTS SPACING HORIZONTAL REQUIREMENTS MISC.REFERENCES,,, -_ NAME 0
<br /> ¢W�IU�yLS ORELSROOFS. ALL BUILDTgIINIAL TOC�B�E3p ELEVATION 4(INDICATE N,S.E OR W) O
<br /> 1 30'O.C.MAX.- 10'FROM CORNER MAX. N CMU AN A SEE BI TECHNICAL NOTE A.,,
<br /> CLAY _____ ':"ANY DEVIATIONFROAIOU7�FiEXIT BOX SIGN
<br /> 5 MUST BE BAAPPROVEU 44.98 SF. PERMIT OFFICIAL' PHONE W o
<br /> LIMESTONE C 568 STONE IN WRITING BY WALGREEN'S PROJECT
<br /> CALCIUM SIUCATE C 73-99A ARCHITECT. TOTAL I ING SIGNAGE 362.38 S.F. W p q >rc D
<br /> 90 - WALL TIES O 16 VERTICAL MAX.PLUS UNITS INSTALLED DRY.SEE NCMA TEK 10-1A, DESCRIBE IN WRITTEN FORMAT,ALLOWANCES FOR ALL m w z
<br /> ' 20'O.C.MAX.-4'70 6'FROM CORNER VENEER REINFORCEMENT O 16'VERTICAL 10-4,12-1A EXTERIOR DOOR COLORS ARE TO MATCH SITE SIGN AREA SIGNAGE INCLUDING FREESTANDING GROUND SIGNAGE. a ,°„
<br /> MAX. MAX.SLIP PLANE BETWEEN BRICK AND BRICK COLOR. PYLON SIGN: LIST ANY RESTRICTIONS TO ALLOWABLE SIGN AREA OR Ct g
<br /> CAST STONE IF PROJECT ELEVATIONS DIFFER FROM THE CRITERIA ID CABINET 1 X 89.92 89.92 SF. PLACEMENT-REVIEW DEVIATIONS WITH WALGREENS: - ¢ 1 ¢ S
<br /> 1 SPACING-1. WALL HEIGHT WALL TIES O 16'VERTICAL MAX. UNITS INSTALLED WET WITH RAKED JOINTS,JOINTS EXTERIOR ELEVATIONS,A COLOR RENDERING AND - z - 40.03 S.F. TO BE COMPLETED BY DEVELOPER OR ARCHITECT OF U`� o E CN K
<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 RECORD.
<br /> MAX. TO GET BACKER ROD&SEALANT.SEE CAST WALGREENS FOR WRITTEN APPROVAL PRIOR TO T 1 ' A-2 1 0
<br /> ' STONE TECHNICAL BULLETINS 33,43,&44 SUBMISSION FOR MUNICIPAL APPROVAL
<br /> TOTAL SIGNAGE AREA 492.33 S.F.
<br /> COPYRIGHT 0 2010 WALGREEN CO ALL RIGHTS RESERVED C-9
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