Loading...
HomeMy WebLinkAbout0101630-Building (sign)OSHKOSH ON THE WATER Job Address Designer Category Type 1100 EMMERS LN 254 - Signs (~) Building CITY OF OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD Owner Contractor KiEFFER & CO INC No 0101630 Sign O Canopy (~ Fence (~ Raze Create Date 05/12/2003 Plan Zoning C-2 Unfinished/Basement Finished/Living Garage Foundation Occupancy Permit Park Dedication Class of Const: 0 Sq. Ft. Rooms 0 Height 0 Sq. Ft. Bedrooms 0 Stories 0 Sq, Ft. Baths 0 ~1~ Poured Concrete (~ Floating Slab O Pier O Other (~ Concrete Block (~ Post (~ Treated Wood Not Required Flood Plain No Not Required # Dwelling Units 0 0 Ft. Size [] Projection j Canopies 0 Signs 0 Height Permit Not Required # Structures 0 Use/Nature of Work Signs/ Install one pylon sign, and 316 sq feet of wall signs as per plans. Wiring to be doen by electrician for building project. HVAC Contractor Plumbing Contractor Electric Contractor Fees: Valuation~~:~~.00 Issued By: :~:::~~ ~ Plan Approval $0.00 Permit Fee Paid $140.00 Park Dedication $0.00 Date 05/20/2003 Final/O.P. 00/00/0000 [] Permit Voided In the performance of this work I agree to perform all work pursuant to rules governing the described construction. Signature Date Agent/Owner Address 3322 WASHINGTON AVE SHEBOYGAN WI 53081 - 0000 Telephone Number 920-458-4394 To-' Brian Nells - City of Oshkosh From: Natalie M. Grindle - Sign Permits and Surveys Date: May 16, 2003 Re-- Sign Permit- Walgreens Enclosed is payment for sign permits for the Walgreens located at Emmers and Hwy 21. Please mail permits to my attenlJon at:Sign Permits and Surveys 25504 Cinnamon Circle Plainfield, IL 60544 Should you have any questions or require additional information, please contact me at 81 $-254-4888. Thank you, Natalie M. Gdndle Sign Permits and Sun/eys 25504 Cinnamon Circle Plainfield, IL 60544 815-254-4888 Fax: 815-254-4666 JOB LOCATION: ZONING/LAND USE COMPLIANCE CHECKUST ZONING, ~--..-', '~.._ PROPERTY OWNER/CONTRACTOR: CONSTRUCTION DATA: TYPE OF CONSTRUCTION: COMPLIANCE CHECKLIST New Construction Addition Alteration DEFICIENT Use Lot Width Lot Area Lot Area Per Family Floodplain Front Yard Front Yard Side Street Rear Yard Side Yards Building Area Parking Standards Off-Street Loading Standards Vision Clearance Transitional Yard Standards Landscape Standards Height Conditions of Approval Compliance with P.C. or BZA Conditions of Approval Signage Standards Drainage Plan COMMENTS REVIEW AUTHORITY As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or designee, must approval all plans, except the following: (1) Alterations or interior work when the use is conforming and when no change in use is proposed. (2) Maintenance items, e.g. siding, windows, etc., when the use is conforming and when no change is proposed. .~ APPROVED DENIED Plan Commission Action Required Variance(s) Required REVIEWED BY: DATE: .T1 03 8;301 3 Am RETAIL BUILD NG 14,479 S.F. FINISHED FLOOR 100'-0" (768.8) CURB ADJACENT TO BUILDING, SEE DETAIL 15/C0.0 C 4 S 10 SITE PLAN KEYED NOTES cfi SITE PLAN PERIMETER OF ALL ASPHALT TO RECEIVE CONCRETE CURB (SEE 7/C0.0). 1146 A ES- ADJAC 41 TO WAL STORE BUILDING NEW 1 NEW 1 REMODELING EI EXISTING 0 RELOCATION 0 NEW SHELL ONLY El OTHERS 0 PROJE APPLICABLE CODE APPLICABLE BUILDING CODE: APPLICABLE ZONING CODE: SITE CRITERIA ZONING DESIGNATION: LOT SIZE: PARKING (REQUIRED): PARKING (PROPOSED): BUILDING CRITERIA OCCUPANCY: CLASS OF CONSTRUCTION: AUTOMATIC SPRINKLER SYSTEM: BUILDING PERIMETER TOTAL: ADJOINING PUBLIC WAY OR OPEN SPACE: ALLOWABLE FLOOR AREA (INCLUDES IBC AREA IviODIFICATIONS): ALLOWABLE BUILDING HEIGHT: EXISTING FLOOR AREA: BUILDING FOOTPRINT AREA: DRIVE-THRU CANOPY AREA TOTAL GROSS FLOOR AREA: SANITARY FACILITIES: MEN'S ROOM: _G CUREk-C-k7T 0-FtyfEtfied-Wt ±5 i -WITHOUT- ROLLNG ONTO CUPE3. 3I1E-E-R---DIV I DE -DRIVBIVAY-1 LIMIT OF HEAVY DUTY ASPHALT PAVING (SEE 5/C0A)). 501. X 4"W YELLOW PAINT STRIPE (TYPICAL) LANE DIVIDER. LINE OF CANOPY ABOVE. K YELLOW PAINT STRIPING (2'-O WIDE MINIIMUM). 0 36"H FLEXIBLE DELINEATOR POST, 0 GAS METER WITH BOLLARDS. SHREDDER AND COMPACTOR. SEE SHEET IC6.2. LINE OF CONCRETE PAD. PROVIDE LANE DIVIDERS AND DIRECTIONAL ARROWS AT ALL DRIVES AND END OF DRIVE AISLES (SEE 10/CO30). MINIMUM 24 OCTAGONAL REFLECTIVE STEEL STOP SIGN (SET BACK CLEAR OF TRAFFIC), SEE DETAIL 11/C0.0. AT DRIVE-THRU: ALIGN EDGE OF STOP SIGN WITH EDGE OF 1-0" CURB AT DRNIE-THRU AND ALSO MOUNT SIGN ON ENCLOSURE GATE, (SEE C6.2). 0 CONCRETE SIDEWALK. SEE SHEET A1.1 KEYED NOTE #2 6/C0.0). 0 PAD MOUNTED TRANSFORMER WITH BOLLARDS. ENTRY BOLLARDS W/ rot_ ONLY (EEC D 1). ACCESSIBLE PARKING SIGN (SEE 3 4/CO31). ACCESSIBLE RAMP (TYP,) (SEE CO.1). '0 ASPHALT PAVING (SEE 5/C0.0), 0 YELLOW PAINT STRIPING (TYPICAL). ACCESSIBLE PARKING DESIGN TO MEET ALL GOVERNING CODES. QUANTITY REQUIRED BY A.D.A.-ACCESSIBLE PARKING SPACES AND THEIR ACCESS AISLES SHALL BE 2% MAX. SLOPE IN ALL DIRECTIONS. TOP OF SIGN FOUNDATION (SEE A5,1). 0 PLACE SIGN WITH MINIMUM SETBACKS. COORDINATE WITH ZONING AND DIMENSION ACCORDINGLY. 0 INDICATE ALL EXISTING OR PROPOSED TRAiC CONTROL ELEMENTS WOMEN'S ROOM: ADDITIONAL FIXTURES: ,POT I AT rLow thHE-er PROPOSET)--ENTRAW-E. LIGHT POLE (TYPICAL). SEE SHEET EDI. ;QUANTITY AND LOCATION OF POLES TO BE DETERMINED BY APPROWED PHOTOMETRICS, COORDINATE WITH E0.1A AND E0 1. CONCRETE DRIVE-UP LANE AND CANOPY JABOVE. READERBOARD PYLON SIGN. CONCRETE BASE FOR SIGN TO BE INSTALLED A SOON AS POSSIBLE. ORIENT PERPENDICULAR TO MAJOR TRAFFIC STREET. SEE SHEET A5.1. PROVIDE CONCRETE PAVERS AT PYLON SIGN, EXCEPT PYLON SIGNS W/ L.E.D. READERBOARDS. ALL END ISLANDS TO BE 4'-0" LESS THAN STALL DEPTH, EXIT ROUTE REQUIRED), WALKS WITHOUT COLUMNS CAN BE 7 WALKS WITH COLUMNS SHALL PROVIDE 5'-0" CLEAR TO BUILDING AND '2' -6" CLEAR TO EDGE OF CURB. SOUP -WAEif TO-BE 10 -0-4-1,14N-- REEF:EC-TOLE WARN TOTE ENCLOSURE (SEE C6.2). 1k. FORMATION WISCONSIN ENROLLED COMMERCIAL BUILDING CODE 2002 OFFY OF OSHKOSH 02 2.0 ACRES 72 72 STO 4 71C, 76 TOTAL GROUP M MERCANTILE TYPE VB YES NFPA 13 475 L.F. 475 L.E. 40,500 S.F, 40 FEET 0 S.F 14,479 S.E, 454_ 1416,3_5.F, (1) WATER CLOSET (1) LAVATORY (1) URINAL (2) WATER CLOSETS (2) LAVATORIES (1) DRINKING FOUNTAIN (1) SERVICE SINK E-ExisTiNc OR rRoro;."D. STOP LINES (SEE 10/00.0 FOR SIMILAR IINFORMATION), FENCE WITH GATE AROUND ENTIRE DETENTION POND, SEE DETAILS 1 2/C0.0 FOR FENCE GATE DETAILS. VERIFY LENGTH REQUIRED. ARCHITECTS L 338 North Milwaukee ALBION t U _ite 503 0 Mil WI 5320 414.223.3330 THE ALBION CROUP, INC, ALL RIGHTS RESER4134.223.3340 fax DRAWINGS/SPECIFICATIONS BY: WALGREENS CONSULTANT LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY' 0 WALGREENS' CONTRACTOR LANDLORD'S CONTRACTOR 2 B A N 4/3/03 3/3/03 23/03 /23/03 DATE GADD PLOT: VOID PLOT: RELEASED TO CONSTRUCTION: www. TURNKEY CONSTRUCTUN) REVISIONS PER CIVIL GRADING ALGREENS REVIEW 1 BID SET DOWNLOADED CRITERIA PLUS ADDENDUM #1 "01" EMAIL RECEIVED REVISED PER WI COMMERCIAL BUILDING CODE REV SED PER STRUCTURAL REQUIREMENT REVISED PER WALGREENS PROJECT ARCHITECT DESCRIPTION DOCUMENT ISSUES/BENCHMARKS STORE 07835 PROJECT NAME WALGREENS STORE (NEC) EMMERS HWY 21 OSHKOSH, WI DRAWING TITLE GENERAL PROJECT DATA SITE PLAN SCALE: AS NOTED DRAWN BY: REVIEWED BY: PROJECT NO. 0303-00 DRAWING NO. OF A0.1 DWG S. SIGN AREA SUMMARY DESCRIPTION ELEVATION #1 SIZE FACE BRICK- (UPPER COURSE 3/8" (TYPICAL). TO MATCH STORE 26-8 WALGREENS SCRIPT GN 55.8 SF. 16' -HR PHOTO INDIVIDUAL LETTER 16.7 S.F. 16" 24 HR INDIVIDUAL LEI I ER 7.3 S.F. 16' PHARMACY INDIVIDUAL LETTER 15.1 S.F. ELEVATION #2 94.9 S.F. 26-8 1/2" WALGREENS SCRIPT SIGN 55 8 S.F. 10" EXIT INDIVIDUAL LETTER 2.1 S.F. ELEVATION #3 57.9 S.F. 26-8 1/2" WALCREENS SCRIPT SIGN 55.8 S.F. /2' 1 ELEVATION 4 26 /2" WALGREENS SCRIPT SIGN 1 55.8..5f. -HR PHOTO INDIVIDUAL LETTER 16.7 S.F. 16 24 HR INDIVIDUAL LETTER 7.3 S.F. 16" PHARMACY INDIVIDUAL LETTER 15.1 S F. T2 0 DRIVE THRU PHARMACY INDIVID, LETTER 107.5 S.F. TOTAL BUILDING SIGNAGE 316.1 S.F. SITE SIGN AREA ONE PYLON SIGN: UPPER CABINET 1 X 88.9 88.9 S.F. 42 LOWER CABINET 1 X 42,5 TOTAL SITE SIGNAGE 1 71 4 S.F. 447.5 S F. TOTAL SIGNAGE AREA EXTERIOR ELEVATIONS KEYED NOTES DESCRIPTION 0 UTILITY SIZE FACE BRICK. (--2- LIMESTONE COLORED, UTILITY DOUBLE SOLDIER COURSE BASE COLOR TO MATCH BRICK). PROJECT 0 FLUSH METAL SPANDREL PANEL FRONT. PREFINISHED SHEET METAL COPING, SIZE FACE BRICK- (UPPER COURSE 3/8" (TYPICAL). TO MATCH STORE 5- a INTERNAL &Rik FRED INTERNALLY SHEET A5.2. BOTTOM OF SIGN WITH SCRIPT SIGN. SEE SHEET A5.2. DRAWING. -eem-AT-E- 0 WALL HYDRANT. a, RED 'WALGREENS SCRIPT SIGN, ILLUMINATED, SEE DETAILS ON 0 INDIVIDUAL LETTER SIGN. ALIGN BOTTOM OF "W" OF WALGREENS DETAILS ON SHEET A5,2. 0 ROOF LINE. 0 TOTE ROOF. SEE SHEET C6.2. 0 INDIVIDUAL LETTER SIGN. SEE 0 WALL-MOUNTED LIGHT, SEE ELECTRICAL I, SECO i6 scrARAT-F—; ENCLOSURE PROVIDE ENCLOSURES. SEE (TO PROTECT COPE AROUND ON SHEET A5.2. SEE DETAIL ON WITH END CLOSURES. THAT MOST BRICK. TO BE A MINIMUM SIGN TO BE MOUNTED MEMBRANE PENETRATION. PILASTER BELOW TRANSITION BLOCK AS REQUIRED BY DRAINS WITH OVERFLOW NORTHERN CLIMATES. W GRADE WITH A;RE 13. SEEt rIXTURE. 0 RAIN SHIELD. a TRASH COMPACTOR AND TOTE DETAILS ON SHEET C6,2. 0 PIPE BOLLARD. SEE DETAIL. 5 FLEXIBLE DELINIATION POST. K SIGN. SEE SHEET A5.2. O 1/8" THICK BENT STEEL PLATE DOWNSPOUT), BOLTED TO MASONRY. BULLNOSE. SEE DETAIL 10/A2.2. "CLEARANCE" SIGN. SEE DETAIL WALGREEN NEON GRAPHIC BEYOND. SHEET A5.2. 20 GLAZING SYSTEM. 2 STANDING SEAM METAL ROOF. 22 26GA. GALVANIZED "M" PANEL N--- PREFINISHED IN STANDARD COLOR APPROXIMATES THE ADJACENT AWNING DASHED IN FOR CLARITY, 0 BOTTOM OF LOWER CASE LETTERS OF 18" BELOW ROOF LINE; OR ON RACEWAY TO AVOID ROOF PAINT RACEWAY TO MATCH BRICK. L SOLID PILASTER CAP TERMINATING WALGREENS SCRIPT SIGN. MATCH BELOW ROOF SCUPPERS AT INTERVALS C SPECIFIC JOB, INTERNAL ROOF SCUPPERS ARE REQUIRED IN ALIGN STORM SEWER ENTRANCE A-BOVE- WHEN- DOWNSPOUTS 7 VERTICAL FLUSH tA PANEL COLOR TO MATCH ROOF. 2 LIMESTONE CAP EN PILASTER. k STAr'KED H.EADERS-NO SOLIDS OR MITERED UNITS. PROJECT 3/8" TO MATCH SOLDIER COURSE. RICK EXPANSION JOINT, FILL WITH ROD AND SEALANT. COLOR TO MATCH BRICK, SEE DETAIL 5/A2.4. PREFINSIHED METAL COLLECTOR BOX AND DOWNSPOUT. 4 CORNICE DETAIL /2' 1 _TITLE.dwg T.D. MASONRY P EL.: 122-0" FIN. FLR. EL.: 100-0" 111111111 1111 amuuiu 1111 IMM.NOOMMY. 11111 kiumm. _111111M 3 a lr.a ar .44 -M =M-1=== 1-1 ====mmm...---=-.....-- ...-mmanumummuill1H11111111111111116-2E11111111111111111111111.1111111111111111111111 11111111111111111111111111111111111M111111111M-M11111111111111111111111 1111111111111111111M 1 \N. _,....----1111111•11111111111 E loolom B4O FIXTUR Er I. IININ WNW NM NM .M.M11■Mali 1 0 8 -4" MEE. M1111111111111•111E----- MINNOW- amlim=== .111■101WOMM*111•11•0••■■■M MM. .11=6 INN 11111111111 111PAMMilk NNOMIDOMIONSIIIM IONIMMIIIMONTMa =MOW al auk 111■ 1111111■11111111111111M M MINIUMIIMIMIMI II UI 0 0 0 0 0 0 EST ELEVATION 8" 1'-0" NORTH ELEVATION /8" 1'-0" EQUAL EAST ELEVATION 1/8" V-0" SOUTH ELEVATION /8" V-0" EQUAL UAL ED_ EQUAL -4" EQUA I 1 O1111111111111111111111111111111111 M11111111111111111111111111111111 Immummommummummummummomm 1111111111111111 II 1 HMI 11111111111111111111111111111MM111111111111111111111111111111111111111111111111111111M11111M1111111111111 1111111111111111111111111111111111111111111111111111111111111111 11111111111111111 11 I II 1 IIIIIIM 11111111111111111111111111111111011111111111111111111111111111111111111111111111111111H111111111111111111111H 10111111111111111111111111111111111111111111111111111111111111M11111111111111111111111111H11111111111111111 ir 44 l '1M -----AI T:---- i 1 I I 0 p 4 I i ...........71:01 17iiiing7iiiiIMW ummi MMU IMi IIIIIIII MIiiiiiiiillinifil l L A 111 111 1 r 101 ...........................,man N=.......s.---....... i i I I lit 11111 I i i i ram iiiiiiMireni=mmummummmmumnimmaial I ll k"di 1 I I i _._..,.:--I.----- iii lir EQUAL FIN. FLR. EL.: 100 0" DOORBELL CD 4'-0" A.F.F., L GAS METER ADJACENT TO RECEIVING ROLL-UP DOOR ALGREENS SCRIPT SIGN SE ONLII I I —A1111111111111MMIIIM' 11111M111111111111M11111111111111111111111111111111111111111111111111111111111111111111111111111kMMAMMIMM111111111111111111111111111111111H111111111111111111111111111111111111111111111111111 1111111111111M1111111111 111111111111 11111111111111111111111111111111111i 111111111 IMIIH111111111111111111111111111111HHIMIMH111111111111111111111111111111111111MMIIIMMIIIIIIIIIIMR11111111111111111111111111111111111111111111111111111161 1111111111111111111111111111111116 0 0 ammmommo I 11== U 1111111111111111 i1111111 lommilmosi iiO1111111111111 'MW M11111111111111111111: L11111111111111.111111 t111111111111INI 1111011111111111. 111111111011 .111 IV MINIMEIME :111 111111111111111111111111111111111111111111111 1111111111111011111HM11 11111111 11111111O I MENIEMMENUMMEMEINI IMIMM111111111111111111101111tommimmihri 29 qll 11111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111 1 IMIN 12 ri KM 0 FIN. FLR. EL,: 100-0 111 11111111 5g A bi I in =PWAIIM- MrATC 111111L DROVE THIRD PHARMACY I 111111 wimNmn----...---4mmuummumnummnmunowwmmmnmHmuuHiuuunm mum_ H1111111111111111111=-,rammusummuumuum minim= •uuiii =MM.= EE ■40■11■0.. .11.1 ulil ME MI 11 ITN 11111111111111MTION1 WW1 ummummumiTIMi TOMTIT, nriuunmorunwommummuniu mum 1111 mii immil111111111111111111111111:11111111H11111111111111111i911111111111111:111 1111:11111111111111111111111111111011111111111111:111 111:1111111111111I 1111111 1119111111111111111111111111:111111111111111111111111 1111111111■1111111111 1 111111:1111111111111111111111111111111111111111111111131111 •■••=rmst IMMIRINI■111•11111111141•11MMEMIMMI EQUAL 1 2" EQUAL 26' 1 2" EQUAL EQUA EQUAL EQUA 0 t1 0 T -I— L 1. EQUAL 1 1' p L TT 17 EDO 411) as EQUAL c_ OF LIGHTS EL.: 116' -0" ADDED FOUNDATIONS TYPICAL OF ALL EQUAL 0 4 8 Wil T.O, MASONRY EL,: 1 27' -4' FIN. FLR. EL.: 100' -0* (f) CORNER DETAIL SOLDIER COURSE TYPICAL AT ALL 16 FRONT TOWER ELEVATION 1/8' 1 BACK SIDE OF ENTRY TOWER ELEVATION /8" EXTERIOR COLOR SCHEDULE BRICK VENEER CAROLINA CERAMICS "HERITAGE" STOREFRONT FRAMING CLEAR ANODIZED STANDING SEAM MTL. ROOFING/FLASHING UNA-CLAD "SHERWOOD GREEN" MISCELLANEOUS SHEET MTL. (COPINGS, FASCIA, ETC.) UNA-CLAD "SIERRA TAN" SOFFITS ATAS SANDSTONE WHITE SIDING MATCH STANDING SEAM METAL ROOFING OSHKOS EXTERIOR ELEVATIONS, DETAILS, SIGN DATA VI` AS NOTED A2.1 it? KEYED NOTES 0 ANGLE 2" X 2" X 1/4" BOX FRAME. (2) NEW LED READER BOARD PANELS MOUNTED ON EACH SIDE OF THE PYLON, 0 ANGLE 2" X 2" X 1/4". 0 PRIMARY SIGN PANEL. /2" DIAMETER SAG ROD, 9" X 9" X 1/2" CAP PLATE. 0 4" X 4" TUBE POST, 0 7" DIAMETER 1/4" COLUMN RINGS, 0 2" X 2" X 3/16" STEEL ANGLE FRAME FOR L.E.D. SUPPORT (SEE FRAME SHOP DRAWINGS). 20 3 THREADED END. C 8" X 8" X 1/2" STEEL TUBE COLUMN. 0 1 1/8" DIAMETER ANCHOR BOLTS (4) REQUIRED. 0 TOP OF FOUNDATION. 0 16" X 16" X 1 1/4" STEEL BEAM PLATE. (4) 1 1/8" DIAMETER ANCHOR BOLTS WITH 3/8" STEEL 0 N/A. WASHERS (TYPICAL) SEE DETAIL 13/A5.1. 24 NON-SHRINKING GROUT IIF BASE DOES NOT SHED WATER. 0 #6 BARS TOP AND BOTTOM 12" D.C. EACH WAY (TYPICAL), 25 3/4" DIAMETER HOLES IN EXTRUSION FOR 5/8" BOLTS 0 6" X 18" ALUMINUM WEATHERPROOF DOORS (TYPICAL). (TYPICAL). 0 1 5/16" ROUND HOLE FOR 1 1/8 DIAMETER ANCHOR BOLTS. 0 2" X 2" X 1/4" ANGLES EACH SIDE WITH (2) 5/8" DIAMETER (4) WITH 3/8" STEEL WASHERS. #A-325 BOLTS BOLT ITO EXTRUS(ON AND CAP PLATE BELOW. 0 2 1/4" ROUND HOLE FOR ELECTRICAL CONDUIT. 27 ANGLES 2" X 1 1/2" X 1/4" EACH SIDE BOLT TO 2" X 2" 0 LAMPS 60" TYPICAL 13" ON CENTER (16) REQUIRED. ANGLE. 0 SIGN FACE. 0 ANGLES 1 1/2" X 1 1/2" X 3/16" 0 BREATHER PANEL (COVER). 2 LEVELING NUTS AND WASHERS. COLORS STRUCTURAL GENERAL NOTES STRUCTURE CABINETS/RETAINERS: PFM DARK BRONZE COLUMNS: DARK BRONZE 1) ALL ALUMINUM SURFACES IN CONTACT WITH STEEL SHALL RECEIVE ONE COAT OF BITUMASTIC PAINT. 2) ALL STRUCTURAL STEEL SHALL BE ASTM A-36, 3) ALL STRUCTURAL STEEL SHALL COMPLY WITH THE AISC MANUAL, LATEST EDITION, 4) ALL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST INHIBITIVE PAINT, 5) TOTAL SIGN WEIGHT 2300 LB. (INCLUDING ALL STRUCTURAL SUPPORT MEMBERS). 6) DESIGN WIND PRESSURE 30 LB /SQ. FT. 7) MINIMUM CONCRETE STRENGTH TO BE 3000 P.S.I. 8) REINFORCEMENT STEEL TO BE ASTM A-615 GR 60. 9) ALLOWABLE SOIL PRESSURE 2500 PS F. 10) SIGN AND FOUNDATION MUST CONFORM TO LOCAL BUILDING CODES, WIND AND SOIL REQUIREMENTS. FACES PRIMARY PANEL: 3M PANAFLEX SIGN FACE WITH #830-53 "CARDINAL RED" BACKGROUND #830-36 "BLUE" MORTAR AND PESTLE: WHITE STARS AND COPY, THE MORTAR AND PESTLE SYMBOL: 2' -3" OVERALL SYMBOL OVERALL SYMBOL WIDTH. HEIGHT AND 2 -0" "WALGREENS" EXTENDED SCRIPT COPY: 18 1/8" CAPITAL AND 12 3/4" LOWER CASE LETTER HEIGHTS. 25 1/2" OVERALL COPY HEIGHT, 15' -0" OVERALL COPY LENGTH. LED READERBOARD PANEL; TWO SINGLE-FACED DISPLAYS, CONSTRUCTED FROM NOMINAL 11" X 11" STANDARD TILES WITH RED LED PIXELS, THE 3' -7 1/2" CABINET HEIGHT ALLOWS 3 LINES OF 10" ELECTRONIC COPY, SIGN AREA SUMMARY PRIMARY PANEL: 88.85 S.F. READER BOARD PANEL: 36.55 SF. TOTAL SIGN AREA: 125.4 S.F. 0303_TITLE.dwg ELEVATION 1/4" -0" PLAN SECTION /4" 1-0" TOP VIEW 1/4" V-0" PLAN SECTION 1 TOP ASSEMBLY SEE TOP VIEW INSTALL IN LONG DIRECETION OF FOUNDATION SECTION /2" r-0" SECTION DETAIL 1/2" -0" TOP EXTRUSION AND CAP SEE DETAIL 10/A5.1 rTh,.. SECTION DETAIL -TOP ANGLE SEE DETAIL 10/A5A ANCHOR BOLT DETAIL '-o" SIGN MOUNTING ASSEMBLY. SEE DETAIL 11 12/A5.1 TOP OF FOUNDATION NOTE c. TRIM TOP OF BOLTS AND PAINT SECTION DETAIL 3/4" 1'-0" GROUND ROD CONNECTION- BY ELECTRICAL CONTRACTOR 111111111111.111111111111111111111111111111111111 11.1111111•1111111111111111•••11• 1111111M11111111111INIMMIHNIOM 111111111111111111111111111.1111111•1111111111111111 •111111111111111111111111111111111111111111111111111111 •1111111111111111111•1111•111111111111M111111 LAMPS AS REQUIRED 191 S-6" ELEVATION SIGN LIGHTING 1/4" 1 PLAN SECTION 1/2" 1°-0" WEATHERPROOF JUNCTION BOXES OVER HAND HOLES BY SIGN CONTRACTOR, LOCATE TOP AND BOTTOM OF COLUMNS TO PROVIDE ACCESS TO WIRING. 1 LONIJUI SEPARATE DATA AND POWER INTO DIFFERENT STEEL TUBE COLUMNS. ROUTE GROUND CONDUCTOR IN COLUMN W/POWER (FOR EXISTING CONDITIONS, SEE ABOVE). ALL CONDUCTORS SHALL BE PROVIDED W/6' OF SLACK ABOVE FOUNDATION FOR FINAL CONNECTION-BY SIGN CONTRACTOR. ALL CONDUCTORS TO RUN CONCEALED. /1 4) SEE 5/E4.1 FOR ADD,i1ONAL DETAILS. Th G RO N I N DETAIL NOTE: THIS DETAIL MIRRORED ON OTHER COLUMN. TOP VIEW DETAIL 3 1 PLAN SECTION /2" V-0" UTILITY SIZE FACE BRICK SOLDIER COURSE (COLOR TO MATCH BRICK), PROJECT 3/8"- UTIUTY SIZE FACE BRICK TO MATCH WALGREENS BUILDING ON 15# FELT ON 5/8" EXTERIOR PLYWOOD ON 4" METAL STUDS 24" O.C. PROVIDE FLASHING/WEEPS AS REQUIRED. '-0" MIN. SEPARATION F CONDUITS REQUIRED FOR FULL RUN SEE 15/A5.1 FOR PANEL TYPE 11111111111111111111111111111111111111111111111111111111 111111111111111111111111111111.11111111111111111111111111 11111111111111111111111111111•1111111111111111.11111 •1111111111111111111111111111111111111.1111INESI •1111111111111111111111111111111111111111111111111• LIMESTONE COLORED UTILITY SIZE FACE BRICK DOUBLE SOLDIER COURSE, PROJECT 3/8" STACKED HEADERS-NO SOLIDS OR MITERED UNITS TYPICAL ALL CORNERS SOLDIER COURSE ELEVATION 1/4" 1'--0" 6'-0" x "OPEN 24 HOURS": 8 3/4"H, X 9-OW. AND "DRIVE-THRU PHARMACY': 8 3/413, X 12 HELVETICA MEDIUM COPY. TYPE-AD "DRIVE-THRU PHARMACY" HELVETICA CONDENSED COPY: 9" CAPITAL LETTER TYPE-BN HEIGHT AND 12 -10" OVERALL COPY LENGTH. "OPEN 24 HOURS": 8 3/4"H. X 9 AND "PHARMACY": '8 3 4"H, X 6 HELVETICA MEDIUM COPY. TYPE-CU "PHARMACY" HELVETICA MEDIUM COPY: 12" CAPITAL LETTER HEIGHT AND 9' 3" OVERALL COPY LENGTH, CABINET ELEVATION /4" 1` -0" TYPE--DEl GENERAL NOTES: THE READER BOARD PYLON SIGN MUST BE INSTALLED AS TEE FIRST PRIORITY IN THE CONSTRUCTION SCHEDULE. THE FOUNDATION WITH STUBBED-IN CONDUITS WILL BE INSTALLED BY THE LANDLORD'S CONTRACTOR AT THE EARLIEST POSSIBLE DATE AFTER THE EXECUTION OF THE LEASE. THE PYLON SIGN WILL BE ELECTRIFIED AS SOON AS POSSIBLE AFTER INSTALLATION, SBOP DRAWINGS: SIGN CONTRACTOR SHALL SUBMIT (2) COPIES OF SHOP DRAWINGS TO WALGREENS FOR APPROVAL PRIOR TO CONSTRUCTION. ORIENTATION: SIGN FACE SHALL BE PERPENDICULAR TO THE MAJOR STREET. FOR ANY VARIATION TO ABOVE, SITE CONDITIONS SHALL GOVERN PROPER ORIENTATION-AS APPROVED BY WALGREENS. WORK RESPONSIBILIT/: RIZ III T &kik, WALGREENS SIGN CONTRACTOR WILL PROVIDE. SIGN CABINETS, TUBE STEEL SIGN, LEGS, AND BOLT CAGE. ELECTRICAL POWER, DATA CONDUIT, FOUNDATIONS, AND MONUMENT SIGN BASES ARE BY LANDLORD'S CONTRACTOR WALGREENS, ALL OTHER WORK BY WALGREEN'S SIGN c TR 1 1 6:AL OF PO D W R E U R G S ITO PP R L E Y By F A E CONTRACTOR. OSHKOSH T READER BOARD PYLON SIGN DETAILS (126 SQ. FT.) AS NOTED CLOOED_INATIONS: FOUNDATION CONTRACTOR, PRIOR TO INSTALL:INC FOUNDATION, SHALL: 1. VERIFY PERMIT REQUIREMENTS WITH WALGREENS SIGN CONTRACTOR. 2, OBTAIN BOLT CAGE FROM WALGREENS SIGN CONTRACTOR EERNIT ALL REQUIRED PERMITS SHALL BE OBTAINED BY WALGREEN'S SIGN CONTRACTOR. A5.1 CHANNEL LETTER LLD. SIGNS WINDOW SIGN INSTALLATION DETAILS CLEARANCE SIGN A R C H I T E C T H L 338 North Milwaukee ALBION Suite 50 n G R 0 MiliaukeeP WI 5320. 4 99 G THE ALBION GRCAJP, INC. ALL RIGHTS RES 4.223. 5.340 fax 3 BRONZE RETURNS W/ LIGHT BACKGROUND. WHITE RETURNS W/ DARK BACKGROUND. RED #2793 PLEXIGLAS FACE HELVETICA MEDIUM CHANNEL LETTERS. PRE FINISHED METAL, ALUMINUM FILLER. BACKS OF LETTERS .125 ALUMINUM PLATE. I FOR ELECTRICAL DATA SEE ELECTRICAL DRAWINGS 0 BRONZE RETURNS W/ LIGHT BACKGROUND. WHITE RETURNS W/ DARK BACKGROUND. 0 ELECTRONIC POWER SUPPLY CABLE TO RUN iI! LINE OF CANOPY CONCEALED BEHIND OR WITHIN WINDOW MULLIONS WHERE POSSIBLE. 2 S STEEL SUSPENSION CABLE TO CEILING STRUCTURE AS UNOBTRUSIVELY AS POSSIBLE. 1t' 4" 15' -2" 3 -1` �a Inu�II e (�ginn e PHARMACY r DROVE 4�Off�ID I�IS�dA�WO�iC�t 12.6 SF 2' -6" f 2:_ E CLEARANCE °Q CLE z Www.cll� arch, DRAWINGS,sPECIFICATIONS Bv: WALGREENS' CONSULTANT LANDLORD'S CONSULTANT 0 'WALGREENS" PYLON SIGN SIGN DATA:, 0 ILLUMINATED SIGN. E 7fr EQ 15.1 SF 6, s" TRANSPARENT STAND -OFF BUM WITH RUBBER TIP AS REQUIRED. 05 WINDOW GLASS SURFACE. 6 WALL CONSTRUCTION. EXTERI OA INTERI ©R ALL CONSTRUCTION WORK, UNLESS NOTED OTHER'✓II E. BY WALGREENS' CONTRACTOR U LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) SIGN PANEL FROM D63" THICK ALUMINUM WITH HEMMED EDGE', FACE TO BE YELLOW WITH 4" HIGH BLACK HELEVETICA MEDIUM CAPITAL LETTER COPY. BACKGROUND SURFACE COATING TO BE 3M "SCOTCHLITE" REFLECTIVE FILM, YELLOW #580 -71. SUSPEND SIGN ON ONE LINK OF CHAIN FROM CANOPY CEILING. 2 L•,r• 7.3 SF S TORE BUILC7$NG 2 SF NEW REMODELING RELOCATION OTHERS El NEW EXISTING NEW SHELL ONLY t`uTh- u°3 PHOTO S EE SHEET A5 PRIMARY PANEL SIZE: 4' -0" X 14' -4" OR 5' -4" X 16' -8" W INDOW SECTION 1 ELEVATION CLEARANCE SIGN 16.7 SF WORK RESPONSIBILITY ENTRANCE TOWER MORTAR 3 /4" 1'-o" AND PESTLE PLACEMENT j C AN _�l I EQ 5'-2" EQ ALL EXTERIOR BUILDING SIGNS SHALL BE FURNISHED AND INSTALLED BY WALGREENS SIGN CONTRACTOR. ALL OTHER RELATED WORK INCLUDING SIGN SUPPORTS AND SPECIFICATIONS POWER THIS SUPPLY SHALL BE PER SIGN ALL FINAL CONNECTIONS MADE BY SIGN CONTRACTOR. III :ilk?' D O Me 'Emulate wJIvw rIPFNIKIn_ i Preset Ilion =Heat!! Be3H i 12 N D:Piuc $hrtl PIMP!! ncy Visit Welrsite rlalgreerr I earie BANNER RY WALGREENS SIGN FIANUFACTURER 9 CONSTRUCTION SIGN N.T.S. CHANNEL LETTER L.E.D. SIGN DETAILS RED SCRIPT SIGN DATA G L J t_•' 2 c2 RED PLEXIGLAS #2793 FACE SIGN 16' -0" ,.A_.. 2 26' -8 1/2" 2C -8 3/4" 16' -9" LENGTH LENGTH LENGTH LENGTH LOWER CASE L ETtER CAPITAL LETTER TOP W BOTTOM AREA SQUARE FEET WEIGHT WINDOW OPENING ENTRANCE TOWER NEON DETAIL IF ROUGH WINDOW OPENING HEIGHT DOES NOT 26 "-8 1/2" 24 34` 45.375 55.79 373 3/8" 1' -0" MATCH DIMENSION SHOWING, CONTACT WALGREENS FOR CORRECT PLACEMENT. EQ 4' -0" EQ 20 °__8 3/4 18 26" 36 33.5 210 WHEN 2X BLOCKING IS USED, BLOCKING 16*' 15" 21" 28,5 19.53 142 OUT -TO -OUT DIMENSION IS EQUAL TO THE LOWER CASE DIMENSION. EXTERIOR SCRIPT SIGN KEYED NOTES 1 4 5 2 11 V SIGN SUPPORTS GENERAL CONTRACTOR SHALL RED FLAT TOP L.E.D. ILLUMINATION SEGMENT FURNISH INSTALL SUPPORTS WHERE STUD TYPE (TELEDYNE). FRAMING OCCURS BECK SIDE OF 'WALL SHALL .125 ALUMINUM BACK. r 1 REMAIN OPEN JNTIL ALL ELECTRICAL SIGN WORK IS COMPLETED. REFERENCE. S3M/A 5 "tt C-- fi l i\ ti i •11111 11•1 /J/ r a 6 I �I� 1�11 r TO OTHER LETTERS 2" X 1 -1/2" X 3/16'' #6061 ALUM. CHANNEL SPECIFICATIONS ON THIS SHEET'. MOUNTING CLIPS W/ 3/8 -16 HEX HEAD BOLTS 1 NUT AND WASHER. CONDUIT HOUSING THRU WALL SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION TRIM CAP (1/8" X 1 COLOR TO MATCH RET AND INSTALLATION THRU WALL REFERENCE: SPECIFICATIONS ON THIS SHEET. SEE ARCHITECTURAL DRAWINGS FOR MATERIAL. EXPANSION ANCHOR TOGGLE OR EPDXIED STUD TO 1l► WELD ON 40 AND RESIN BOND. ANCHOR "L" CLIP TO WALL SURFACE, USE CLEAR SEALANT AT BUILDING FACE. 2 #8 S.S. FLAT HEAD SCREW.# 13 PRE DRILLED 3/8" DIA. DRAIN HOLE W/ SHADOW 4 .063 ALUMINUM FILLER REFLECTIVE EXTERIOR SCREEN. (COLOR AS SPECIFIED BELOW) OF LETTER, AND 14 JUNCTION BOX. SEE ELECT. DRAWINGS. RELECTIVE WHITE INTERIOR. NOTE: SEALANTS FOR OPENINGS ARE TO BE COMPATIBLE BRONZE RETURNS. WITH THE MATERIALS THEY CONTACT. CONSULT FINISH LJ WHITE RETURNS. MANUFACTURER FOR RECOMMENDED SEALANTS. 5 nmikm kJ I ti I OPEN g ilt74) ]SVD 211Ak01 u SOURCE WALL FRAMING BY GENERAL CONTRACTOR NOTE: BEFORE LAYING OUT WALL OPENINGS VERIFY THAT FINISHED CEILING HEIGHT IS 4” ABOVE WALL OPENINGS LAYOUT WINDOW OPENING. ALL DIMENSIONS ARE BASED ON THIS 1 i 1 i 3/16 PLEXIGLAS. LOCATED IN CONTRO C A REA COMPUTATIONS FOR SCRIPT SIGNS ROOM SIGN LENGTH BOUNDARY 26 -8 1/2" 20' -8 3/4" 16' -9' TYPICAL SECTION THROUGH SIGN 33.5 S.F. 19.53 S.F. 3/8" 1' -0" (NORTHERN AND SOUTHERN PROTOTYPES) CONDITION. NOTE: 1 r t 55.79 S.F. SIGN SPECIFICATION 2 4,3;03 REVISIONS PER CIVIL GRADING 1, GENERAL CONTRACTOR SHALL: 3, SIGN CONTRACTOR: A. THIS CONTRACTOR SHALL COORDINATE ALL WORK. NOTIFY ELECTRICAL A. FOLLOW DRAWINGS SPECIFICATIONS OF SIGNS AND USE TEMPLATES OF CONTRACTOR SIGN CONTRACTOR AS SOON AS POSSIBLE AFTER THE SIGN APPROVED DIMENSIONS, CONTOURS, SHAPES AND WITH ELECTRICAL WALL OR STRUCTURE IS IN PLACE. GENERAL CONTRACTOR SHALL NOT CLOSE COMPONENTS CAPACITIES AS SPECIFIED, UP THE BACK SIDE OF WALL UNTIL ELECTRICAL CONTRACTOR SIGN CONTRACTOR HAVE COMPLETED THEIR WORK. B. SIGN CONTRACTOR SHALL FURNISH FOUR SETS OF SHOP DRAWINGS TO WALGREENS FACIUTIES PLANNING DEPARTMENT FOR REVIEW AND APPROVAL B. CONCEALED SIGN SUPPORTS: GENERAL CONTRACTOR SHALL PROVIDE PRIOR TO FABRICATION, CONCEALED CONTINUOUS WOLMANIZED STRUCTURAL GRADE WOOD SIGN SUPPORTS WHERE STUD OR RAFTER TYPE FRAMING OCCURS. C. SIGN CONTRACTOR SHALL CONSTRUCT SIGN IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES, AND ACCORDING TO UNDERWRITERS 1. WHERE SCRIPT SIGNS ARE SHOWN, PROVIDE 2 CONCEALED LABORATORIES SPECIFICATIONS AND TO BEAR U.L. LABELS. SIGN CONTRACTOR 2 X 6 MEMBERS AT TOP AND BOTTOM OF SCRIPT FOR ALL SIGNS UP SHALL OBTAIN ALL STATE AND MUNICIPAL PERMITS NECESSARY TO INSTALL TO 20' -8 3/4 SCRIPT SIGNS OVER 20' -8 3/4", PROVIDE 2 SIGN(S). CONCEALED 2 X 8 MEMBERS AT TOP AND BOTTOM OF SIGNS. 4. SIGN INSTALLATION AT BUILDING FACE WORK BY SIGN CONTRACTOR: 2. N /A. A. SIGN CONTRACTOR SHALL ESTABLISH CENTER LINE OF SIGN WALL. MEASURE LOCATION OF EACH ELECTRIC LEAD FROM THE CENTER OUTWARD. PROVIDE 1/2" 3. WHERE INDIVIDUAL LETTER SIGNS ARE SHOWN, PROVIDE 2 CONCEALED GALVANIZED CONDUIT AND HOUSING THROUGH 1 1/4" GROUND HOLES. LET 2 X 6 MEMBERS TOP AND BOTTOM OF SIGNS. THREADED CONDUIT PROJECT THROUGH WALL 1 1/2 2, ELECTRICAL CONTRACTOR: THIS CONTRACTOR SHALL PROVIDE ONE MAIN ELECTRIC SERVICE PANEL AND 0, SIGN CONTRACTOR SHALL PROVIDE A DISCONNECT SWITCH ON EXTERIOR OF FEEDS TO THE BACK SIDE OF SIGN WALL. ELECTRICAL CONTRACTOR SHALL SIGN FOR EACH CIRCUIT TO COMPLY WITH STATE AND LOCAL CODES. EACH PROVIDE CONDUIT, FEED AND JUNCTION BOXES ALONG BACK SIDE OF SIGN SIGN SHALL BE ACTIVATED BY APPROVED PHOTO CELL AND TIME SWITCH WITH WALL, PROVIDE JUNCTION BOXES FOR EACH LOCATION APPROXIMATELY WHERE MANUAL OVERRIDE SWITCH. ELECTRICAL CONTRACTOR TO FURNISH PHOTO 1 3,3/03 WALGREENS REVIEW 1 BID SET MANUFACTURE AND INSTALL ENTRY WAY WALL GRAPHICS FOR ENTRANCE TOWER, MORTAR PESTLE TO BE #3630 -36 "BLUE" SURFACE APPLIED VINYL FILM WITH OUTLINE BLUE NEON. INSIDE STARS TO REMAIN WHITE WITH OUTLINE WHITE NEON. OUTSIDE STARS TO BE #3630 -53 "RED" SURFACE APPLIED VINYL FILM WITH OUTLINE RED NEON. TRANSFORMERS TO BE REMOTE MOUNTED BEHIND WALL WITHIN RECESSED TRANSFORMER HOUSING. ALL PER SKETCH TO BE APPROVED BEFORE CONSTRUCTION. BACKGROUND WALL AND ALUMINUM PLATES TO BE PAINTED "DECORATOR WHITE". ENTRANCE TOWER NEON SIGN DETAILS 1 DOWNLOADED CRITERIA PLUS ADDEND' IM El 1 °D1" EMAIL RECEIVED C REVISED PER WI COMMERCIAL B' IILDING CODE B REVISED PER STRUCTURAL RECLIIREMENT A REVISED PER ✓ALGREENS PROJ C- Ai? CHITECr NO. DATE DESCRIPTION DOCUMENT ISSUES /BENCHMARKS STORE 07835 PROJECT NAME WALGREENS STORE (NEC) EMMERS HWY 21 OSHKOSH, WI 1 0 CI 4 8 16 DRAWING TITLE EXTERIOR SIGN DATA CCADD PLOT: SCALE: AS NOTED DRA'JVN BY: DRAWING NO. A OF DV' OS. IiOIG' PLOT: REVIEWED BY SIGN CONTRACTOR WILL PROVIDE CONDUIT HOUSING THROUGH WALL. PROVIDE CELL, TIME SWITCH, AND MANUAL OVERRIDE SWITCH. ELECTRIC SERVICE CAPACITIES AND CIRCUITS AS SHOWN ON ELECTRICAL DRAWINGS. RELEASED TO CONSTRUCTION: PROJECT NO. 0303 -00