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HomeMy WebLinkAbout1371 Rinehard Rd (a) (main plans) (2)SANFORD,, FL 11202 NEC RINEHART RD &. OREGON AVE SANFORD, FL DEVELOPED BY: tKHLDEPARTME i0SNTSTORESINC. N56 W17000 RIDGEWOOD DRIVE fi• MENOMONEE FALLS,`WISCONSIN 53051 TEL (262) 703-7000 FAX: (262) 703-7105 CHRISTOPHER B. GOBLE, AA LICENSE #AR-92018 C'ONC:iI:'; E ENCASED EL E C:TRODE Shalt be provided in the footing of this building, Not less than 20' of'L" reb-'W or #4 AWG bare Copper. `hall have 2 mininium of 2" of concrete cover. 2005 NEC article 25050. Inspection rcquired prior to pouring of the footing. Code violations found during inspection are required to be corrected, rantplan/permit issuance does not gapprovalofacodeviolation. 2004 FBC10,9 4-- Structural plan review is limited to a general survey for code compliance:-NLo review is implied nor was taken -o verify structural adegUacy CITY OF SANFORD PLAN REN-TEW Occupancy Use Group:, * 4 k Type of Construction, z., ;; Cade Edition 1.xjoI- Total Square Feet:_ ALL EXTERIOR DOORS AND WINDOWS SHALL MEET THE REQUIREMENTS OF THE FLORIDA PRODUCT APPROVAL SYSTEM, DCA RULE 913-72. STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 01/30/07 AND IT IS NOT SUITABLc. FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING :FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOrt REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. 10 SGO•t't&Goble Architects 1437 South Boulder AvenuA Suite 800 Tulsa, Oklahoma 74119-3609 p:, 918-587-8600 f: 918-587-8601 INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTIQN' AA 02/19/07 VGH ADDENDUM A A PLANS REVIEWED 0 'CITY OF SANFORD ApprOvold vr/ commerfts Z Certified i SOfeh/ lnspecto-rl revers lOn Specialists, Inc, FE TITLE SHEET ABBREVIATIONS S DESCRIPTIONSHEEt AND I.D. INSIDE DIAMETER T1 TITLE SHEET CENTERLINE I.E. INVERT ELEVATION 4 DIAMETER IN. INCH 1 G1 GENERAL INFORMATION & NOTES PLATE INSUL. INSULATION 7 •., Y FL PROPERTY LINE POUND OR NUMBER INT. INTERIOR y4 ARCHITECTURAL A.B. ANCHOR BOLT JT. JOINT ADA DETAILS ABV. ABOVE J.B.E. JOIST BEARING ELEVATION 1 SADAD1 HARDSCAPE AND LOADING DOCK PLAN A/C AIR CONDITIONING LAM. LAMINATED SD1.1 HARDSCAPE DETAILS, A.C. ASPHALTIC CONCRETE ACCESS, ACCESSIBLE LAV. LAVATORY Al FIRST FLOOR PLAN A.D. AREA DRAIN LT. LIGHT x x S A1.1 SECOND FLOOR PLAN ACOUS AFF ACOUSTICAL ' ABOVE FINISH FLOOR MAX. MAXIMUM LEGALDESCRIPTIONS BUILDING SUMMARY A1.2 ENLARGED OFFICE CORE PLAN AND INTERIOR DETAILS ALUM. ALUMINUM M.B. MACHINE BOLT A1.3 ENLARGED RESTROOM PLAN, ELEVATIONS & DETAILS APPROX. APPROXIMATE MECH. MECHANICAL BASED ON THE 2004 FLORIDA BUILDING CODE (FBC) A1.4 RESTROOM AND INTERIOR DETAILS ARCH. ARCHITECTURAL MFR. MANUFACTURER A2 DOOR SCHEDULE, DOOR FRAME TYPES AND DETAILS M.H. MANHOLE 2004 FLORIDA MECHANICAL CODE FMC BD. BOARD MIN . MINIMUM r 2004 FLORIDA PLUMBING CODE (FPC) A2.1 ENLARGED STAIR PLANS, STAIR SECTIONS AND DETAILS BLDG. BUILDING MISC. MISCELLANEOUS A2.2 ENLARGED STAIR PLANS, STAIR SECTIONS AND DERAILS ELK. BLOCK M.O. MASONRY OPENING 2005 NATIONAL ELECTRICAL CODE(NEC) BLK. BLOCKING MTD: MOUNTED 2004 FLORIDA FIRE PREVENTION CODE (FFPC) A2.3 ENLARGED STAIR PLANS AND STAIR SECTIONS BM. BEAM MT METAL 2003 NFPA 101 A2.4 ENLARGED ELEVATOR/ESCALATOR .PLANS, HOISTWAY ELEVATIONS B.N. BOT. BOUNDARY NAILING BOTTOM MTT MAIN TELEPHONE TERMINAL A2.5 ELEVATOR AND ESCALATOR SECTIONS 1997 FLORIDA ACCESSIBILITY CODE BTWN. BETWEEN MUL. MULLION 2004 FLORIDA BUILDING CODE, CHAPTER 13 -- ENERGY CODE (FBC) A2.6 ELEVATOR AND ESCALATOR DETAILS OCCUPANCY GROUPS M --- MERCANTILE . A - ASSEMBLY B - OFFICE S1 - STORAGE A3 EXTERIOR ELEVATIONS AND DETAILS - N NORTH CONSTRUCTION TYPE TYPE LIB, TABLE 601, FULLY SPRINKLERED A3.1 GATEWAY PLANS CAM. CAMBER N.I.C. NOT IN CONTRACT SEISMIC DESIGN CRITERIA SEE STRUCTURAL DRAWINGS A3.2 GATEWAY ELEVATIONS AND DETAILS C.B. CATCH BASIN NO. NUMBER ALLOWABLE HEIGHT: 55 '-0 " A3.3 GATEWAY AND TRELLIS DETAILS CEM. CEMENT NOM. N.T.S. NOMINAL NOT TO SCALE ALLOWABLE AREA. UNLIMITED AREA (4) 60 -0 YARDS PER FBC 507 A3.4 GATEWAY ROOF DETAILS CER. CERAMIC OCCUPANCY SEPARATION: NONE REQUIRED A3.5 STOREFRONT ELEVATIONS AND DETAILS C.I. CAST IRON 0/ OVER A3.6 HURRICANE SCREEN DETAILS C/J CEILING JOIST Q.A. OVERALL BUILDING SQ. FOOTAGE: FIRST LEVEL: 49,509 SF A4 ROOF PLAN CONTROL JOINT O.C. ON CENTER CLG. CEILING O.D. OUTSIDE DIAMETER BASED ON BUILDING AREA PER FBC SECOND LEVEL; AV 46,502 SF A4.1 ROOF DETAILS CLR. CLEAR OFD. OVERFLOW DRAIN SECTION 502.1) TOTAL: 96,011 SF A5 WALL SECTIONS CMU CONCRETE MASONRY UNIT OPG. OPENING A5.1 WALL SECTIONS C/0 CLEANOUT OPP. OPPOSITE BUILDING SQ" FOOTAGE; FIRST LEVEL, 49 6 SF C.O. CONDUIT ONLY BASED ON FLOOR AREA PER FBC SECOND LEVEL: A 46,502 SF A5'2 WALL SECTIONS COL. CONC. COLUMN CONCRETE PART N PARTITION SECTION 1002.1) TOTAL: 95,566 5F A5.3 WALL SECTIONS CONN. CONNECTION P.J. P.L. PANEL JOINT PROPERTY LINE A5.4 MISCELLANEOUS DETAILS INTERIOR FINISHES: WALLS: CEILING: CONSTR. CONSTRUCTION PLAS. PLASTER A6 ADDENDA A CONT. CONTINUOUS PLBG. PLUMBING CLASS B CLASS B CLASS B CONTR. CONTRACTOR PLYWD. PLYWOOD OCCUPANT LOAD AND EXIT ANALYSIS: P.O.C.POINT PR. OF CONNECTION PAIR VICINITY MAP FIRST LEVEL DBL. DOUBLE P.T. PRESSURE TREATED USE AREA LOAD FACTOR OCCUPANTS INTERIOR IMPROVEMENT DEFT. DEPARTMENT SALES FLOOR (M-GRADE FLOOR) 43,320 SF 30 GROSS 1,444 DET DETAIL Q.T. QUARRY TILE RC1 REFLECTED CEILING PLAN - FIRST LEVEL RECEIVING / STOCK (M--STOCK) 5,306 SF 300 GROSS 18 D/F DOUGLAS FIR RC2 REFLECTED CEILING PLAN -SECOND LEVEL D.F. DRINKING FOUNTAIN R. RADIUS LOSS PREVENTION (B) 147 SF 100 GROSS 2 DIM. DIAMETER R.D. ROOF DRAIN FIRST LEVEL TOTAL. 1,464 OCC. PP1 PARTITION PLAN - FIRST LEVEL DIM. DIMENSION REF. REFERENCE PP2 PARTITION PLAN - SECOND LEVEL qN DOWN RDWD, REFR. REDWOOD REFRIGERATOR Ws1 WALL STANDARD PLAN - FIRST LEVEL SECOND LEVELDRDOOR DS DOWNSPOUT REINF. REINFORCED NwY 417 USE M WS2 WALL STANDARD PLAN - SECOND LEVEL DWG. DRAWING REQ'D. REQUIRED SS1 SECURITY/SHELVING PLAN - FIRST LEVEL RESIL. RESILIENT SALES FLOOR (M-OTHER FLOORS) 38,200 SF 60 GROSS 637 SS2 SECURITY/SHELVING PLAN - SECOND LEVEL RM. ROOM STOCK (M-STOCK) 6,447 SF 300 GROSS 21 E EAST R.O. ROUGH OPENING OPEN OFFICE, RETURNS, ETC. (B) 1,033 SF 100 GROSS 10 FP1 FLOORING PLAN - FIRST LEVEL EA. EACH R.O.W. RIGHT OF WAY FP2 FLOORING PLAN -- SECOND LEVEL E,C. ELECTRICAL CONTRACTOR R.S. RESAWN LOUNGE & TRAINING (A) 822 SF 15 NET 55 FDN FLOORING DETAILS AND NOTES EIFS EXTERIOR INSULATION SECOND LEVEL TOTAL; 723 OCC. DS1 DETAILS AND SECTIONSFINISHINGSYSTEMTOTALOCCUPANCY2,187 OCC. E.J. EXPANSION JOINT S SOUTH NE R DS2 DETAILS AND SECTIONS EXIT WIDTHS ANALYSIS: ELEC. ELECTRICAL S.A.T. SUSPENDED ACOUSTICAL TILE DS3 DETAILS AND SECTIONS S.C. SOLID CORE s OREGON AVE AREA OCCUPANTS FACTOR REQUIRED PROVIDED E.P. EL ELEVATIIOAL PANE . SCHED. SCHEDULE DS4 DETAILS AND SECTIONS EQ. EQUIP. EQUAL EQUIPMENT SECT. SGL. SECTION SINGLE W SALES AREA: A 2 5.5' (12'-0" AUTO. DOORS) = 22.' (264 IN.) 1,444 0.2 289 IN. 264 IN. EL1 INTERIOR ELEVATIONS 3-1EL2 INTERIOR ELEVATIONS E.W. EACH WAY SHT. SHEET o TRC FIRST LEVEL: EXIST. EXISTING SI-iTG. SHEATHING A EL3 INTERIOR ELEVATIONS EXT. EXTERIOR SIM. SIMILAR 2 X 5.5' (12'--0" AUTO. DOORS) = 22.' 264 IN.) 1,464 0.2 293 IN. 363 IN. EL4 INTERIOR ELEVATIONSA SPEC. SPECIFICATION T r 3 X 2.75' (3'-0" DOORS) _ '13.75' 99 IN. EL5 INTERIOR ELEVATIONS FDN FOUNDATION SQ. SQUARE TO L SECOND LEVEL: M F.D. FLOOR DRAIN SSK. SERVICE SINK M EL6 INTERIOR ELEVATIONS F.F. FINISH FLOOR SS. STAINLESS STEEL STAIRWAY 104 180.75 0,30 54 IN. 54 IN. EL7 INTERIOR ELEVATIONS FIN. FINISH STD. STANDARD STAIRWAY 105 180.75 0.30 54 IN. 54 IN. CP1 PHONE AND DATA GABLE PLAN -- FIRST LEVEL FIXT, FIXTURE STL. STEEL STAIRWAY 106 180.75 0.30 54 IN. 54 IN. FLR. FLOOR STOR. STORAGE CP2 PHONE AND DATA CABLE PLAN -- SECOND LEVEL F.L. FLOW LINE STRUCT. STRUCTURAL STAIRWAY 107 180.75 0.30 54 IN. 54 IN. SSP STOCK SHELVING PROFILES AND APPAREL RETRIEVAL -SYSTEM FLUOR. FLUORESCENT S.Q.V. SHUT OFF VALVE FLOOR PLAN LEGENDS A BAS1.1 BUILDING AUTOMATION SYSTEM PLAN F.H. FIRE HYDRANT SYM. SYMMETRICAL OTHER EGRESS COMPONENTS F.O.M. FACE OF MASONRY 4 X 3.25' (3'-6" DOOR) = 13' (156 IN.) -LEVEL TWO 723 0.2 145 IN. 156 IN. BAS1.2 BUILDING AUTOMATION, SYSTEM PLAN F.O.S. FACE OF STUD 3 X 5.5' (6'-0" DOOR) = 16.5' (198 IN.) -LEVEL ONE 180.75 0.30 IN. 198 IN BAS2 BUILDING AUTOMATION SYSTEM PLAN F.S. FLOOR SINK T.B. TOP OF BEAM FT. FOOT/FEET T.C. TOP OF CURB 2 X 2.75' (3'--0" DOOR) = 5.5' (66 IN.) -LEVEL ONE 180.75 0.30 54 IN. 66 IN. F.T. FIRE TREATED TEL. TELEPHONE GRID LINE FTG. FOOTING TFFCI TENANT FURNISHED, MINIMUM NUMBER OF EXITS REQUIRED FROM THE FIRST LEVEL: 4 STRUCTURAL FURR, FURRING FIXTURE CONTRACTOR INSTALLED ACTUAL NUMBER OF EXITS PROVIDED FROM THE FIRST LEVEL: 8 FUT. FUTURE TFGCI TENANT FURNISHED, WALL SECTION DETAIL SO.1 GENERAL NOTES AND DETAILS GENERAL CONTRACTOR INSTALLED MINIMUM NUMBER OF EXITS REQUIRED FROM THE SECOND LEVEL: 3 T&G TONGUE AND GROOVE ACTUAL NUMBER OF EXITS PROVIDED FROM THE SECOND LEVEL: 4 S1.1 FOUNDATION PLAN GA. GAUGE THK. THICK DETAIL IDENTIFICATION S1.2 SECTIONS AND DETAILS GALV. GALVANIZED T.P. TOP OF PARAPET MAXIMUM DISTANCE TO AN EXIT W/ SPRINKLERED BUILDING 250 FT. G.C. GENERAL CONTRACTOR T.S. TOP OF SHEATHING CENTERLINE PLUMBING FIXTURE REQUIREMENTS: S1.3 SECTIONS AND DETAILS GCFGCI GENERAL CONTRACTOR T.W. TOP OF WALL S2.1 SECOND FLOOR FRAMING PLAN FURNISHED AND. INSTALLED TYP. TYPICAL o DOOR SYMBOL APPLICABLE CODE: 2004 FLORIDA PLUMBING CODE S2 2 CANOPY FRAMING PLAN AND SECTIONS AND DETAILS G.I. GALVANIZED IRON G.L.B. GLU•-LAM BEAM U.O.N. UNLESS OTHERWISE NOTED EXIT SIGN SYMBOL GL. GND. GLASS GROUND VERT. VERTICAL SALES FLOOR ROOM NAME GR GRADE V.T.R. VENT THROUGH ROOF C ROOM NUMBER GYP. G GYPSUM G.F.R.0 GLASS FIBER REINFORCED CONCRETE W WEST MATERIAL/FINISH W/ WITH H.B. HOSE BIBB WD. WOOD H.C. HANDICAPPED W.H. WATER HEATER O KEYNOTE HDR. HEADER W/0 WITHOUT HDW. HARDWARE W,P.J. WEAKENED PLAN JOINT 0 REVISION DELTA HT. HEIGHT W.R. WATER RESISTANT H.M. HOLLOW METAL W.W.F. WELDED WIRE FABRIC METAL STUD WALL HORIZ HORIZONTAL FLAT STOCK ONLY) METAL STUD WALL - ONE HOUR RATED (IF FIXTURES REQUIRED OCCUPANCY OCCUPANT WATER LAVATORIES TYPE LOAD CLOSETS M 2,081 5 3 B (SEE NOTE 66 2 2 2 BELOW) S-1 39 1 1 TOTAL FIXTURES REQUIRED: 8 FIXTURES PROVIDED WATER CLOSETS LAVATORIES MALE FEMALE UNISEX MALE FEMALE UNISEX 4 SEE NOTE 1 BELOW) 5 2 4 4 1 TOTAL WATER CLOSETS TOTAL LAVATORIES 11 9 S2.3 SECTIONS AND DETAILS S3.1 ROOF FRAMING PLAN S3.2 SECTIONS AND DETAILS S3.3 SECTIONS AND DETAILS S3.4 SECTIONS AND DETAILS S3.5 SECTIONS AND DETAILS S4.1 ELEVATIONS AND SECTIONS AND DETAILS PLUMBING P1.1 PLUMBING PLAN FIRST FLOOR P1,2 PLUMBING PLAN SECOND FLOOR H.P. HIGH POINT HTG. HEATING HDWD. HARDWOOD HVAC HEATING, VENTILATION & AIR CONDITIONING t.,.*4_.= >.. APPLICABLE) TILT UP • WALL - NOTES: 1. (2) URINALS SUBSTITUTED FOR TOILETS PER FPC 419.2. 2. COMBINED OCCUPANTS FOR BUSINESS AND ASSEMBLY AREAS. P2 ENLARGED PLUMBING PLANS AND SCHEDULE P3 PLUMBING DETAILS AND SPECIFICATIONS MECHANICAL M1.1 MECHANICAL PLAN FIRST FLOOR DIRECTORY M1.2 MECHANICAL PLAN SECOND FLOOR M2 MECHANICAL SCHEDULES AND SPECIFICATIONS SITE -ADAPT -ARCHITECT SCOTT&GOBLE ARCHITECTS 1437 S. BOULDER, SUITE 800 TULSA, OK 74119 TEL: (918) 587-8600 FAX: (918) 587---8601 ATTN: VIRGINIA HART EMAIL: vhart@scottgoble.com SITE DEVELOPER CONTINENTAL PROPERTIES COMPANY, INC. W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53052 TEL: (262) 532-9315 FAX: (262) 502-5522 ATTN: TOM GILGENBACH _ _ EMAIL: tgilgenbach@cproperties.com STRUCTURAL ENGINEER AMBROSE ENGINEERING, INC. W66 N215 COMMERCE CT. SUITE 100 CEDARBURG, WI 53012 TEL: (262) 377-7602 FAX: (262) 377-4868 ATTN: BOB STECKEL EMAIL: bob.steckel@ambengxom M.E.P. ENGINEERS LARSON BINKLEY, INC. 6363 COLLEGE BLVD. SUITE 400 OVERLAND PARK, KS 6621 1-1542 TEL: ( 913) 383-5809 FAX: ( 913) 383-2831 ATTN: DAVID . COBURN EMAIL: david.coburn@larsonbinkley.com CIVIL ENGINEER MSCW 4750 NEW BROAD STREET ORLANDO, FL 32814 TEL: ( 407) 422-3330 FAX: ( 407) 422-3329 ATTN: EMAIL: SOILS ENGINEER TO BE DETERMINED BUILDING DEPARTMENT CITY OF SANFORD 300 NORTH PARK AVENUE SANFORD, FL 32771 TEL: ( 407) 330-5686 FAX: ( 407) 328-3859 ATTN: WAYNE THORNE EMAIL: thornew@ci.sanford.fl.us LANDSCAPE ARCHITECT TO BE DETERMINED PLANNING DEPARTMENT CITY OF SANFORD 300 NORTH PARK AVENUE SANFORD, FL 32771 TEL: ( 407) 330-5669 FAX: ( 407) 330-5679 ATTN: LARRY ROBERTSON EMAIL: robertsl@ci.sanford.fl.us FIRE DEPARTMENT CITY OF SANFORD 300 NORTH PARK AVENUE SANFORD, FL 32771 TEL: ( 407) 302--2516 FAX: ( 407) 302-2526 ATTN: TIM , ROBLES.... EMAIL: roblest@ci.sonford.fl.us GENERAL CONTRACTOR R. A. ROGERS CONSTRUCTION 111 WEST MAGNOLIA AVENUE LONGWOOD, FL 32750 TEL: ( 407) 339-4001 FAX: ( 407) 339--4911 ATTN: JAY BROWN EMAIL: ELECTRICAL E1. 1 LIGHTING PLAN FIRST FLOOR E1. 2 LIGHTING PLAN SECOND FLOOR E2. 1 POWER PLAN FIRST FLOOR E2. 2 POWER PLAN SECOND FLOOR E3 PANEL SCHEDULES AND SPECIFICATIONS E4 CONTACTOR, DETAILS, AND ONE --LINE DIAGRAM E5 ELECTRICAL DETAILS AND LIGHT FIXTURE SCHEDULE jg4s 1 470 GENERAL OTCFIRE NOTESADA ACCESSIBILITY NOTES DISABLED ACCESS FOR BUILDINGS GENERAL NOTES TO °CONTRACTOR INCLUDED AS A DEPARTMENT OF FIRE PREVENTION REQUIREMENT. SITEWORK BY OTHERS CONTROLS & OPERATING MECHANISMS 1. VISIT THE SITE TO BECOME FAMILIAR WITH THE CONDITIONS TO BETTER UNDERSTAND THE 1. THE MAXIMUM FLAME SPREAD CLASSIFICATION OF FINISH RAMPS GENERAL - CONTROLS AND OPERATING MECHANISMS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS. VERIFY ALL DIMENSIONS, ELEVATIONS AND MATERIAL .USED ON INTERIOR WALLS AND CEILINGS SHALL NOT NOTE: ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS GREATER THAN 1 FT. THE PROVISIONS OF THIS SECTION. 'THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, CONDITIONS PRIOR TO BEGINNING ANY WORK AND NOTIFY THE ARCHITECT OF ANY EXCEED THAT SET FORTH IN THE LATEST EDITION OF THE RISE IN 20 FT. OF HORIZONTAL RUN. RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN ONE OF THE REACH RANGES DISCREPANCIES. DO NOT SCALE DRAWINGS. BUILDING CODE. DETAILED BELOW. CLEAR FLOOR SPACE SHALL BE PROVIDED AT CONTROLS, DISPENSERS, RECEPTACLES 2. PROVIDE FIRE STOPPING TO CUT OFF ALL CONCEALED DRAFT 1. THE MAXIMUM SLOPE OF A RAMP THAT SERVES ANY EXITWAY, PROVIDES ACCESS FOR PERSONS WITH AND OTHER OPERABLE EQUIPMENT AS DETAIL BELOW. 2. UNLESS OTHERWISE INDICATED ON THESE DRAWINGS OR IN THE PROJECT MANUAL AS BEING OPENINGS (BOTH VERTICAL AND HORIZONTAL) AT 10'-0" O.C. DISABILITIES, OR IS IN THE PATH OF TRAVEL SHALL BE 1 FT. RISE IN 12 FT. OF HORIZONTAL RUN. 1. ELECTRICALN.I.C. OR EXISTING, ALL ITEMS, MATERIALS, ETC. AND INSTALLATION of THE SAME ARE PART OF EACH WAY. AND COMMUNICATIONS SYSTEM RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN THE CONTRACT DEFINED BY THESE DRAWINGS. 3. PROVIDE AND INSTALL 4" HIGH BUILDING ADDRESS NUMBERS. 2, THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1:50 (1/4" / FT.). 15" ABOVE THE FLOOR, VERIFY SIZE AND LOCATION WITH FIRE DEPARTMENT. PRIOR TO EXCEPTION: THESE REQUIREMENTS DO NOT APPLY WHERE THE USE 3. SOLELY AS A CONVENIENCE TO THE OWNER AND CONTRACTOR, THE ARCHITECT MAY INCLUDE INSTALLATION. 3, THE MINIMUM WIDTH OF RAMPS SHALL BE AS REQUIRED FOR STAIRWAYS AND EXITS, OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE ELECTRICAL DOCUMENTS (OR INCORPORATE RECOMMENDATIONS) PREPARED BY CERTAIN OWNER 4. PROVIDE A COMPLETE SUPERVISED AUTOMATIC FIRE SPRINKLER AND COMMUNICATIONS SYSTEMS RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. CONSULTANTS INTO THE DOCUMENTS ISSUED BY THE ARCHITECT. IT i5 EXPRESSLY SYSTEM IN STRICT ACCORDANCE WITH THE 4. DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS UNDERSTOOD AND AGREED THAT FOR ANY INFORMATION PROVIDED BY SAID CONSULTANTS, THE FIRE .DEPARTMENT REGULATIONS. SUBMIT PLANS BY A LICENSED FIRE SPRINKLER THAN 42" AND SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 3" WHEN FULLY OPEN. 2. CONTROLS AND OPERATING MECHANISMS ARE OPERABLE WITH ONE HAND AND DOARCHITECTASSUMESNOLIABILITY, REGARDLESS OF SUCH INCLUSION. CONTRACTOR DIRECTLY TO THE FIRE DEPARTMENT, BUILDING 5. RAMP LANDINGS ARE NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS IS NO 4, THE SOIL REPORT FOR THIS PROJECT IS TO BE ADHERED TO. NOTIFY THE ARCHITECT, DEPARTMENT FOR REVIEW AND APPROVAL. NOT CONSIDERED IN DETERMINING THE MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP. GREATER THAN 5 POUNDS OF FORCE. ENGINEER AND OWNER OF ANY DISCREPANCY BETWEEN THIS REPORT AND THE PLANS OR 5. EXIT SIGNS SHALL MEET THE REQUIREMENTS OF THE BUILDING FORWARD REACH TO WALL MOUNTED OBJECTSSPECIFICATIONSPRIORTOBEGINNINGWORK. AND FIRE CODES. SEE FLOOR PLANS, REFLECTED CEILING 6. IF A RAMP RUN HAS A RISE GREATER THAN 6 IN. OR A HORIZONTAL PROJECTION GREATER THAN 72 IN., PLANS, AND ELECTRICAL LIGHTING PLANS FOR LOCATION OF EXIT THEN IT SHALL HAVE HANDRAILS ON BOTH SIDES. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS OR 30"x48" 5. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED BUILDING CODE (AS LIGHTING. PROVIDE EXIT PATH LIGHTING GIVING A VALUE OF ADJACENT TO SEATING IN ASSEMBLY AREAS. CLEAR FLOOR SPACE FOR FORWARD APPROACH IS PROVIDED TO OBJECT. AMENDED), ALL ORDINANCES AND REGULATIONS OF THE CITY OR COUNTY WITH JURISDICTION, AND ANY SPECIAL REQUIREMENTS INDICATED IN THE BUILDING SUMMARY OR THESE ONE FOOT CANDLE MINIMUM AT FLUOR LEVEL. ILLUMINATED EXIT SIGNS SHALL BE POWERED FROM SEPARATE CIRCUITS AND 7. THE GRIP PORTION OF HANDRAILS SHALL NOT BE LESS THAN 1 1/4" OR GREATER THAN 1 ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE ADJOINS OR OVERLAPS AN ACCESSIBLEGENERAL NOTES. SEPARATE SOURCES. 1/2" IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE, AND ROUTE OR ADJOINS ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. 6. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE ALL SURFACES SHALL BE SMOOTH WITH NO SHARP CORNERS, HANDRAILS SHALL NOT ROTATE WITHIN MAXIMUM 48" FORWARD REACH HEIGHT FROM THE FLOOR SURFACE. 6. ALL EXTERIOR BUILDING SIGNAGE IS EXCLUDED FROM THIS CONTRACT. THE SIGN CONTRACTOR WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR THEIR FITTINGS. WILL OBTAIN SEPARATE APPROVALS AND PERMITS FROM GOVERNING AGENCIES FOR SIGNAGE. EFFORT. ONLY THE MAIN EXIT DOOR MAY HAVE KEY OPERATED MINIMUM 15" LOW FORWARD REACH HEIGHT FROM THE FLOOR SURFACE. HARDWARE AND SHALL BE LABELED 'THIS DOOR TO REMAIN 8 HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1 1 /2" BETWEEN THE WALL AND THE 7, BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS, LICENSES, INSPECTIONS AND TESTING AS UNLOCKED DURING BUSINESS HOURS" IN BLOCK LETTERS A HANDRAIL. FORWARD REACH OVER OBSTRUCTIONSREQUIREDBYTHECONTRACTDOCUMENTSORANYGOVERNMENTAGENCY, MINIMUM OF 1" HIGH ON CONTRASTING BACKGROUND. EFFORT 8. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, UTILITIES, OTHER TO OPERATE IS NOT TO EXCEED 8 1/2 LBS FOR EXTERIOR go MOUNT HANDRAILS AT 34"-38" ABOVE THE RAMP. NOTE: MAXIMUM DEPTH OF OBSTRUCTION ALLOWED IS 25 WHEN DEPTH OF OBSTRUCTION IS BETWEEN SERVICES AND RELATED TASKS NECESSARY FOR PROPER EXECUTION OF THE CONSTRUCTION DOORS, 5 LBS. FOR INTERIOR DOORS AND 15 LBS. FOR FIRE RATED DOORS. 10,ANY WALL OR OTHER SURFACE ADJACENT TO HANDRAILS SHALL BE FREE OF SHARP OR ABRASIVE 20"--25": REQUIRED BY THE CONTRACT DOCUMENTS, ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8"' 7. WITHIN A STRUCTURE MAINTAIN AISLES LEADING TO REQUIRED MAXIMUM 48" FORWARD REACH HEIGHT FORM THE FLOOR SURFACE. 9. ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS. COMPLY WITH SAFETY EXITS CONTINUOUSLY TO A PUBLIC WAY OR APPROVED REFUGE STAIRWAYS NOTE: CLEAR AND UNOBSTRUCTED SPACE BENEATH THE OBSTRUCTION REGULATIONS AND RESTRICTIONS AS REQUIRED FOR WORKER AND PEDESTRIAN PROTECTION AREA. MUST BE EQUAL TO OR GREATER THAN THE DEPTH OF THE OBSTRUCTION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. PROVIDE PROTECTION AS 8. MAINTAIN EXTERIOR WALKWAYS WITH A MINIMUM WIDTH OF 44" 1. HANDRAILS ARE REQUIRED ON EACH SIDE OF THE STAIRS, MOUNTED AT 34"-38" ABOVE THE NOSING OF THIS CLEAR SPACE SHOULD BE A MINIMUM OF 30" HIGH TO ALLOW FOR REQUIRED TO PREVENT ANY DAMAGE TO EXISTING CONSTRUCTION WITHIN AND ADJACENT TO THE TO A PUBLIC .WAY. THE TREADS. SEE DRAWING FOR HANDRAIL EXTENSIONS AT THE TOP AND BOTTOM OF THE STAIRS. CLEARANCE OF A WHEELCHAIR ARM REST UNDER THE OBSTRUCTION). JOBSITE. WHERE DAMAGE OCCURS, REPAIR OR REPLACE DAMAGED AREA AND/OR MATERIAL AS REQUIRED TO THE OWNER'S APPROVAL AT NO ADDITIONAL COST. THESE REQUIREMENTS SHALL 9• PROVIDE FIRE DAMPERS WHERE DUCTWORK PENETRATES A FIRE 2. ENDS SHALL BE RETURNED OR TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. SIDE REACH TO WALL. MOUNTED OBJECTS APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL HOURS. RATED WALL OR CEILING ASSEMBLY. 10.13RING ANY ADDITIONAL 10. DURING CONSTRUCTION AND/OR DEMOLITION, PROVIDE A 3. THE HANDGRIP PORTION OF HANDRAILS SHALL NOT BE LESS THAN 1 1/4" OR GREATER THAN 1 1/2" IN 30"x48" CLEAR FLOOR SPACE FOR PARALLEL APPROACH IS PROVIDED AT OBJECT. REVISION OR WORK REQUIRED BY FIELD CONDITIONS OR LOCAL PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS CROSS SECTIONAL DIMENSION OR THE SHAPE SHALL HAVE A SMOOTH SURFACE WITH NO SHARPGOVERNINGAUTHORITIESTOTHEATTENTIONOFTHETENANT/OWNER BEFORE PROCEEDING. THAN 2A OR 2A10BC WITHIN 75' TRAVEL DISTANCE OF ALL CORNERS. ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ONE FULL UNOBSTRUCTED SIDE of THE CLEAR FLOOR SPACE ADJOINSIN OR OVERLAPS AN ACCESSIBLE PORTIONS OF THE BUILDING ON EACH FLOOR, ABRASIVE ELEMENTS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. ROUTE OR ADJOINS ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. 11. VERIFY THE SIZE AND LOCATION OF ALL UTILITY LINES AND STUBS TO THE BUILDI BRING ALL UTILITY LINES (WATER, SEWER, GAS, STORM DRAIN, TELEPHONE AND ELECTRICAL, ELECTRICAL, 11. AT THE TIME OF OCCUPANCY PERMIT, INSTALL EXTINGUISHERS 4. OUTDOOR STAIRS AND THEIR APPROACHES SHALL BE DESIGNED SO .THAT WATER WILL NOT ACCUMULATE CLEAR FLOOR SPACE BEGINS A MAXIMUM OF 10" FROM THE WALL. ETC.) INTO THE BUILDING, FROM TERMINATION POINTS AS INDICATED, READY FOR SERVICE. FURNISHED BY KOHL'S OF THE SIZE AND TYPE REQUESTED BY ON WALKING SURFACES. PRIOR TO THE COMMENCEMENT OF THIS WORK, BRING ANY DISCREPANCIES TO 'THE ATTENTION THE FIRE OFFICIAL. FIRE EXTINGUISHERS LOCATIONS SHALL BE MAXIMUM 48" REACH HEIGHT FROM THE FLOOR SURFACE. OF THE SITE CONTRACTOR &TENANT OWNER REPRESENTATIVE. DETERMINED BY FIELD INSPECTION IF NOT INDICATED ON THE 5. ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH, . ROUNDED, OR APPROVED PLANS. LOCATIONS SHALL BE AGREED UPON BY CHAMFERED EXPOSED EDGES, AND NO ABRUPT EDGES AT NOSING (LOWER FRONT EDGE). MINIMUM 15„ LOW REACH HEIGHT FROM THE FLOOR SURFACE. 12.NO ADDITIONAL ROOF OPENINGS OR ROOF MOUNTED EQUIPMENT BEYOND THAT WHICH IS KOHL'S AND THE FIRE OFFICIAL. ALL FIRE EXTINGUISHERS TO SHOWN ON THESE PLANS SHALL BE ALLOWED WITHOUT WRITTEN CONSENT OF THE ARCHITECT HAVE U.L. APPROVAL. 6. THE NOSING SHALL NOT PROJECT MORE THAN 1 1/2" PAST THE FACE OF THE RISER BELOW. SIDE REACH OVER OBSTRUCTIONS AND STRUCTURAL ENGINEER. 12. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIAL TO THE PROJECT SITE, THE SITE WATER SYSTEM 7, OPEN RISERS ARE NOT PERMITTED. MAXIMUM HEIGHT OF OBSTRUCTION IS 34" FROM THE FLOOR SURFACE. 13.NO STRUCTURAL MEMBER (SHALL BE CUT FOR PIPES, A.C. DUCTS, ETC., UNLESS SPECIFICALLY SHALL PASS ALL REQUIRED TESTS AND BE CONNECTED TO THE PUBLIC WATERDETAILEDAND/OR APPROVED BY THE STRUCTURAL ENGINEER. SUPPLY SYSTEM, IN ADDITION, AN APPROVED ALL WEATHER ROAD MAXIMUM DEPTH OF OBSTRUCTION IS 24". 14.L SHALL BE IN PLACE TO PROVIDE ADEQUATE AND PERMANENT ENTRANCES & EXIT SHOP WELDING IS TO DONE A CERTIFIED LICENSED SHOP. ALL FWELDINGECTION, ACCESS FOR EMERGENCY VEHICLES. MAXIMUM 46" SIDE REACH HEIGHT FROM THE FLOOR SURFACE. SHALL SHALL BE DONE ONLY BY LICENSED CENSEDW WELDERSUNDER CONTINUOUS SPECIAL. INSPECTION, WITH 1. DURING PERIODS OF PARTIAL OR RESTRICTED USE OF A BUILDING OR FACILITY, THE ENTRANCES USED CERTIFICATE ISSUED AS REQUIRED BY THE BUILDING OFFICIAL, 13. MAINTAIN GOOD HOUSEKEEPING AT ALL TIMES. ACCUMULATION OF FOR PRIMARY ACCESS SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES. FRONT (FORWARD) APPROACH TO OBJECTS WITHIN ALCOVES COMBUSTIBLE WASTE MATERIALS IN THE BUILDING IS NOT 15. WHERE LARGER STUDS AND/OR FURRING ARE REQUIRED TO COVER DUCTS, PIPING, COLUMNS, ALLOWED. 2. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL MINIMUM 30"x48" CLEAR FLOOR SPACE FOR ALCOVES WITH A DEPTH OF 24" OR LESS. X- BRACING, SADDLES, BOLTS, CONDUIT, ETC., THE LARGER SIZE STUD AND/OR FURRING SHALL KNOWLEDGE OR EFFORT. EXTEND THE FULL LENGTH AND HEIGHT OF THE SURFACE WHERE THE FURRING OCCURS. 14. PROVIDE AND INSTALL A KNOX KEY BOX AT MAIN ENTRANCE / MINIMUM 36"x48" CLEAR FLOOR SPACE FOR ALCOVES WITH A DEPTH GREATER THAN 24". EXIT ( LOCATION AS DETERMINED BY THE FIRE MARSHAL - SEE 3. MANUALLY OPERATED EDGE OR SURFACE -"MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. 16. SHOULp ANY ASPHALTIC CONCRETE REQUIRE PATCHING ADJACENT TO BUILDINGS, IT SHALL BE SHEET Al FOR PROTOTYPICAL LOCATION). PLACE KEYS FOR WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE ADJOINS OR OVERLAPS AN ACCESSIBLE LEOFTHESAMESECTIONANDDRAINAGEPROFILEAS 'THE ADJACENT PAVED AREAS. FIRE DEPARTMENT EMERGENCY ACCESS IN KNOX-BOX. KNOX LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOORKNOB OR SURFACE -MOUNTED ROUTE OR ANOTHER 30"x48" CLEAR FLOOR SPACE, BOX TO BE 3200 SERIES RECESSED MOUNT WITH LIFT-OFF HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 17. PROPERLY SEAL ALL OPEN JOINTS IN THE EXTERIOR BUILDING ENVELOPE TO PREVENT AIR AND WATER INFILTRATION, COMPLY WITH ALL FIRE RATING REQUIREMENTS. DOOR AND UL LISTED DOOR TAMPER SWITCH, DARK BRONZE FINISH. 4, LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL SIDE -((PARALLEL) APPROACH TO OBJECTS WITHIN ALCOVES BE OPERABLE WITH A SINGLE EFFORT BY LEVER .TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING 18. ALL FLOORS IN PUBLIC AREAS SHALL HAVE NUN -SLIP SURFACES IN COMPLIANCE WITH THE 15. CLEARLY IDENTIFY FIRE -PROTECTION EQUIPMENT AND FIRE BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP MINIMUM 30"x48" CLEAR FLOOR SPACE FORLC ALCOVESWITH A DEPTH OF 15" OR LESS, HEALTH AND SAFETY CODES" OF THE STATE OF IN WHICH THE PROJECT IS LOCATED. HYDRANTS, IN A MANNER APPROVED BY THE FIRE MARSHAL, TO THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. B PREVENT OBSTRUCTION BY PARKING AND OTHER OBSTRUCTIONS. MINIMUM 30"x60" CLEAR FLOUR SPACE FOR ALCOVES WITH A DEPTH GREATER THAN 15", 19. WHERE EXIT DOORS SWING OUT OVER THE LANDING, THE LANDING SHALL NOT BE MORE THAN 5. HAND -ACTIVATED DOOR OPENING HARDWARE SHALL BE MOUNTED AT 48" MAX. ABOVE THE FLOOR. 1/ 2" BELOW THE THRESHOLD. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE ADJOINS OR OVERLAPS AN ACCESSIBLE 16. WHEN INSTALLING MECHANDISE RACKS AND SHELVING, THE 6. EVERY DOORWAY WHICH IS LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL SHALL BE OF A SIZE AS ROUTE OR ANOTHER 30"x48" CLEAR FLOOR SPACE, 20. ALL EXTERIOR OPENINGS SHALL COMPLY WITH THE CITY SECURITY ORDINANCES, REQUIRED AISLE WIDTH SHALL NOT BE LESS THAN 36" IN CLEAR TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FT, IN WIDTH AND NOT LESS THAN 7'-0" WIDTH. IN HEIGHT. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH 21. NO BUILDING OR PORTION' OF A BUILDING SHALL BE OCCUPIED OR USED FOR STORAGE PRIOR OF THE EXIT IS NOT LESS THAN 32". TO THE ISSUANCE OF THE TEMPORARY CERTIFICATE OF OCCUPANCY. APPROVAL FOR OCCUPANCY 15 ONLY GRANTED AFTER ACCEPTANCE BY GOVERNING AGENCIES. 7. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90"' FROM ITS CLOSED POSITION, SIGNS 8c IDENTIFICATION 22. PROTECT REAR BUILDING EXPOSED CORNERS, GAS METERS, REGULATORS, SWITCHGEAR AND PIPING EXPOSED TO VEHICULAR DAMAGE DUE TO PROXIMITY TO ALLEYS, DRIVEWAYS OR 8. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES 1. PARKING AREAS IN AN APPROVED MANNER. UNOBSTRUCTED OPENING, WIDTH OF 32" WITH THE LEAF POSITIONED AT AN ANGLE OF 90" FROM ITS THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN ADA. CLOSED POSITION. 2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE REQUESTS FOR INFORMATION 9. WHEN AN AUTOMATIC DOOR OPERATOR IS UTILIZED TO OPERATE A PAIR OF DOORS, AT LEAST ONE OF BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 599B. THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH of 32" WITH THE DOOR 1. THE GENERAL CONTRACTOR WHEN POSSIBLE SHOULD ANSWER ALL REQUESTS RECEIVED FROM POSITIONED AT AN ANGLE OF 90- FROM ITS CLOSED POSITION. 3. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 THE SUB -CONTRACTOR. IF THE ANSWER IS NOT IN THE PLANS AND SPECIFICATIONS, THE AND A STROKE WIDTH -TO -HEIGHT RATIO BETWEEN 1:5 AND 1:10. GENERAL CONTRACTOR SHOULD FORWARD THE REQUEST TO THE KOHL'S CONSTRUCTION 1U.THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN. THE THRESHOLD OF THE DOORWAY. 4. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM MANAGER. WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE X. LOWER 2. ALL REQUESTS FOR INFORMATION SHOULD BE DIRECTED 'TO THE KOHL'S CONSTRUCTION 1 1. THE BOTTOM 10" OF ALL DOORS (EXCEPT AUTOMATIC SLIDING DOORS) SHALL HAVE A SMOOTH, CASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLUOR IN MANAGER. THE GENERAL CONTRACTOR MAY NOT CONTACT KOHL°S CONSULTANTS DIRECTLY UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT COMPLIANCE, THE MINIMUM CHARACTER HEIGHT SHALL BE 3". WITHOUT PRIOR SPECIFIC APPROVAL OF THE KOHL'S CONSTRUCTION MANAGER. CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH 5, CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. SMOOTHPANELSHALLBEINSTALLEDONTHEPUSHSIDEOFTHEDOOR, WHICH WILL ALLOW THE DOOR 3. SUB -CONTRACTORS SHALL CONTACT THE GENERAL CONTRACTOR ONLY. SUB -CONTRACTORS TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 6. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE SHALLNOTCONTACTKOHL'S CONSULTANTS DIRECTLY. FOLLOWING: 12. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR & INTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS, WHEN SUCH EFFORT IS APPLIED AT RIGHT ANGLES TO HINGED DOORS A. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS -SERIF SHOP DRAWINGS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MAXIMUM B. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH. NOTE: THE ARCHITECT WILL NOT BE STAMPING, APPROVING OR RE -DISTRIBUTING STRUCTURAL ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. SHOP DRAWINGS. ALL STRUCTURAL SHOP DRAWINGS SHOULD BE SENT TO THE STRUCTURAL C. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL ENGINEER. IF THE STRUCTURAL ENGINEER IS REQUESTING THE ARCHITECT TO VERIFY A FLOORS & LEVELS DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM DIMENSION OR OTHER INFORMATION, THEN THE GENERAL CONTRACTOR NEEDS TO FORWARD THE SHALL BE A MINIMUM OF 6" IN HEIGHT. SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW OF ONLY THOSE NOTED ITEMS. 1. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE, FIRM AND SLIP 7, CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY RESISTANT. REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1 /10" ON CENTER IN EACH PERMIT SUBMISSION - SITE -ADAPT ARCHITECTS CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1 /32" ABOVE THE 2. CHANGES IN LEVEL UP 'TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. BACKGROUND. 1. DURING DUE DILIGENCE DISCUSSIONS WITH THE CITIES, THE SITE -ADAPT ARCHITECTS SHALL 3. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP NO 8• WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE DETERMINEACCOMPANIED THEREQUIREDPROCESSFORSUBMITTINGPLANS (I.E. PLANS CAN BE SENT IN, STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL. BY BRAILLE. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE THEYMUSTBEPERSONALLYDELIVERED, MUST BE SUBMITTED BY THE GENERAL CONTRACTOR OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING DOUBLE LEAF DOORS, OF RECORD, ETC.) THE'ARCHITECT SHALL ALSO DETERMINE THE COST OF ANY PLAN REVIEW 4. IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, IT SHALL BE SECURELY SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT, MOUNTING FEES IN ADVANCE, SO A CHECK CAN ACCOMPANY THE SUBMISSION OF THE PLANS. ATTACHED, HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSHION OR PAD, AND HAVE A LEVEL LOOP, HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING 2• THE ADAPT SITEARCHITECTSHALL COMPILE A COMPLETE (AS IDENTIFIED BY THE CITY) SET OF TEXTURED LOOP, LEVEL CUT PILE OR LEVEL GUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" OF THE SIGNAGE SUBMITTALLDOCUMENTS IN ACCORDANCE WITH THE SPECIFIC PROJECT SCHEDULE. WHAT IS SHALL BE 1/2". EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. SPECIFICALLY CONTAINED IN THIS SET IS TO BE DETERMINED AHEAD OF TIME AND MAY INCLUDE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY. CIVIL DOCUMENTS, IF REQUIRED. CIVIL DOCUMENTS ARE NOT A PART OF THE SITE -ADAPT 9. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT ARCHITECT'S NORMAL RESPONSIBILITIES UNLESS IT IS SPECIFICALLY REQUESTED BY THE CITY. SANITARY FACILITIES EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF SHOULD CIVIL DOCUMENTSNEEDTOBESUBMITTEDCONCURRENTLYWITHTHEARCHITECTURALACCESSIBILITYANDADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS, SET, THE SITE -ADAPT ARCHITECT SHALL CONTACT THE CIVIL ENGINEER TO COORDINATE 1. WHEN STANDARD COMPARTMENT DOORS ARE USED, WITH A MINIMUM 9" CLEARANCE FOR FOOTRESTS DOCUMENTS. UNDERNEATH ANDASELFCLOSINGDEVICE, CLEARANCE AT THE STRIKE EDGE IS NOT REQUIRED, 10.INTERIOR SIGNAGE PROVIDED BY TENANT AND INSTALLED BY GENERAL CONTRACTOR. 3. SUBMISSION DOCUMENTS ' SHALL BE SENT TO THE CITY VIA A TRACEABLE OVERNIGHT DELIVERY SIGNAGE CONTAINING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY IS LOCATED AT EVERY PRIMARY SERVICE. IF THECITE( IS IN CLOSE PROXIMITY TO THE SITE -ADAPT ARCHITECT'S OFFICE, THE SANITARY FACILITY FIXTURES & ACCESSORIES. 11•PUBLIC ENTRANCE AND AT EVERY MAJOR EXTERIOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ARCHITECT MAY ELECTTOHANDDELIVERTHEM. ANY OUT-OF-TOWN DELIVERY OF DOCUMENTS ROUTE OF TRAVEL. THAT REQUIRES AN ARCHITECT TO PERSONALLY SUBMIT THE DOCUMENTS MUST BE SPECIFICALLY APPROVED BY THE KOHL'S DIRECTOR OF ARCHITECTURE. IF DOCUMENTS ARE 1. HOT WATER AND DRAIN PIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE REQUIRED TO BE SUBMITTED BY THE GENERAL CONTRACTOR, THE SITE -ADAPT ARCHITECT MUST COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. PROVIDE SATISFACTORY AND REASONABLE NOTICE, SO THAT THE CONTRACTOR CAN MAKE ELECTRICAL ARRANGEMENTS TO DELIVER THE DOCUMENTS. 2. WATER CLOSET AND URINAL FLUSH VALVE CONTROLS AND FAUCET AND OPERATING MECHANISM CONTROLS, 4. SIMULTANEOUS TO SUBMISSION OF DOCUMENTS TO THE CITY BY THE SITE -ADAPT ARCHITECT, SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF BRANCH CIRCUITS THEY SHALL SEND AN E-MAIL . NOTIFICATION TO THE GENERAL CONTRACTOR'S PM AND THE THE WRIST, AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. RECEPTACLES AND CORD CONNECTORS. K6HL'S PM. THE E-MAIL SHALL STATE THAT THE PLANS HAVE BEEN FORMALLY SUBMITTED, 3. SELF CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 INSTALLATION HEIGHT. WHERE ACCESS FOR PEOPLE WITH PHYSICAL DISABILITIES IS REQUIRED, THE CENTER OF THE REVIEW FEE OF $ HAS BEEN PAID, THE EXPECTED DATE OF AVAILABILITY OF SECONDS. RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS SHALL BE INSTALLED THE PERMIT IS --- AND LIST ANY OTHER SPECIAL CONDITIONS THAT MAY BE OF NOT MORE THAN 48" NOR LESS THAN 15" ABOVE THE FLOOR OR WORKING PLATFORM. INTEREST TO THE GENERAL CONTRACTOR, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DRINKING SWITCHES PAYING ANY PERMIT, LICENSING, AND OTHER FEES AS IS CURRENTLY THE CASE. FOUNTAINS ACCESSIBILITY AND GROUPING. 5. THE SITE - ADAPT ARCHITECT, AS DESCRIBED ABOVE, SHALL RESPONSIBLE FOR PAYING ANY INSTALLATION. WHERE ACCESS FOR PEOPLE WITH DISABILITIES IS REQUIRED, THE CENTER OF THE GRIP REVIEW FEES RELATED TO THE SUBMISSION OF DOCUMENTS.. FEES OF A SUBSTANTIAL NATURE 1, A SIDE APPROACH TO A DRINKING FOUNTAIN IS NOT ACCEPTABLE. OF THE OPERATING HANDLE OF CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF MAY BE SUBMITTED TO KOHL'S SEPARATELY (FROM NORMAL MONTHLY BILLING). KOHL'S- WILL THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, IMMEDIATELY PROCESS THOSE BILLS AS A REIMBURSABLE EXPENSE. SALES FACILITIES HEATING AND VENTILATING EQUIPMENT, SHALL BE NOT MORE THAN 48" ABOVE THE FLOOR OR WORKING PLATFORM. 6. THE SITE - ADAPT ARCHITECT REMAINS RESPONSIBLE FOR RESPONDING TO COMMENTS MADE BY THE CITY WITH RESPECT TO THE PLANS AS WELL AS FOLLOWING UP WITH THE CITY UNTIL A 1. WHERE SHOPPING THEFT PREVENTION BARRIERS ARE UTILIZED THEY SHALL CONFORM TO THE FOLLOWING PERMIT IS ACTUALLY ISSUED. REQUIREMENTS: FIRE PROTECTIVE SIGNALING SYSTEMS 7. THE SITE -ADAPT ARCHITECT SHALL TRACK THE ABOVE SUBMISSION DATES AND REPORT THE A. EACH ENTRANCE AND EXIT PROVIDED FOR PUBLIC USE SHALL BE ACCESSIBLE TO AND USABLE BY STATUS BACK TO KOHL'S ON 'THEIR CURRENT WEEKLY PROGRESS SCHEDULE. THIS WILL PERSONS WITH DISABILITIES. INSTALLATION HEIGHT of MANUAL STATIONS CONTINUE UNTIL PLANSAREAPPROVEDANDAPERMITISOFFICIALLYOBTAINED. 8. UPON OBTAINING THE BUILDING PERMIT, THE GENERAL CONTRACTOR SHALL SEND A COPY OF B. SHOPPING BARRIERS LOCATED AT A PUBLIC ENTRANCE OR EXIT SHALL BE DESIGNED 'TO PROVIDE A 1, THE CENTER OF FIRE ALARM MANUAL PULL STATIONS SHALL BE LOCATED 46" ABOVE THE LEVEL OF THE THE PERMIT TO THE KOHL'S CONSTRUCTION COORDINATOR. THEY SHALL LOG INTO THE SYSTEM CLEAR UNOBSTRUCTED OPENING AT LEAST 32" IN WIDTH FOR INGRESS AND EGRESS OF PERSONS WITH FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. DISABILITIES. AS RECEIVED. THE GENERAL CONTRACTOR SHALL SEND AN E-MAIL TO THE KOHL'S PROJECT MANAGER AND THE SITE -ADAPT ARCHITECT THAT THE PERMIT HAS BEEN OBTAINED. C. WHERE A CLEAR, UNOBSTRUCTED OPENING IS PROVIDED, A LEVEL AREA IS REQUIRED ON BOTH SIDES 2, WHERE REQUIRED, THE CENTER OF RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR OF THE CLEAR OPENING WHICH EXTENDS A MINIMUM OF 44" ON EACH SIDE OF THE OPENING AND IS AT LESS ARE INSTALLED NOT LESS THAN 15" ABOVE THE FLOOR OR WORKING PLATFORM. 9. CHANGES MADE TO THE PLANS AFTER THE INITIAL BUILDING PERMIT HAS BEEN ISSUED MUST LEAST 48" IN WIDTH. ' BE SUBMITTED BYTHE_.GENERAL CONTRACTOR,, THE. ARCHITECT.- WILL SUPPLY. THE- NEEDED_ 3. THE CENTER OF THE GRIP OF THE OPERABLE HANDLE OF CONTROLS OR SWITCHES INTENDED TO BE DOCUMENTS BUT WILL NOT BE RESPONSIBLE FOR SUBMITTING TO PLAN CHECK OR PAYING IG... USED BY THEOCCUPANTOFTHEORAREATOCONTROLLIGHTINGANDRECEPTACLEOUTLETS, - ADDITIONAL FEES. THIS WILL BE DONE BY THE GENERAL CONTRACTOR. D. INTERIOR AND EXTERIOR PEDESTRIAN TRAFFIC BARRIERS (POSTS, RAILS, TURNSTILES, ETC.) SHALL APPLIANCES, OR COOLING, HEATING AND VENTILATING EQUIPMENT, ARE NOT MORE THAN 46" ABOVE THE ALLOW UNOBSTRUCTED TRAVEL FOR PERSONS WITH DISABILITIES THOUGH A 32" CLEAR OPENING. FLOOR OR WORKING PLATFORM. SANFORD, FL 1 11202 NEC RINEHART RD & OREGON AVE SANFORD, FL DEVELOPED . BY: Mal rt, \ KOHL'S DEPARTMENT STORES, INC. VIV N56 W17000 RIDGEWOOD DRIVE qj MENOMONEE FALLS, WISCONSIN53051TEL, (262) 703- 7000 FAX (262) 703- 7105 CHRISTOPHER B. GOBLE, AIA LICENSE #AR-92018 STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 01/30/07 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. ML AN Scott& Goble .Architects 1437 South Boulder Avenue Suite 800 Tulsa, Oklahoma 74119- 3609 p: 918-587- 8600 f: 918-587- 8601 INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. PROJECT #: 0612041 r . DR _ .. - WN BY. V H .,HKD B Y. BLDG. SUBMITTAL: 01 / 30/07 0 470 UL uuu NOTE: ALL CHECKSTANDS lap 0 z DOUBLE ROLL TOILET PAPER HOLDER WALL LOCATED ON ELATCIHSIDE NTOF DOOR. z I " W/O STOPS - PLACEMENT SHALL NOT REQUIRED STRIKEMUSTBEAREACCESSIBLEIMOUNTAT 60" TO CENTERLINE OF 3" MIN. FLUSH WITH SURFACE ON i PREVENT USE OF GRAB BAR SIGN FROM FLOOR L DOOR ON BOTH ,DES NOTE: RETAIL 00 130 MIN 54" MIN. 6" MAX. MILLWORK IS GENERIC FOR DISPLAY 40„ 10 10 36" MIN. GRAPHIC PURPOSES STAND L----- -' RIM 12" MAX. 42" MIN. RAI EDIN /32" - - COUNTER FORWARD 36" MAX. I co z 12" oo z -` MCI,.., z APPROACH 6 MAX. r. o , 0 COUNTER C ONLY MIN. `- L Q car- LIP d cr __. 00 s C..._ 8„ MIN. Q (-- . a. Q m s . s Q zd O U I I I I I I O O m N 0 o m O i `` -. QEl L.__ J , C o 7 - I o oIr- MAX. " 0 - t o " c a 4 o x x — - " o I o w HEIGHT OF LETTERING 5/8 17 19 rn o MIN. TO 2 MAX, UPPERCASE U=SH/ 1PE® HANDLE - 00 ' j „ o ~ 97" MIN." MAX. I 18, CANS SERIF CHARACTERS I— ABS- OL CORRESPONDING N ELEVATION E 77 N °O m UT GRADE II BRAILLE THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOORS TO DISABLED / 00 Li - ACCESSIBLE STALLS MUST BE EQUIPPED WITH A U-SHAPED HANDLE * LEVEL CONTROL BAR SHALL BE 6" MAX. FROM FRONT EDGE. o SIDE VIEW FRONT VIEW BRAILLE DOTS ARE 1/10" O.C. IN EACH CELL WITH 2/10" SPACE BETWEEN IMMEDIATELY BELOWTHELATCH. THE LATCH MUSE BE FLIP -OVER STYLE, * BUBBLER OUTLET STREAM SHALL BE SUBSTANTIALLY PARALLEL TO FRONT CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL SLIDING OROTHERHARDWARENOTREQUIRINGTIGHTGRASPINGOR "TWISTING. 3'-0" MIN. EDGE. AND 4" MIN. HIGH CELLS, THE FIRST COLUMN OF DOTS IN THE SECOND CELL. BRAILLE DOTS ARE DOOR SHALLBESELFCLOSING. CLR. AISLE * THE FORCE REQUIRED TO ACTIVATE THE CONTROL SHALT_ NOT EXCEED 5 LBF. RAISED 1 FIRST 40" MIN. ACCESSIBLE DOOR HANDLE ACCESSIBLE CHECKSTAND ACCESSIBLE DRINKING FOUNTAINS WALL MTD. TOILETDETAILS 1 1611RESTROOMDOOR SYMBOLS 1 ADA-2102/23/05 SCALE: N.T.S.' ADA-16 05/22/06 SCALE: 1/2"=1'-O" ADA-11 04/21/06 SCALE: 1/4"-=1'-0" ADA-06 11/09/06 SCALE: 3/8"=1'-0" ADA-01 10/12/04 SCALE: 1/2"=1'-0" Q a Q c ¢ LINE OF WALL OR PARTITION 4'-3" MIN. (PUSH SIDE OF DOOR) - SPLASH 4'--9" MIN. (PULL SIDE OF DOOR) `v 1 1 /2" MIN. aw CLR. 1-1/4" - 1-1/2" O.D. B 1n I o ¢ - o I._ w m r I- p o STAINLESS STEEL TUBING W/ - o 0 m > ' a Q -' r — W` — — — - -' -" — — -' — - - — 1 / 8" THK. X 3" DIA. FLANGES F.F. I I FASTEN TO BACKING PLATE W/ 12" MIN. ON PUSH DOOR SHALL OPEN 1 GRAB BARS TOILET PAPER ( I 3 SCREWS AS REQUIRED SIDE OF DOOR AT ACCESSIBLE AND SANITARY NAPKIN I I , - 90 DEGREES MIN. I I ' 18" MIN. ON PULL ! SEMI -AMBULATORY DISPOSAL I I 1 --3/8" INSIDE RADIUS - SIDE OF DOOR I STALLS 32" MIN. I T METAL SLEEVE I ° I "' 1\\ BACKING PLATE LL 7 00 °w 0 a Iz OPERABLE o z " ._., a. > o w I — MINIMUM CLEARANCES AT DOORS N PART Uj ¢ Q z I 48" MIN. H.C. I STUD WALL MINIMUM :; HINGEDSIDE OF o 0 0 0 Q _ - - - - - - _ - - 5F8" WATER DOOR FRAME TO BE F.F. - -- -- - - - -- RESISTANT GYP. TIGHT TO WING WALL UNISEX PAPER SANITARY FLUSH TOILET T'" 17" MIN. BOARD PAPER TOWEL NAPKIN/TAMPON VALVE EDGE OF COUNTER 19" MAX. TOWEL DISPENSERDISPENSERSECTIONS PLAN DISPENSER REQUIRED MIRROR METAL STUD WALL 31" 15" 2Q" KNEE AND PLAN INTERIOR DOOR DETAIL TOE SPACE - - -_ ADA-22 07 29 05 _ / / / SCALE: 1/4 =1 -0 i a i , Q;- i 1 1/2 IN. z 6- 1 CLR. 1- 1 /4" - 1-1 /2" O.D. A f- - F. F. I I I N " 41 MIRROR o STAINLESS STEEL TUBING W/ 4 1 / 8" THK, X 3" DIA. FLANGES 24" 18" MIN. - 24" PREFERRED URINAL LOUNGE SINK SPLASH ° .. a FASTEN TO WOOD BLOCKING CLEARANCE ATEXTERIORDOORSREQUIREDKNEE FAUCET • . W/ 3 SCREWS AS REQUIRED AND TOE SPACE _ I PUI_I_ SIDE 18"/`T--' MIN. CLEARANCE TO BOTTOM OF v. ------ z AT INTERIOR DOORS REFLECTIVE PART ° a °4 ...°- 1- 3/8" INSIDE RADIUS I 10" MIN. BOTTOM RAIL KNEE OF MIRROR --- / ---- z I CLEARANCE WHEN OPEN ' METAL SLEEVE KICK PLATE AT DOORS D 21I - WOOD BLOCKING ' cfl LEVERS PUSH PULLS Y w l LL a o - - - - - - - I - ° 1-1/ 2" RIGID PANIC BARS z _ a / - o o cv a L z 0 _---- I I \ 1 INSULATION ° - a a o U-j z w- I I / 1 '° 5 8" WATER .4 4 a pzzpizz , x cn o U . I / °• ° / 4. I IIaRESISTANTGYP. ° • LL zL _ U C) w a ' < rr — aa_ / \ EI L ; 4 i- o w o d r C) /\\ I PUSH F. F. ' o0 o o " o w Q \ II' I _J- BOARD ° c a ww. \ CONC. TILT a I PROVIDE THIS ADDITIONAL SPACE IF OOK WALL DIAPER ACCESSIBLE o ~ z f / DOOR IS EQUIPPED WITH BOTH A MOUNTED DECK MIRROR D" z _ , I I // 1 PANEL LATCH AND A CLOSER ¢ TELEPHONE _ J j/ 8'11 IN. JACK - - [ L SECTION A PLAN O 0) \ ,. z I I NOTE: * ~ in 1. FLOOR OR LANDING ON EACH LINE OF HEIGHTS INDICATED FOR ACCESSORIES IS TO HIGHEST OPERABLE cal / ((('J \ ,L " I CONCRETE TILT WALL VFINISH FLOOR PART USED BY PUBLIC. / / J , / 1 1 L'MIN. MAX. I - 12" I SIDE OF DOOR IS LEVEL ANDIlk * KEYED ACCESS OR RELEASES FOR SERVICE ARE EXEMPTED FROM FIN. FLR " °' CLEAR. IMIN• 2. SURFACE SLOPE OF THE LEVEL ACCESSIBLE HEIGHT REQUIREMENTS. PUSH SIDE * INSULATE AND/OR PROTECT AGAINST CONTACT FOR ALL EXPOSED NOTES: AREA (EXTERIORDOORS) SHALL ACCEPTABLE DOOR HARDWARE LAVATORY AND SINK PIPING 17" MIN. FORWARD APPROACH NOT EXCEED 2% SLOPE. AND MOUNTING HEIGHTS 19" MAX. ALL GRAB BARS A DIAMETER OF GRAB BAR(S) IS 1-1/4" - 1-1/2" OR SHAPE 48" MIN. CLEAR SPACE PROVIDES EQUIVALENT GRIPPING SURFACE. MANEUVERING ATDOORSACCESSIBLEMOUNTINGHEIGHTS - - NOTE: BCLEARANCE BETWEEN THE GRAB BAR(S) AND WALL IS 1--1/2". ADA-23 10/18/04 SCALE: N.T.S. LATCHING AND LOCKING DOORS THAT DOOR CLOSERS » SECTION C GRAB BARS ARE MOUNTED AT 33"-36" TO TOP OF BAR ABOVE ARE HAND OPERATED AND WHICH ARE IN ADA-13 11/09/06 SCALE: 1/4 -1 O AND PARALLEL TO FLOOR. A PATH OF TRAVEL SHALL BE OPERABLE NOTES: D BARS ARE SMOOTH WITH A MINIMUM RADIUS OF 1 8". WITH ASINGLEEFFORT (E.G. LEVER / TYPE HARDWARE, PANIC BARS, PUSH A. 34" MAX. HEIGHT OF RIM OR COUNTER ABOVE FLOOR SURFACE. E MINIMUM STRUCTURAL STRENGTH OF GRAB BAR(S) WILL SUPPORT PULL ACTIVATING BARS, OR OTHER 250 LB. POINT LOAD. DOOR HARDWARE DESIGNED TO PROVIDE B. 29" MIN. CLEARANCE FROM BOTTOM OF APRON TO THE FLOOR. F GRAB BARS DO NOT ROTATE WITHIN THEIR FITTINGS. PASSAGE WITHOUTREQUIRINGTHEABILITYTO GRASP THE OPENING C. KNEE CLEARANCE UNDER FRONT LIP IS A MIN. OF 27" HIGH, 30" G SURFACE OF WALL ADJACENT TO GRAB BAR(S) IS FREE OF 2 1 ADDITIONAL HARDWARE). » SHARP OR ABRASIVE ELEMENTS. CLEAR 'ANY SIGN WIDE, AND EXTENDS A MIN. OF 8 IN DEPTH FROM THE FRONT OF 1/4" MAX. AT ®®® OPERATING THE LAVATORY. LATERAL/SIDE-TRANSFER TOILET STALLS 1:2 SLOPE fTl f l/1, WIDTH MOON I 12" MAX. / 4" MAX. H SIDE GRAB BAR IS A MINIMUM 42" LONG. THE FRONT END OF PRESSURE 70° I L D. TOE CLEARANCE UNDER THE LAVATORY la A MIN. OF 9 HIGH, 30 „ RE L'- WIDE, AND EXTENDS A MINIMUM OF 17" IN DEPTH FROM THE FRONT THE SIDE GRAB BAR MUST EXTEND A MINIMUM OF 54 FROM THE BACK WALL.) 1 /4" MAX. 3 I I I OF THE LAVATORY. FLOORING THRESHOLD 1. INTERIOR DOORS - 5 LBF, MAX. I o I SIDE GRAB BAR IS ATTACHED A MAXIMUM OF 12" FROM THE OPERATING PRESSURE. 3 SEC. MIN. 00 I I E. DRAIN AND HOT WATER PIPING IS INSULATED OR CONFIGURED TO o PREVENT- CONTACT. 2. EXTERIORDOORS - 8.5 LBF MAX. I _ _. REAR WALL. OPERATING PRESSURE DOOR CLOSERS, IF PRESENT, o i I— » 3. FIRE DOORS - MINIMUM OPENING MUST BE SET SO THAT IT oo i h J REAR GRAB BAR IS A MINIMUM 36 LONG. FORCE ALLOWABLE BY THE APPROPRIATE TAKES DOOR AT LEAST 3 cv F. THERE ARE NO SHARP OR ABRASIVE_ ELEMENTS UNDER LAVATORY. K REAR GRAB BAR IS ATTACHED WITH MINIMUM 12" TO THE WALL ADMINISTRATIVE AUTHORITY. SECONDS TO CLOSE FROM AN 2 SIDE OF THE TOILET AND 24" OPPOSITE THE WALL SIDE. REAR 1/4MAX. OPEN POSITION OF 70 DEGREES - - o o G. FAUCETS ARE LEVER TYPE, PUSH TYPE OR ELECTRONICALLY n L`' n Q CONTROLLED MECHANISMS (OR OTHER SIMILAR DESIGNS). GRAB BAR IS ATTACHED 6 MAXIMUM FROM THE SIDE WALL. I l { NOTE: TO WITHIN 3 OF THE LATCH. Q° `V 0 w NOTE: SELF CLOSING VALVES MUST MAINTAIN A MIN. OF I TO .MEASURE MAXIMUM EFFORT TO __... _ FRONT -TRANSFER TOILET STALLS OPERATE DOORS, PULL OR PUSH + 10 SECOND OPEN FLOW. CARPET DOOR CLOSER L GRAB BARS ARE MOUNTED PARALLEL ON BOTH SIDES OF STALL. COMPRESSION EFFORT IS APPLIED AT RIGHT ANGLES LTILE FLFAUCETS ARE OPERABLE WITH ONE HAND AND DO NOT REQUIRE M SIDE GRAB BARS ARE A MINIMUM 42 LONG. TO HINGEDDOORSANDATTHECENTER1/4 " MAX. BELOW OR WEATHER MAT TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST, N THE FORWARD ENDS OF THE SIDE GRAB BARS ARE LOCATED A CARPET ' LAMINATEDPLANEOF SLIDING OR FOLDING DOORS. ADJACENT HARD COMPENSATING DEVICES OR AUTOMATIC PROTRUDING OBJECTS MINIMUM OF 54" FROM THE BACK WALL. SURFACE FLOORINGDOOROPERATORS MAY BE UTLIZED TO I. 5 LB. MAX. FORCE REQUIRED TO ACTIVATE CONTROLS. MEET MAXIMUM EFFORT. A. OBJECTS PROJECTING FROM WALLS WHOSE LEADING EDGES ARE J. NOTCH MILLWORK TO RECEIVE FIXTURE. 0 GRAB BARS BEGIN A MAXIMUM OF 12" FROM THE REAR WALL. BETWEEN 27" OR 80" ABOVE FINISHED FLR. DO NOT PROTRUDE MORE THAN 4" INTO WALKS & HALLS, CORRIDORS, PASSAGEWAYOR AISLES. (OBJECTSCHANGEINLEVELDOORSABOVETHEFINISHEDFLOORPIROTRUDENGSANYEAMOUNT.) AT ORBELOW27"ACCESSIBLE L/ I Y ATOR 119TOILET GRAB BARS 24. 4ADA-2401/30/06 SCALE: N.T.S. ADA-19 10/12/04 SCALE: N.T.S. NOTE: PROTRUDING OBJECTS MAY NOT REDUCE THE ADA-09 03/16/06 SCALE: 1"=1'-0" ADA-04 TU 03/16/05 SCALE: 3"=1'-0" T7g,, REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR M/N , MANUEVERING SPACE. 8'-0 1/2" FULL LENGTH MIRROR _ `= NOTE: HANDICAPPED ACCESSIBLE DRESSING ROOM ADJACENT ACCESSIBLE 6" MAX. GARMENT HOOKrB. FREE STANDING OBJECTS MOUNTED ON POSTS OR PYLONS SERVICE WALL FLUSH VALVE OR 1. A 60 x60 CLEAR FLOOR SPACE ALLOWING A PERSON IN A 36 MIN. CONTROL TO BE ON WHEELCHAIR TO MAKE A 180 DEGREE TURN IS PROVIDED IN THE OVERHANG 12' MAX,MIAXFROM 27"- 80 ABOVE THE FINISHED FLOOR. COUNTER ,Lj/ I NOTE: IF COAT HOOKS ARE \N. I _ WIDE SIDE OF TOILET. MOUNTED BEHIND BENCH, MAX. HT. ` ' r I HEADROOM v f r . DRESSING ROOM. \ ALLOWED IS 46" FROM FLOOR.--, y I 0x t n2. DOOR(S) DO NOT SWING INTO 60"xG0" CLEAR FLOOR SPACE. C. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER • ° ° N 00.E _ I tt..-.. r=!,I-`- - "I I l CIRCULATION SPACES HAVE A MINIMUM OF 80" CLEAR HEADROOM. I I _ 6 6 .yl! li `- -' 3. DRESSING ROOM HAS A MINIMUM) 24"x48" BENCH FIXED `TO THE WALL I w G z ALONG THE LONGER DIMENSION. - I c NOTE: IFVERT. CLEARANCE OF AN AREA ADJOINING v 1 d 3 -0' x 4 --7 x 1 - = „ „ AN ACCESSIBLE ROUTE IS REDUCED TO LESS THAN " _ LOUVERED DOOR ` = I -`' 4. BENCH IS MOUNTED BETWEEN 17 19 ABOVE THE FINISH FLOOR. 80", A BARRIER TO WARN THE BLIND OR VISUALLY ` I 5 ABSOLUTE r 5. CLEAR FLOOR SPACE IS PROVIDED ALONGSIDE THE BENCH THAT IMPAIRED PERSONS SHALL BE PROVIDED. ., ALLOWS A PERSON USING A WHEELCHAIR TO MAKE A PARALLEL FREE --STANDING SIGNS J ` 4" y... TRANSFER ONTO THE BENCH. _ MAX: WHEREVER SIGNS MOUNTED ON POSTS OR PYLONS PROTRUDE FROM THE T i 32 C0 60" X 60" CLEAR ~ w~-' Ii , =_ 6. THE MINIMUM STRUCTURAL STRENGTH OF THE BENCH WILL SUPPORT \ II I A 250 l_k3. POINT LOAD. POSTS OR PYLONS AND THE BOTTOM EDGE OF THE SIGN IS AT LEAST 80 i MIN. F- FLOOR `SPACE I 1 - ABOVE THE FINISHED FLOOR OR GROUND LEVEL, THE EDGES OF SUCH ,SIGNS i \ ` ..,` J v BENCH SEAT------,_ SHALLBEROUNDEDOREASEDANDTHECORNERSSHALLHAVEAMINIMUM \ =.. c_> 7. MIRROR IN DRESSINGROOMIFPROVIDEDISMOUNTEDWITHTHE .._.._k DOOR SCHEDULE °' \\ - I T` M/ i _ ( ) RADIUS OF OA 2a . - __ - \ WHEELCHAIR- Yy .,.T 41 N , BOTTOM EDGE NO HIGHER THAN 20 FROM THE FLOOR. - -- .__ __ `w- . a ACCE- SIBLE w_ ->" i » D. THEEDGESOFFREE.. -STANDING SIGNS THAT' PROTRUDE INTO A PATH 1 >, » \ , - COMPARTMENT I' AI I I`'' 0 x48 / NOTE: AMBULATORY ACCESSIBLE «I U 4.'' m 91 r8. MIRROR IS FULL LENGTH, MEASURES Al LEAST 1$ WIDE BY 54 HIGH, Of= TRAVEL ARE ROUINDED OR EASED AND HAVE CORNERS WITH A \ i i AND IS MOUNTED IN A POSITION AFFORDING A VIEW TO A PERSON '> CLEAR FLOOR i i COMPARTMENT TO BE PROVIDED OUTWARD SWINGING `r ON THE BENCH AS WELL AS TO A PERSON IN MINIMUM RADIUS OF 0.' 125 . SPACE- \_CLOSING R ON A STANDINGPOSITION. ' .. 4 IFlERE TO .SELF " i TOTAL OF SIXORMOREDOORC, - S-TALL, ARE PROVIDED WITHIN A - -- r 9. GARMENT HOOKS/ BARS ARE LOCATED A MAXIMUM OF 48" FROM THE MULTIPLE ACCOMODATION TOILET FLOOR. ' ROOM. ACuEoSIBLE IPRO" ITRUD"ING02 TAf%CEe%SIBLE TSTALLS5ADA-DRESS RM 063006SCALE: N.T.S. - ADA-15 10/12/04 SCALE: N.T.S. ADA 10 03/10/06 SCALE: i%2"=1'-0" ADA-05 01/03/0/ SCALE: 3/8"--1,- 0" SANFORD, FL * ' 11202 U. NEC RINEHART RD & OREGON AVE SANFORD, FL DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. ywo N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL (262) 703-7000 FAX. (262) 703-7105 CHRISTOPHER B. GOBLE, AIA LICENSE #AR-92018 Deadbolt Locks: All hardware shall be direct acting requiring no more than one operation to unlatch. FBC 1008.1.8.4 Door Hardware; Handles, pulls, latches, locks, and other operating devices on accessible doors shall have a shape that is easy to grasp with one hand and does not require tight grasping, pinching, or twisting Of the wrist to operate. FBC 11-4.13.9 Sales and service counters: Provide a minimum 36-inch portion with a maximum 36-inch height abovethefinishedfloor. 2004 FBC 11-7.2 C3 Approved Approved w1 comments Certified e Safety Inspector Fire Prevointion Specialists, Inc. STIPULATION F.QB REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 01/30/07 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. 10 Scott&Goble Architects 1437 South Boulder Avenue Suite 800 Tulsa, Oklahoma 74119-3609 p: 918-587-8600 f: 918-587-8601 INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. NO. DATE BY DESCRIPTION T- A co A cc ADA DETAILS) SCALE: VARIES ! SHEET: II 07 LL N SANFORD, FL 11202 NEC RINEHART RD & OREGON AVE SANFORD, FL DEVELOPED BY: KOHUS DEPARTMENT STORES, INC. N55 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL (262) 703-7000 FAX, (262) 703-7105 CHRISTOPHER B. GOBLE, AIA LICENSE #AR-92018 NARD CAPE KEY NOTES Q 2% CROSS SLOPE MAXIMUM AT SIDEWALK O 4" FIBERMESH REINFORCED CONCRETE WALK WITH MEDIUM BROOM FINISH, NATURAL GRAY COLOR. VERIFY DESIGN WITH KOHL'S PROJECT MANAGER PRIOR TO POURING CONCRETE. OLANDSCAPING AND IRRIGATION 13Y KOHL'S GENERAL CONTRACTOR. VERIFY LOCATION OF IRRIGATION CONTROLLER WITH KOHL'S CONSTRUCTION MANAGER HEAVY BROOM FINISH ONLY @ LOADING DOCK SLAB AND COMPACTOR SLAB 5 NOT USED OFROST PROOF FLUSH MOUNT WALL HYDRANT — SEE PLUMBING DRAWINGS D CHAINLINK FENCE SEE 2/SD1.1 OCONCRETE COMPACTOR PAD — CONTROL JOINTS 0 12'-0" O.C. MAX, EACH WAY O TRASH COMPACTORS BY KOHL'S (N.I.C.) 10 BOLLARD — SEE 24/SD1.1 11 CONCRETE STOOP SEE DERAILS 3 AND 4/SD1.1 12 AT —GRADE PLANTER 13 BLDG. UPLIGHTS—FIXTURE 'J' O.C.-- SEE ELECTRICAL DWGS. 14 BENCH — LANDSCAPEFORMS MODEL "STAY" — BACKLESS, NO DIVIDERS, SURFACE MOUNT — COLOR: FROST. (TFGCI) 15 PROVIDE SLEEVING BELOW GRADE FOR PIPING, IRRIGATION LINES AND ELECTRICAL TO CONNECT PLANTER AREAS, TYPICAL. 16 PROVIDE SLEEVE FOR IRRIGATION LINE FROM CORNER OF BLDG. TO PLANTER AVOID FROST SLAB IF PRESENT AT DOOR 17 UNDERGROUND DRAIN LINE — SEE PLBG. & CIVIL DRAWINGS 1$ DOWNSPOUT, SEE ROOF PLAN AND MEP DRAWINGS FOR LOCATIONS 23 SCORED CONCRETE SLAB — SEE STRUCTURAL DWGS. 24 CONCRETE TRANSFORMER PAD, COORDINATE SIZE AND LOCATION WITH LOCAL UTILITY COMPANY 25 TRASH RECEPTACLE — LANDSCAPEFORMS MODEL "CHASE PARK" — 36—GAL. SIDE —OPENING STYLE WITH SAND PAN — COLOR: FROST. (TFOCI) Approved Approved w/ comments iZertifiedlre Safety Inspector Fire Prevention Specialists, Inc. STIPVLATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 01/30/07 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. Scott&Goble Architects 1437 South Boulder Avenue Suite 800 Tulsa, Oklahoma 74119-3609 n: 918-587-8600 INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION, M I rr LL IA 0 M LL FLUSH TRANSITION 3/4" 1 /4" #4 CON'T. WARPED A.C. C, TYP. TYP GROOVING SLOPE PAVING 4' q•' q., - a P c 0 43 JFREE -DRAINING TILT -UP PANEL PLAN VIEW „ AGGREGATE DOCK FAN/LIGHT POSTS O 9 -•U WALL BRACKET; O.C. MAX. COMPACTED FILL MOUNT C 7 7 - 6 X//\/j'X,/\\j/\\j/\\j/\\ \\j/\\jj8 //\\j/\ \\j/\ DOCK FAN/LIGHT G Q A.F.F. TO CENTERLINE PER SOILS REPORT ARM OF BRACKET WITH CHAINLINK FENCE INTEGRAL CONC.' ( 4) 1 /2" TH R U SLEEVE CURB - - - - -- BOLTS d ELEVATION LJ r• PAVING WHERE OCCURS _ T.O. WALL I 1;. EL.=100,U:, q DOCK SIDE NOT USED NTRANCE CURB TRANSITION DOCK FAN/LIGHT BRACKET NOT' USED /////// 23 \f\\\\\\\\\ a . TILT —UP PANEL SCALE: SD 1-27 08/24/06 SCALE: 1-1 /2"=1 '-0" SD 1 1-1 1 _ TU 10/27/05 6 SCALE: 1-1 /2"=1 '-0" SCALE: /j/j/ WEEP HOLES — SEE CONCRETE CAP — SMOOTH _ //\\// ' FINISH — PAINT TO MATCH POST " #4 CON'T 6 /\ j\\\ a• SLAB LOADING DOCK 3/4" RADIUS 12" POCKET MIN. FREE —DRAINING // // - 6" DIA. PIPE GUARD — CONCRETE CURB— FLUSH AGGREGATE i\ CONCRETE FILLED _ TRANSITION 4 p CONCRETE .SIDEWALK GI SLOPE a PLANTING A.C. PAVING 5% MAX. SLOPESLOPETODRAIN ---- --- a AREA a FIN. SURFACE 4 ° a ° ` ° n \//\// v v as aca\\/\ N \/\\/\\/\ d a a o v. a\\\\f .Q ,/ r\//\\ \\f• NOTE: - `\r• r\\i,i.i\,\.\\ / / / // // // ///,//f,//. PRIME AND PAINT BOLLARD I '\//.\//\//\//\// /////\/ FREE -DRAININGTOMATCHADJACENT ..a . ' % 6 '\j\\j\\j\\ \\j\ \ BUILDING COLOR \j\// FREE -DRAINING\\\ . AGGREGATE a / %, AGGREGATE//\// / //\// COMPACTED FILL a %/ i COMPACTED FILL SEE SOILS REPORT CONC. FOOTING//\/ a // _ PER SOILS REPORT /f%//j//j//j//j//j//j INTEGRAL a ' CONCRETE CURB 4 CONI. TYPICAL BOLLARD 24 PLANTER, CURB o GATEWAY CURB RAMP TRANSITION NOT USED 7 DOCK WALL AND FENCE SD 1 1-24 2 10/27/05 SCALE: 1--1 /2"-1 '-0" SD 1 1-19 OS/24/06 SCALE: 1-1 /2"=1 '--0" SD 1 1-15 08/24/06 SCALE: 1-1 /2"=1 ' -0" SCALE: SD 1 1-02 TU OPT 01 /30/07 SCALE: 1 /2"=1 '-0" 3-- SIDED UNPAINTED CURB FACE STRAPSC 24 DOWNSPOUT O.G. TYP. -- FLOOR AT NDING EVEL DOORWAREA FINISH EXTERIOR CONCRETE SIDEWALK CONCRETE SIDEWALK LEVEL 3/8" FELT EXPANSION JOINT 4-SIDED AT TOP 24" PLACE BOLLARD 3/4" RADIUS WALL - AND BOTTOM 24". DIRECTLY IN FRONT OF DOWNSPOUT - x YELLOW PAINTED CURB FACE COORDINATE ANY < PLANTING AT TRANSITION ONLY TYPICAL BOLLARD i UNDERGROUND - AREA 1' .='C:"';,;'.:.;..,:;:;4:;;'•;.:;:`':,:`:; ,,. SEE DEI-AIL 24 SD1.1 PIPING WITH `r : MfN, ;• .. 1 ° ° p SLOPED AC PAVING BOLLARD FOOTING N :. j/ j\\j•/ SLOPE PER CIVIL DRAWINGS ' TIRD:: NOT TO EXCEED 5% MAX. ,;:; `• TRANSITION BOOT o LO BUILDING/ GRADE o LINE 6» FREE -DRAINING -- - 1'- 0" 1 -0 AGGREGATE » LANgING;;; ' COMPACTED FILL I..;',;, t....:......:...::.".:,,,.,.,'.:-:;.:::°.:;`.;'.::,•^-.' PER SOILS REPORT o C j 1 ;' PROVIDE BOLLARDS PAVEDr _— i_- ONLY AT FLUSH ;`--.-- AR1 STOOP IN DRIVEABLE AREA BOLLARD AT'DOWNSPOUTSIDEWALK EDGE AT PLANTER PAINTED CURB AT TAPERED ASPHALT PAVING' STOOP AT SGL. DOOR EXIT SDI 1-25 BOLLARD 1 1 /16/05 SCALE: N.T.S. SD 1-20 1 1 /16/05 SCALE: 1--1 2"=1'-0" SD1 1-08 05 1-7 06 SCALE: --8 5 » / / / 11 /2 --1 0 SD 1 1-03 WW 09/02/O.a SCALE: 1 /2 =1 -0 3 4 CON'T. 6" 6» 4CON'T TOOLED CONTROL JOINT 3/ 4" RADIUS 3/4 RAD. 1:20 MAX. SLOPE AT SLOPE AT FLARED SIDEWALK LAYOUT LANDING LEVEL W/ FINISH SLOPE FLOOR AT DOOR AREA - EXTERIOR CONCRETECURB . AREA ADJACENT TO SIDES 1:10 MAX. SEE HARDSCAPE 1 " WEEPS - > WALL CONTINUOUSHOTRAMP, CROSS SLOPE PLAN 3/8 FELT EXPANSION JOINT CONCRETE SIDEWALK 6'-U„ SEAL Cal CURB a q4 a °a' ° qa NOT TO EXCEED 2%. O. C. FACE BY - q4 4. a ' ' CONTRACTOR C° __- SSS\\\ SLOPE PLANTING - - - - --- .. - - - - - A10 REASDI. 1 N v I a o - . r.. _= •..:....,' . .... a \ \ \ \ \ \ \ \ HEAVY BROOM ,., ...... . 4SMOOTH . , ....... .... ., FINISH STEELTROWELEDIaSa O. o. BORDERSV n OR ERS G T r I O O' FREE - DRAINING MEDIUM O PAVEMENT \ O GUTTER RRrr AGGREGATE BROOM FINISH i\\ i\\ \\i .•. ,....:; .:::.''':. `,.'•. 1:20 MAX. SLOPE -';:- ,::^ ::: ,' . ..,4:'•::•• ::.::. ':; .::'::::..::..::.•',; .. FIELD . . . TOOLED JOINTS 4 / / 6 COMPACTED FILL - •" • P TY15 PERSOILS • `• — 0LREPORT FREE —DRAINING iG / / NG ET A.L. PAVING"\ G / AGREG T / AE 1 D `G ftxSD1.1 .:N IN INTEGRAL CONC. CURB I ' COMPACTEDFILL- j\/\\ j\\j\\j\\ \\ \ \\ PERSOILSREPORT /\//\//\//\//\//////// #4 CON T. 1 FLUSH NOTE: IF "X" IS O TRANSITION LESS THAN 48" THEN THE SLOPE PROVIDE BOLLARDS IF CURB FACE OF THE FLAIR SIDES REQ'D BY KOHL'S SHALL BE 1:12 PER 3 SD1.1 PLANTER CURB DETAIL INTEGRAL CURB DETAIL PICTURE FRAME DETAIL TYPICAL -CURB RAMP TOOP AT DB 1L DOOR EXIT4 SD1-26 08/24/06 SCALE 1-1/2"=1'-0" SD.1-21 08/24/06 SCALE: 1-1/2"=1'-0" SD11-16 05/17/06 SCALE: N.T.S. SD11-09-RAD 08/24/O6 SCALE: 1/4"=1'-0" SD11-04 WW =30/05 SCALE: 1/2"=1'--0" 1/ 4" RADIUS, TOOLED CONTROL JOINT W/ 25% 1 / 4" PENETRATION, SEE SIDEWALK 1 " PLAN FOR LOCATION SEALANT TO ° MATCH ADJACENT' a . SURFACE ° ' = n q 4 4 as FIBER EXPANSION _ = JOINT MATERIAL A TOOLED CONTROL C o VERTICAL JOINT ( SAW CUTTING NOT ALL SURFACE ALLOWED) FIBER EXPANSION JOINT MATERIAL SPACED 20'--0" G.G. MAX — SEE 3/ 8 JT, SIDEWALK PLAN a a , r . r • 4j a" q' ---# 3x12" LONG DOWEL @24" U.C. EXPANSION JOINT 1F" U S E '' 2D N10"T 22-.NT,, ---OT SIDEWA N 0 T US E D 1 5SCALE: SCALE: SCALE: SD11--10 05 17 06 SCALE: 3"=1'-0" SCALE. SANFORD, FL 11202 NEC RINEHART RD & OREGON AVE SANFORD, FL DEVELOPED BY: v KOHL'S DEPARTMENT STORES, INC.:, N56 W17000 RIDGEWOOD DRIVE 0 MENOMONEE FALLS, WISCONSIN 53051 TEL (262) 703-7000 FAX: (262) 703-7105 CHRISTOPHER B. GOBLE, AIA LICENSE #AR- 92018 Approved Approved w/ comments Certified I re Safety Inspector Fire Prevn. ntion Specialists, Inc. STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLYI WTH ITSISSUED E 0 F AT NO13007ANDITISNOTSUITABLErA _FORUSE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES Q THESERVICES OF PRO PERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. Scott&Gobi Architects e chutes1437South Boulder Ave nue Suite 800 Tulsa, Oklahoma 74119-3609 p: 918- 587-8600 61 f: 918-587-8601 INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. yy.. ir,.. `; :`, - a P 2'sIM, k.. ,, .•4...Cet'd y! SCALE: PROJECT : 0612041 DRWN BY: VF1 CHID 44 0 BLDG. SUBMITTAL: 01 /30/0"7 SHEET: rr ar .• FF " I 0 e f NOTE: ALL CONCRETE TILT PANELS AND OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE FLOOR PLAN DIMENSIONS TO ENSURE COMPLIANCE WITH ADA CLEARANCES AND INTERIOR STORE FIXTURING. PRODUCT APPROVALS SPECIFICATIONS SEC`nON MANUFACTURER FLORIDA PRODUCT APPROVAL ALLOW WIND COMMENTS 07240- EIFS DRYVIT — OUTSULATION SYSTEM FL. 2030.3 60 PSF 07500- MECHANICALLY FASTENED TPO ROOFING CARLISLE FL. 1601.1 90 PSF 08100-- METAL DOORS AND FRAMES AMWELD — OUTSWING STEEL DOORS FL. 3078.3 45 PSF CURRIES — FLUSH OUTSWING COMMERCIAL STEEL DOOR 747E 3070 SINGLE FL. 4385.1 60 PSF 747F 3070 PAIR FL. 5773.1 70 PSF INGERSOLL—RAND/STEELCRAFT — OUTSWING STEEL DOORS SERIES B & L FL. 5492.1 50 PSF 08300a SPECIAL DOORS (OVERHEAD) WAYNE DALTON — THERMOSPAN 150 FL. 4983 DESIGN FOR SITE SPEC. WIND PRESSURES BY SUPPLIER 08411- ALUMINUM ENTRANCES AND STOREFRONTS KAWNEER 1600 SYSTEM 1 CURTAIN WALL FL. 5388.1 90 PSF KAWNEER MEDIUM STILE DOORS FL. 5381 57 PSF 09260- EXTERIOR SHEATHING GEORGIA PACIFIC — DENS DECK FL. 1250.1 CAN BE USED IN HIGH VELOCITY HURRICANE ZONE HURRICANE SCREEN STORM CATCHER FL. 6288.1 60 PSF ARMOR SCREEN FL. 812.1 13OPSF—136.5PSF 8 7 6 5.6 5.5 52 5 4 3 2 1 I I I I I I I I I 22'-4" 40'-0" 40' 30'-0" 40'-0" 40'-0" 22'-4" 15'-2" 66'-8" 18,-0" 134'-10" r Provide tactile s'sgnage saying "EXIT" at each egress stairway, exit passageway, or exit discharge. 2004 9FBC 1006.3.4. Complying With ICC,ANSI A117.1 for installation. 19'-6" r 2'-0" Approved 15,71 Approved wJ comments Certified Fi.)Ofety Inspector Fire I'rs°f ! I'" .. ,ram Inc, ALL EXTERIOR DOORS AND WINDOWS SHALL MEET THE REQUIREMENTS OF THE FLORIDA PRODUCT APPROVAL SYSTEM, DCA RULE 913-72. SANFORD, FL 11202 NEC RINEHART RD & OREGON AVE / SANFORD, FL DEVELOPED BY. KOHL'S DEPARTMENT STORES, INC. \ N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL• (262) 703--7000 FAX: (262) 703-7105 CHRISTOPHER B. GOBLE, AIA LICENSE #AR-92018 FIRST FLOOR PLAN KEY NOTES ONOT USED QSTROLLER/CART CORRAL OSECURITY CHECKPOINT OAUTOMATIC DOOR — SEE 18/A3.3 OUNDER SLAB DRAINAGE O24" WIDE ELECTRIC BELT CONVEYOR BY KOHL'S (N.I.C.) O7 INSTALL 1/2" UNPAINTED FIRE TREATED PLYWOOD TO 4'-0" AFF. ON ALL GYP. BD. IN RECEIVING/STOCK AREAS QLOADING DOCK CONC. SLAB, SEE STRUCT. DWGS. O1 HR. FIRE RATED WALL, U.L. #U465 10 PARTITION WALLS, SEE FLOOR PLAN NOTES #4 11 LINE OF SOFFIT OR HEADER ABOVE, TYPICAL 12 NOT USED 13 COLUMN, SEE STRUCT. DWGS. AND SHEET DS1 FOR FURRING 14 LINE OF FLOOR OPENING ABOVE 15 NOT USED 16 NOT USED 17 FIRE DEPT KNOX BOX — VERIFY LOCATION WITH FIRE DEPARTMENT 18 2"x24" O.C. PAINTED STRIPING (TRAFFIC YELLOW) IN FRONT OF PLUMBING EQUIPMENT 19 WATER AND FIRE RISER, SEE PLUMBING DWGS. 20 FAN/LIGHT MOUNTING BRACKET— SEE 11/SD1.1 21 NOT USED 22 APPAREL RETRIEVAL SYSTEM MANUFACTURED & INSTALLED BY "WHITE CONVEYORS" OR "TRIAD" — PROVIDED BY KOHL'S, N I C 23 CURVED SOFFIT — 75'-0" RADIUS TO FINISH FACE 74'-11 3/8" TO FACE OF STUDS FIRST FLOOR PLAN NOTE 1. REFER TO SHEET T1 FOR TYPICAL SYMBOLS AND ABBREVIATIONS. 2. REFER TO SHEET 01 FOR TYPICAL ACCESSIBILITY, FIRE AND GENERAL NOTES. 3. ALL EXTERIOR OPENING DIMENSIONS ARE TO OUTSIDE OF OPENINGS UNLESS NOTED OTHERWISE. 4. INTERIOR PARTITIONS ARE INDICATED FOR COORDINATION WITH BUILDING SHELL. REFER TO SHEETS: RC1, PP1, WS1, SS1, FP1, FDN, DS1, DS2, DS3, DS4, EL1, EL2, EL3, EL4, EL5, EL6, EL7, CP1 AND SSP FOR TYPICAL INTERIOR IMPROVEMENT DRAWINGS. FOR TYPICAL METAL STUD DETAILS FOR SPACING, BRACING AND ATTACHMENT CONNECTION SEE STRUCTURAL DETAIL SHEETS. 5. REFER TO SHEET A2 FOR DOOR SCHEDULE AND DETAILS. 6. REFER TO SHEET SD1 FOR HARDSCAPE PLAN. 7. NOT USED. 8. SEE SHEET DS1 FOR INTERIOR COLUMN DETAILS, 9. FIRE EXTINGUISHERS TO BE FURNISHED BY KOHL'S. GENERAL CONTRACTOR TO INSTALL BACKER BOARD BRACKETS & EXTINGUISHERS — SEE SHEET SS1 FOR LOCATIONS. 10. PAINT ALL EXPOSED PIPING INCLUDING GAS PIPES ON EXTERIOR WALLS. COLOR TO MATCH BUILDING COLOR. 11. PROVIDE STUDS WITH GYPSUM BOARD BOTH SIDES TO METAL DECK AT RESTROOMS, EMPLOYEE LOUNGE AND WALL BETWEEN OFFICES AND MAIN STOCK ROOM AND WALL BETWEEN SALES, MAIN STOCK ROOM AND OFFICES. SEE SHEET A1.2 FOR LEGEND AND EXTENT. 12. BUILDING SHALL BE FULLY SPRINKLERED WITH AN AUTOMATIC FIRE SUPPRESSION SYSTEM IN CONFORMANCE TO ALL NFPA LOCAL REQUIREMENTS AND KOHL'S FIRE INSURANCE CARRIER STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 01/30/07 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. Scott&Goble Architects 1437 South Boulder Avenue Suite 800 Tulsa, Oklahoma 74119-3609 p: 918-587-8600 f: 918-587-8601 INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. W cr rI F— Q c 8 106• 40 2 0 SANFORD, FL 11202 NEC RINEHART RD & OREGON AVE SANFORD, FL DEVELOPED BY: N.N 7 6 5.6 5.5 5.2 5 4 3 2 1 KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL (262) 703-7000 \ FAX: (262) 703-7105 CHRISTOPHER B. GOBLE, AIA LICENSE #AR-92018 Approved Q Approved w/ comments Certified F e Safety , I-pector Fire Prov ; o, fs, Inc. SECOND FLOOR PLAN KEY NOTES ONOT USED ONOT USED ONOT USED O4 NOT USED ONOT USED O24" WIDE ELECTRIC BELT CONVEYOR BY KOHL'S (N.I.C.) 7 INSTALL 1/2" UNPAINTED FIRE TREATED PLYWOOD TO 4'--0" AFF, ON ALL GYP, BD. IN RECEIVING/STOCK AREAS O8 NOT USED O1 HR. FIRE RATED WALL, U.L. #U465 1 U PARTITION WALLS, SEE FLOOR PLAN NOTES #4 11 LINE OF SOFFIT OR HEADER ABOVE, TYPICAL 12 NOT USED 13 COLUMN, SEE STRUCT. DWGS. AND SHEET DS1 FOR FURRING 14 LINE OF FLOOR OPENING BELOW 15 NOT USED 16 NOT USED 1 % NOT USED 18 NOT USED 19 NOT USED 2U NOT USED 21 NOT USED 22 APPAREL RETRIEVAL SYSTEM MANUFACTURED & INSTALLED BY "WHITE CONVEYORS" OR "TRIAD" — PROVIDED BY KOHL'S. N.LC. 23 NOT USED SECOND FLOOR PLAN NOTES 1. REFER TO SHEET T1 FOR TYPICAL SYMBOLS AND ABBREVIATIONS. 2. REFER TO SHEET 01 FOR TYPICAL ACCESSIBILITY, FIRE AND GENERAL NOTES. 3, ALL EXTERIOR OPENING DIMENSIONS ARE TO OUTSIDE OF OPENINGS UNLESS NOTED OTHERWISE, 4. INTERIOR PARTITIONS ARE INDICATED FOR COORDINATION WITH BUILDING SHELL. REFER TO SHEETS: RC1, PP1, WS1, SS1, FP1, FDN, DS1, DS2, DS3, DS4, EL1, EL2, EL3, EL4, EL5, EL6, EL7, CP1 AND SSP FOR TYPICAL INTERIOR IMPROVEMENT DRAWINGS. FOR TYPICAL METAL STUD DETAILS FOR SPACING, BRACING AND ATTACHMENT CONNECTION SEE STRUCTURAL DETAIL SHEETS. 5. REFER TO SHEET A2 FOR DOOR SCHEDULE AND DETAILS. 6. REFER TO SHEET SDI FOR HARDSCAPE PLAN. 7. NOT USED. 8. SEE SHEET DS1 FOR INTERIOR COLUMN DETAILS. 9. FIRE EXTINGUISHERS TO BE FURNISHED BY KOHL'S. GENERAL CONTRACTOR TO INSTALL BACKER BOARD BRACKETS & EXTINGUISHERS — SEE SHEET SS1 FOR LOCATIONS. 10, PAINT ALL EXPOSED PIPING INCLUDING GAS PIPES ON EXTERIOR WALLS. COLOR TO MATCH BUILDING COLOR. 11. PROVIDE STUDS WITH GYPSUM BOARD BOTH SIDES TO METAL DECK AT RESTROOMS, EMPLOYEE LOUNGE AND WALL BETWEEN OFFICES AND MAIN STOCK ROOM AND WALL BETWEEN SALES, MAIN STOCK ROOM AND OFFICES. SEE SHEET A1.2 FOR LEGEND AND EXTENT. 12. BUILDING SHALL BE FULLY SPRINKLERED WITH AN AUTOMATIC FIRE SUPPRESSION SYSTEM IN CONFORMANCE TO ALL NFPA LOCAL REQUIREMENTS AND KOHL'S FIRE INSURANCE CARRIER STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 01/30/07 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. Sett&Goble Architects 1437 South Boulder Avenue Suite 800 Tulsa, Oklahoma 74119-3609 p: 918-587-8600 f: 918-587-8601 INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. I I El ACRYLIC PANEL F.T. WOOD BLOCKING---- ATTr TO ABLOCKINGCHBOX THROUGH PRE —DRILLED PROVIDE F.T. WOOD HOLES STUD INSERTED IN MTL. TRACK EA, SIDE—/ 3'-1" CLEAR CA FINISH DIM. r SECTION BLOCKING FOR VIEW PANEL 22Al2-22 04/24/06 SCALE:1-1/2"=1'-0" NOT USED -- I —I'S—CALE: 23 NOT USED 24 NOT USED' _25 ACRYLIC PANEL o TFFCI) — SEE ` o 22/A1.2 N COLLECTION BOX (TFGCI) T MTL. STUDS W/ F.T. WOOD ISTUDS ALIGN STUDS TO MAI L S LOT I ROUGH OPENING ZA I PLAN VIEW NOT USED 16 FRAMING F r-e 71 8 1/2 IL — R.O. I QMAILSLOTI ROUGH _ I OPENINGLoCUSTOMER VIEW OR COLLECTION BOX (TFGCI) 1 08n4/06 1 SCALE: 1i2"-V-0 3 4 COLLECTION BOX PREFAB COLLECTION BOX ( TFGCI) TO BE INSTALLED INTO FRAMED R.O. L I 5 1 /2 8 1 /2 4" MTL. R. O. - STUDS ACRYLIC PANEL (TFFCI) SEE 22/A1.2 SERVICE DESK VIEW SECTION A X4 NOT USED 1 3 2 ENLARGED OFFICE GORE PLAN L_1 5 SANFORD, FL 11202 NEC RINEHART RD & OREGON AVE SANFORD, FL Iff fir• DEVELOPED BY. KOHL' S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MF_ NOMONEE FALLS, WISCONSIN 53051 TEL ( 262) 703-7000 FAX: ( 262) 703-7105 CHRISTOPHER B. GOBLF AIA LICENSE AFAR-92018 OFFICE CORE WALL LEGEND I-- 3-5/8" METAL STUD WALL W/ 5/8" GYP. BD. EA. SIDE TO CEILING GRID 3- 5/8" METAL STUD WALL TO DECK. 5/8" GYP, BD. EA, SIDE TO 8" ABOVE CEILING 3- 5/8" METAL STUD WALL W/ 5/8" GYP. BD. EA. SIDE AND SOUND INSULATION BAITS TO DECK ONE HOUR RATED 3-5/8" METAL STUD WALL W/ 5/8" GYP. BD. EA. SIDE AND SOUND INSULATION BATTS - WALL S RUN CONTINUOUS PER WALL SECTION J OR TO UNDERSIDE OF ROOF DECK NOTE: TFGCI = TENANT FURNISHED, GENERAL CONTRACTOR INSTALLED GCFGCI = GENERAL CONTRACTOR FURNISHED AND 'INSTALLED TFFCI = TENANT FURNISHED, FIXTURE CONTRACTOR INSTALLED SEE SHEETS G1 AND ADA FOR ALL ACCESSIBILITY REQUIREMENTS. SEE SHEET DS2 FOR ADDITIONAL TENANT INFORMATION. N OTE: DIMENSIONS ARE TO FACE OF FINISH TO MATCH PP2 — THIS PLAN ONLY Apyoved C Approved W/ comments 4Fe eu-- - Z v 7 Ceriifii, Safety Inspedc-)IFire Prevention Specialists, Inc. STIPULATION FOR RFIUS THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 01/30/07 AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS, REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NO"r AUTHORIZED AND IS CONTRARY TO THE LAW. Scott& Gable Architects 1437 South Boulder Avenue Suite 800 Tulsa, Oklahoma 74119-3609 p: 918-587-8600 f: 918-587-8601 11111 INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. 6 M LL M EL DISPENSER F_-_-------, - NET i _ O l IA I i O I ` r -- - 0 o AVin56 :6) I I i i H.C. i } K } } K I - T I I j I C } O i - I I t O i } O 1 u H.G. I 1 . r - i ---`----- =='-- - -r rALSTUDSII ,'I ` rn L-_ i_ J H i 1'• 0 D I CEMENT BOARD i P D 0 I Q/ i B i I i M2 TYP. ,' p i \ I 18D A1.3 18B I f Ila SET MORTAR I- L i i , E 30" x 48" i I i 30" x 48" I 30 X 48 I I „ I I gp 18A I Ct£AR--f - I I ICELAINTILE - FULL i _..._ LEAR-T -.i - - + -------_..--... - ,, CL-C>R--} wl. S AT FACE OF - - ----- ----- I - 0 ----i---------iCLR. ---------- STER - POLISHED i (5A </ 1= FACE OF FINISH FACE OF FINISH FACE OF FINISH ES AT SIDES - FT - _ V____--_- t-. T_________-____ M 1 5B A1.3 UNISEX L _ _ J 5E A1.3 5F RESTROOM RESTROOM `•__ j I 234 K 5C G V TYP. 41L_-_------ 1 J - - - - - -- 0x 48PiLASTER FRAMING CLEAR14A13-16 04/05/06 SCALE: 3/4„-1' U" I I F. FT I I 1 I , I r: 5 co P P I I 5B A1.3 5D P P _ - E1 1 TYP. 1 1 I I i j rn's'I 7 I I 5 ---- I _H.C__j A1. 4 1 I I -- - - - _ ---- - -- P STARTFLOOR AND WALL o 0 0 0 TYP. _ I I TILE AT THIS LOCATION WC C C C I s 1 1 1 1 - .._--- _....._.- - - - - - - --- ---_.- 1'-6 3/4" 3'-p" 3'-p" 3'-p" 3'-O» 4>-7» 2_p» L, LSTART FLOOR- BT g I I AND WALL ¢}s B B 1 1 1 I I 17E TILE AT THI (#1} LOCATION - - - _ - _ - - E o 0 O OOOOOOot. Y;. 17F A1. 3 17D i a` ELEVATION D ELEVATION E ELEVATION F' ELEVATION G ADA 170 - c ., _- ' C I C ;I' yN 5 I ADA B EQ. EQ. . EQ, 8 -1 1 /4 EQ I1 S, p» O i I MIN. F.D{ WOMENLU SRESTROOMENTRYELEVATIONS17II } _ t SCALE: 1 / 4 =-0 I } } TYPG i 11 WOMEN' S i . -- \\---.---- I gl r 4K RESTROOM II 4B 233 P I I I 4J A1. 3 4H---------------- LEAK \. 1 } I I 301 x 48 i CLR• , 16 " P 4 I I I „ I I 1 1 RECESSED [ C-- =1 C - - J _I 1 ( 1 2 j I I p. F. i it 30 x 48IIA1.3 , I r 1 N Wf 15" I wT 1 O 12 e EQ. EQ. CHILD - SIZE`' TOILET ELECTRICAL OUTLET 1'- 6" 2'-8" 2'_5» 6„ I EQ. 2'-6 1/4" EQ• EQ ' / "' EQ Dft 2 -6 14415'-8 1 / 4" 2'- 1 " - SEE 8/A1.4 - FACE OF STUD FACE OF STUD FACE OF S D TOW CABI r-- r-- s' t> itzr7zsa3a9L;7c i _--f:bG a,T.»dkiY:rir}xi--- i I 0 o I I I P O ( I-1- I EDGE OF LIGHTi O MET 2 `\ COVE ABOVE 1 5/8 A1. 4 __ ' A1. 4 \ I I THIN TYP. LAVATORY POR VANITY TILE 2"_ 3" 5'- 6 1/4" CLEAR 2'-3" PILA EDG I I I , H I I ___ t 1 L------------P----- - - 1 TYP. i M 1 } i r-- Y _I I I i-_------,- i H i 's IP I I IOi iol i H I I } i I IIa- i - f i A A IL-----J L I L--------------- -I I ` EQ. EQ. EQ. EQ. -EQ. EQ. J._,.__-..• - - ._._ .»... - -..- -. ...._ - - - - - • - - - - - ._.., ..,... . EQ. 2'- 6 1 /4" EQ• EQ. 2'-6 1 /4" EQ. ,{ ELEVATION A ELEVATION R ELEVATION O ELEVATION DId LEVATIONS ENLARGED RESTROOM PLANS UNISEX RESTROOM ESCALE: 1 /4"= 1'-0" 01 /3U/07 SCALE: 1 /2"= 1'-0" j:=::P P1 TYP. 1 TYP. 2 _- P - - TYP. - - r---- _---1 f -^ ---- 1 4 7 TYP. A1. 4 A1. 4 TYP. TYP. T I P. W _ 1-TY I I IIIF K LIGHT COVEFR. WOOD ^.. I I DADA I -- - - - -- / -- -- - - - - --- -- \ A1.4 I I I CL I 9 TYP. ' BEYOND, LOCKING, TYP. TYP. TYP. I I I I } I I TYP .-.-. I o I u I I --- - - _........._ ,_. - - - - 1z wT B J I f qk, F1 e 2 2 I WT 1 l= r - 2 2X F. R. WOOD 2 RECESSED LIGHT2 TYP. 1 BLOCKING TYP. COVE BEYOND, TYP. _ LiIIL- mg ttil - nlrusl r - r WT k I,: TYP. WC F1 F1 F1 s. F1 °,. F3 OD M1 6 - ll II II I II 1 IIOiI A1.4 I OII I I _ E4 EQ. B -- EQ, EQ, -- TYP. TYP. -TYP. TYP. TYP. 1 B -WT L WALL TIL 2 ELEVATION A ELEVATION B ELEVATION C ELEVATION H ELEVATION J ELEVATION K WOMEN'S RESTROOM ELEVATIONS SCALE: 1 /4"=1 ' - 0" P P _ P-------_.---._ TYP. 1-----..-- P P 2 I.. 7_ C C - - - - :1- YP. 1 f C - - - -1 _ I 1 .TYP. 1 C - - DC - - ___ - ::]E = - - = JC - - - - :1 11. TYP. TYP. TYP. RECESSED LIGHT FR, 2X WOOD 4 FR. 2X WOOD 7 Al 4 CO E BEYOND, TYP. BLOCKING, TYP. TYP. A1.4 LOCKING, TYP }--}}- A1.4 n- f - . I- __ 1 - 1.• 1 ` : IT T TYP. TYP. 12411• 1 n I, E©_ ii II tl I w IA1.4 i i TYP. 1 WT C-__-- D yy} C_..._-- C-----1L_-..__ P 1 TYP. WC G P. TYP. A1.4 1 1 9 L 4 WHOLE TILES I 2X F.R. WOOD BLOCKING. TYP. _ 1 F4 i T 2' B E EQ. 01C fi r-- , k-- 5'- 4 G. 5 0" "> A J w N I TYP. Al I T j:;" c 1 1v F4 C E B G WT YP. C 1 WG 1 TYP. 1. 4-) j TYP. G TYP f TYP. SANFORD, FL 11202 NEC RINEHART RD & OREEGON AVE SANFORD, FL DEVELOPED BY: KOHL'S DEPARTMENT STORES, INC. N56 W17000 RIDGEWOOD DRIVE MENOMONEE FALLS, WISCONSIN 53051 TEL (262) 703-7000 FAX: (262) 703-7105 CHRISTOPHER B. G\BL.E, AIA LICENSE #AR-92018 RESTROOM ACCESSORY LEGEND NOTE: ALL ACCESSORY ITEMS TFGCI TENANT FURNISHED, GENERAL CONTRACTOR INSTALLED UNLESS NOTED OTHERWISE. STAINLESS STEEL RECESSED TOWEL DISPENSER CABINET - "BRADLEY" MODEL O#2479-PS200308 WITH SENSOR OPERATED PAPER TOWEL DISPENSER SAN JAMAR OCEANS SERIES MODEL # T130OTBK WITH SMART SYSTEM AC ADAPTER XT50. SEE RESTROOM NOTE 3. MOUNTED TOILET TISSUE DISPENSER - SCA MODEL 56T - DISPENSER QSURFACE SHALL ALLOW CONTINUOUSPAPERFLOWOSTAINLESSSTEELSURFACEMOUNTED SANITARY NAPKIN DISPOSAL - BRADLEY MODEL 4781-15 OD MANUAL SOAP DISPENSER " GOJO" MODEL #8500-01 OE GRAB BAR 1- 1 j" DIAMETER SATIN FINISH ' BRADLEY MODELS 8320-001-36, #8320- 001-42 AND#8320-001-18 AS SHOWN 01 WOMEN'S & UNISEX ROOM MIRROR (26"Wx46"H) F2 MEN'S ROOM MIRROR (60"Wx46"H) _ F3 WOMEN'S ROOM MAKEUP MIRROR (48"W09"H) F4 FULL -HEIGHT RESTROOM MIRROR (30"Wx72"H) O TOILET PARTITIONS AND HARDWARE PACKAGE Or01LET ROOM COUNTERTOP AND BACKSPLASH - AVONITE AUTUMN WHEAT K3- 7725 SATIN OSTAINLESS STEEL SURFACE -MOUNT ACCESSIBLE NAPKIN TAMPON DISPENSER BOBRICK" MODEL B-2800 OK TRASH. CAN ENCLOSURE OL CHILD PROTECTION SEAT - " KOALA" MODEL # 102-00 CREME STAINLESS STEEL RECESSED BABY CHANGING STATION - HORIZ. M1 KOALA" MODEL # KB110- SSRE M2 STAINLESS STEEL RECESSED BABY CHANGING STATION - VERT. KOALA" MODEL # KB111-SSRE N N.I.C. - BENCH (TENANT FURNISHED, FIXTURE CONTRACTOR INSTALLED) O PRE --MOUNTED LAVATORY ON COUNTERTOP STAINLESS STEEL RECESSED TOWEL CABINET WASTE RECEPTICLE BRADLEY 2271 WITH SENSOR OPERATED PAPER TOWEL DISPENSER SAN JAMAR OMODEL P OCEANS SERIESMODEL #T1300TBK WITH SMART SYSTEM AC ADAPTER XT50. SEE RESTROOM NOTE #8 06 SURFACE MOUNTED TOILET TISSUE DISPENSER - SCA MODEL 66TR RESTROOM FINISH LEGEND NOTE: FINISH ITEMS SHOWN BELOW ARE TFGCI (TENANT FURNISHED, GENERAL CONTRACTOR INSTALLED WIDE X 172 TIL IGH PORCELAIN TILEBASE - FABBRICA MARMI B 41 CRANITI, DAINO REALEBY INTERNATIONAL STONE DESIGN. POLISHED FINISH - 1/16" GROUT JOINTS. GROUT: MAPEI "CHAMOIS," 05, UNSANDED. 16"x16" PORCELAIN TILE - FABBRICA MARMI-E CRANITI, DAINO REALE BY INTERNATIONAL STONE DESIGN. HONED FINISH - STRAIGHT SQUARE PATTERN 1 1/16" GROUT JOINTS. GROUT: MAPEI "CHAMOIS" 05, NONSANUED. PREFINISHED 2--1/2" 0/4" HARDWOOD MOULDING TRIM BOARD "ESPRESSO" 1 TFGCI) 16 x16 PORCELAIN TILE - FABBRICA MARMI E GRANITI, DAINO REALE BY INTERNATIONAL STONE DESIGN. POLISHED FINISH - 1/16" GROUT JOINTS. GROUT: MAPEI "CHAMOIS" 05 NONSANDED. 1 "x1" GLASS TILE - WINDWARD BLUE SATIN GLMS-30 BY INTERNATIONAL W. STONE DESIGN - 1/ 16" GROUT JOINTS MASTIC: WHITE, GROUT:. MAPEI WARM GRAY 93, NONSANDED. NOTE: FINISH ITEMS SHOWN BELOW ARE GCFGCI (GENERAL CONTRACTOR FURNISHED, GENERAL CONTRACTOR INSTALLED) P ICI PAINT - SEE EL4 PAINT LEGEND "R" - SEE EL4 FOR ADDITIONAL FINISH INFORMATION INCLUDING SPECIFICATIONS 1 1 4"06" MARBLE DOOR THRESHOLD - "BOTTICINO CLASSIC" WALL COVERING SEE EL4 WALL COVERING LEGEND WC-8' - eVINYL 1 SEE EL4FORADDITIONAL FINISH INFORMATION INCLUDING SPECIFICATIONS RESTROOM NOTES 1. GENERAL CONTRACTOR TO FURNISH AND INSTALL FIRE RETARDANT TREATED WOOD BLOCKING AS REQUIRED AT ALL CABINETS, TOILET FIXTURES, TOILET PARTITIONS, TOILET ACCESSORIES, SHELVING, COAT RODS, HANDRAILS, DOOR STOPS, CORNER GUARDS, WALL GUARDS AND AT THE TOP AND BOTTOM OF ALL MIRRORS, 2. ALL MIRRORS TO BE MOUNTED WITH TOP OF FRAME AT 6'-11" AFF. REFER TO DETAIL 13/ADA FOR ACCESSIBLE MIRROR REQ'S. 3. MOUNT TOP OF TOWEL DISPENSER CABINET AT 5'-2 1/2" TYP. - PROVIDE 1" CLEAR BETWEEN BOTTOM EDGE OF CABINET FLANGE AND TOP OF TRASH RECEPTACLE "K" 4. SEE FDN SHEET FOR ADDITIONAL TILE NOTES AND SPECIFICATIONS. 5. SEE RC2 SHEET FOR CEILING NOTES AND SPECIFICATIONS. 6. CAULK ALL TILE JOINTS AT INSIDE CORNERS 7. GLASS TILE AND PORCELAIN TILE TO RUN CON'T BEHIND MIRRORS 8. MOUNT TOP OF TOWEL DISPENSER CABINET AT 5'-4" TYP. STIPULATION FOR REUSE THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT SANFORD, FL CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 01/30/07 AND IT IS NOT SUITABLE FOR F F F G FORFTIME. USE OFTHISDRAWINGUSEONADIFFERENTPROJECTSITEORATALATERI _ REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE UN ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. 11101 Sc®tt&G® ble Architects 1437 South Boulder Avenue Suite 800 Tulsa, Oklahoma 74119-3609 p: 918-587-8600 vS f: 918-587- 8601 INFORMATION ON THIS DRAWING TAKES PRECEDENCE OVER THE SPECIFICATIONS MANUAL IF THE DOCUMENTS HAVE CONFLICTING INFORMATION. IQ AnnrC}vpri w/ comments I I nit T .- 01 Fire Prev(nticn Specialists, Inc.