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Golf Patio Reno DrawingsARCHITECTS' CONSULTANTS STRUCTURAL ENGINEER JOHNSON WILBUR ADAMS 175 NORTH WASHINGTON STREET (630) 653-9060 WHEATON, IL 60187 FAX: (630) 653-9059 MECHANICAL / PLUMBING / ELECTRICAL ENGINEER WT ENGINEERING, LLC 2675 PRATUM AVENUE (224) 293-6333 HOFFMAN ESTATES, IL 60192 FAX: (224) 293-6444 ISSUED FOR BID AND PERMIT OAK BROOK GOLF CLUB CERTIFICATION LOCATION MAPCONSULTANTS SYMBOLS & CALLOUTS SHEET INDEXMATERIAL DESIGNATIONABBREVIATIONS EXISTING STONE OR GRAVEL FILL CLAY BACKFILL CONCRETE BRICK CONCRETE MASONRY UNIT CUT STONE ACOUSTICAL TILE METAL CONCRETE, PLASTER, EXTERIOR INSULATION FINISH SYSTEM GLAZING GYPSUM BOARD, PLASTER, GROUT, SAND PLYWOOD WOOD ROUGH LUMBER BATT OR LOOSE INSULATION RIGID INSULATIO N TOPSOIL YARDYD WELDED WIRE FABRIC WALL TO WALL WAINSCOT WATER STOP WATER REPELLENT WATER PROOFING WIRE MESH WINDOW WROUGHT IRON WALL HUNG WIRED GLASS WOOD WATER CLOSET WOOD BASE WITHOUT WITH WIDTH, WIDE WEST VINYL TILE VENEER V JOINT(ED) VINYL VINYL FABRIC VESTIBULE VERTICAL VAPOR BARRIER URINAL UNLESS NOTED OTHERWISE UNFINISHED UNDERCUT UNIFORM BUILDING CODE TERRAZZO TYPICAL TELEVISION TREAD TOILET PAPER DISPENSER TOLERANCE TACKBOARD THRESHOLD THICK(NESS) TELEPHONE TERRA COTTA TOWEL BAR TONGUE AND GROOVE TOP STEEL SYSTEM SYNTHETIC SYMMETRY SUSPENDED STRUCTURAL STORAGE SEATING STEEL STANDARD STATION SERVICE SINK STAINLESS STEEL SQUARE SPECIAL SPEAKER SPECIFICATION SPACER SOUNDPROOF SANITARY NAPKIN RECEPTACLE SANITARY NAPKIN DISPENSER SMOKE DETECTOR SLEEVE SKYLIGHT SINK SIMILAR SHEATHING SHEET SHOWER SHELF, SHELVES SHEET GLASS SAFETY GLASS SECTION SECRETARY SOAP DISPENSER STRUCTURAL CLAY TILE SCREEN SCHEDULE SEAT COVER DISPENSER SOLID CORE SOUTH RED WOOD RIVET REVERSE (SIDE) RIGHT OF WAY ROUGH OPENING ROOM RAILING RAIL RIGHT HAND REFLECT(ED), (IVE), (OR) ROOF HATCH ROOFING REVISION(S), (ED) RESILIENT REQUIRED REMOVE REINFORCE(D), (ING) REGISTER REFRIGERATOR REFERENCE ROOF DRAIN REINFORCED CONCRETE PIPE RADIUS RETURN AIR RISER QUARRY TILE PAVEMENT POLYVINYL CHLORIDE PAPER TOWEL RECEPTOR PARTITION PAPER TOWEL DISPENSER POST-TENSIONED CONCRETE POINT POUND PER SQUARE INCH POUNDS PER SQUARE FOOT PRESTRESSED CONCRETE PREFORMED PREFABRICATED PAIR PAINT PANEL PLYWOOD PLATE GLASS POUNDS PER LINEAL FOOT PLASTER PLASTIC LAMINATE PLATE PARKING PREFINISHED PERFORATE(D) PERIMETER PEDESTAL POUNDS PER CUBIC FOOT PRECAST CONCRETE PARTICLE BOARD PANIC BAR PARALLEL OPEN WEB JOIST OPPOSITE OPPOSITE HAND OPENING OVERHEAD OFFICE OUTSIDE DIAMETER OVERALL NOT TO SCALE NOISE REDUCTION COEFFICIENT NOISE REDUCTION NOMINAL NUMBER NOT IN CONTRACT NATURAL NORTH MILLWORK MULLION METAL MOUNTED MOUNT MARBLE MODULAR MILLIMETER MOLDING MISCELLANEOUS MIRROR MINIMUM MANHOLE MANUFACTURER MATERIAL MEMBRANE MEDIUM MECHANICAL MEDICINE CABINET MEMBER MOP BASIN MAXIMUM MASONRY METER(S) CHANNEL CENTERLING AT ANGLE AND LIGHT WEIGHT CONCRETE LIGHT WEIGHT LOUVER LINTEL LIGHT LOW POINT LIMESTONE LIVE LOAD LEFT HAND LIGHT CONTROL LABEL LAG BOLT LAVATORY LAMINATE LADDER LABORATORY LENGTH JOINT JOIST JANITOR'S CLOSET JANITOR INVERT INTERIOR INSULATE(D), (ION) INCLUDE(D), (ING) INCINERATOR INCH INSIDE DIAMETER HOT WATER HEATER HARDWOOD HEATING, VENTILATING, A/C HEATING HEIGHT HOUR HIGH POINT HORIZONTAL HOLLOW METAL HOOK(S) HARDWARE HEADER HEAT DETECTOR HOLLOW CORE HOSE BIBB GYPSUM GRAVEL GROUT GLAZED STRUCTURAL TILE GRADE, GRADING GROUND GLASS BLOCK GLASS, GLAZED GASKET(ED) GLAZED CONCRETE MASONRY GENERAL CONTRACT(OR) GRAB BAR GALVANIZED GAUGE FURRED(ING) FOOTING FEET (OR FOOT) FRAME(ING) FIRE PROOF FIRE PLACE FLEXIBLE FLUORESCENT FLOOR(ING) FLASHING FINISH(ED) FLAT HEAD FIBERGLASS FINISH FLOOR FOUNDATION FLOOR DRAIN FIRE BRICK FURNISHED BY OTHERS FIBERBOARD FLAT BAR FRESH AIR FACE EXTERIOR EXPOSED EXPANSION EXISTING EXHAUST ESTIMATE EQUIPMENT EQUAL ELECTRIC PANELBOARD ENCLOSURE EMERGENCY ELEVATOR ELECTRIC(AL) ELEVATION EXPANSION JOINT EACH EAST DRAWER DRAWING DOOR DAMPER DAMPROOFING DOWN DEAD LOAD DIVISION DISPENSER DIMENSION DIAGONAL DIAMETER DOUBLE HUNG DRINKING FOUNTAIN DETAIL DEPARTMENT DEPRESS(ED) DEMOLISH, DEMOLITION DOUBLE CUBIC YARD COUNTERSUNK CENTER CERAMIC TILE CASEMENT CARPET(ED) CORRIDOR CONTRACT(OR) CONTINUOUS OR CONTINUE CONSTRUCTION CONNECTION CONCRETE COMBINATION COLUMN COUNTER CONCRETE MASONRY UNIT CENTIMETER CLEAR(ANCE) CLOSET CAULKING CEILING CONTROL JOINT CIRCLE CAST-IN-PLACE CONCRETE CAST IRON CHAMFER CORNER GUARD COUNTER FLASHING CUBIC CEMENT CENTER TO CENTER CATCH BASIN CABINET CURB WWF WTW WSCT WS WR WP WM WIN WI WH WG WD WC WB W/O W/ WI W VT VNR VJ VIN VF VEST VERT VB UR UNO UNF UC UBC TZ TYP TV TR TPD TOL TKBD THR THK TEL TC TB T&G T SYS SYN SYM SUSP STRL STOR STL STG STD STA SSK SS SQ SPL SPK SPEC SPCR SP SNR SND SMD SL SKL SK SIM SHTHG SHT SHR SH SG SFGL SECT SECR SD SCT SCN SCH SCD SC S RWD RVT RVS ROW RO RM RLG RL RH RFL RFH RFG REV RES REQ REM REINF REG REFR REF RD RCP RAD RA R QT PVMT PVC PTR PTN PTD PTC PT PSI PSF PSC PRF PREFAB PR PNT PNL PLYWD PLGL PLF PLAS PLAM PL PKG PRN PERF PER PED PCF PCC PBD PB PAR OWJ OPP OPH OPG OH OFF OD OA NTS NRC NR NOM NO NIC NAT N MWK MULL MTL MTD MT MRB MOD MM MLD MISC MIR MIN MH MFT MAT MEMB MED MECH MC MBR MB MAX MAS M cL @ < & LWC LW LVR LTL LT LP LMS LL LH LC LBL LB LAV LAM LAD LAB L JT JST JC JAN INV INT INSUL INCL INCIN IN ID HWH HWD HVAC HTG HT HR HP HORIZ HM HK HDW HDR HD HC HB GYP GVL GT GST GR GND GLB GL GKT GCMU GC GB GALV GA FURR FTG FT FR FRPF FP FLX FLUOR FLR FLG FIN FH FGL FF FDN FD FBR FBO FBD FB FA F EXT EXPO EXP EXIST EXH EST EQUIP EQ EP ENCL EM ELEV ELEC EL EJ EA E DWR DWG DR DPR DP DN DL DIV DISP DIM DIAG DIA DH DF DET DEPT DEP DEMO DBL CY CISK CTR CT CSMT CPT CORR CONTR CONT CONST CONN CONC COMB COL CNTR CMU CM CLR CLO CLKG CLG CJ CIR CIPC CI CHAM CG CFLG CF CEM CC CB CAB'T C BOTH WAYS BEVELED BUILT UP ROOFING BASEMENT BRONZE BEARING BRICK BEARING PLATE BEAM BLOCKING BLOCK BUILDING BITUMINOUS BOARD BOTTOM BW BVL BUR BSMT BRZ BRG BR BPL BM BLKG BLK BLDG BITUM BD B AUTOMATIC ASPHALT ASBESTOS ARCHITECTURAL ACCESS PANEL ANODIZED ALUMINUM ALTERNATE AGGREGATE ABOVE FINISHED FLOOR ADJUSTABLE ADHESIVE ADDENDUM AREA DRAIN ACOUSTICAL TILE ACOUSTICAL ACCESS ABOVE ANCHOR AIR CONDITIONING AUTO ASPH ASB ARCH AP ANOD ALUM ALT AGG AFF ADJ ADH ADD AD ACT ACOUS ACC ABV AB A/C PROJECT SITE 9 AUGUST 2018 2606 YORK RD OAK BROOK, IL 60523 I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME OR UNDER MY SUPERVISION AND TO THE BEST OF MY KNOWLEDGE COMPLY WITH ALL APPLICABLE CODES, INCLUDING PUBLIC LAW 101-336 'AMERICANS WITH DISABILITIES ACT OF 1990' AND MEET ALL OF THE REQUIREMENTS SET FORTH IN THE FEDERAL REGISTER PART III DEPARTMENT OF JUSTICE, ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES AND THE ILLINOIS ACCESSIBILITY CODE. GLASS-MAT A 1 102A 101 A 95 90 1 A1.1 1 A1.1 1 DOOR TAG COLUMN LINE TOILET ACCESSORY ELEVATION CALLOUT SECTION OR DETAIL CALLOUT ABANDONED OR EXISTING CONTOUR TO REMAIN NEW CONTOUR REVISION MATCH LINE DATUM LINE CENTER LINE ROOM TAG FLOOR LINE WALL TYPE CL DRAWING NUMBER SHEET WHERE DRAWING APPEARS DRAWING NUMBER SHEET WHERE DRAWING APPEARS DETAIL CALLOUT ROOM NAME --- --- ARCHITECTS WILLIAMS ARCHITECTS 500 PARK BLVD, SUITE 800 (630) 221-1212 ITASCA, IL 60143 FAX: (630) 221-1220 OWNER'S CONSULTANTS COPYRIGHT © 2018 williams/associates/architects, ltd.DateDrawnCheckedWA No.ARCHITECTURE I PLANNING I AQUATICS I INTERIORSWILLIAMSPhone 630-221-1212 / Fax 630-221-1220500 Park Boulevard, Suite 800, Itasca, IL 60143ARCHITECTS8/7/2018 4:47:37 PMG1.1 TITLE SHEETOAK BROOK GOLF CLUBPATIO RENOVATION2606 YORK RDOAK BROOK, IL 60523TGLBE2018-0278/09/2018G1.1 TITLE SHEET D1.1 DEMOLITION PLAN AND NEW CONSTRUCTION DETAILS A1.1 PLANS & DETAILS M1.1 PLANS & DETAILS E1.1 ELECTRICAL LOWER LEVEL FLOOR PLAN E1.2 ELECTRICAL PATIO FLOOR & PERGOLA ROOF PLANS REVISIONSNO.DATEDESCRIPTION8/6/18 G1.1, D1.1, A1.1 11/30/18 4/30/19 APPLICABLE CODES: BUILDING 2015 INTERNATIONAL BUILDING CODE MECHANICAL 2015 INTERNATIONAL MECHANICAL CODE PLUMBING CODE ILLINOIS PLUMBING CODE ELECTRICAL CODE 2014 NATIONAL ELECTRIC CODE FIRE PROTECTION CODE 2015 INTERNATIONAL FIRE CODE 2014 NFPA LIFE SAFETY CODE ENERGY CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE ACCESSIBILITY STANDARDS ILLINOIS ACCESIBILITY CODE 71 III ADM CODE UNITED STATES OFFICE OF ATTORNEY GENERAL ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES AMERICANS WITH DISABILITIES ACT APPLICABLE CODES NORTH UP EXISTING BUILDING TO REMAIN. (INTERIOR WORK NIC) EXISTING SLOPED DRIVEWAY TO GOLF CART STORAGE BELOW DN EXISTING STAIR EXISTING CIP CONCRETE WALL TO REMAIN EXISTING STEEL HANDRAIL TO REMAIN. EXISTING AREAWAY. REMOVE HANDRAIL. EXISTING PATIO TO REMAIN. COMPOSITE DECK ON STEEL FRAME. PREP PATIO AREA FOR NEW WORK. EXISTING LAWN AREA. EXISTING ASPHALT GOLF CART PATH EXISTING COLUMN TO REMAIN. TYP OF 6. EXISTING ROOF ABOVE TO REMAIN. EXISTING CONCRETE PATIO SLAB TO REMAIN. SAW CUT AND REMOVE PORTION OF CART PATH AS REQUIRED FOR NEW FOUNDATION WORK. COMPOSITE CONCRETE. EXISTING DECK TO REMAIN. TO BE GROUND/ SHOT BLASTED AS REQUIRED TO RECIEVE SURFACE COATING. EXISTING DOWNSPOUT TO REMAIN. REMOVE EXISTING DRAIN TILE AND IRRIGATION. COORDINATE EXTENT W/ OWNER. 1. CALL JULIE, INC. (Joint Utility Locating Information for Excavators) BEFORE YOU DIG BY DIALING 811. 2. THE EXISTING CONDITIONS SHOWN ON THE SITE PLAN ARE BASED ON OWNER PROVIDED INFORMATION AND INDICATED TO THE BEST KNOWLEDGE OF THE ARCHITECT. HOWEVER, THIS INFORMATION WAS NOT PREPARED BY THE ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING CONDITIONS DATA PROVIDED. 3. ALL CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS. 4. NOTIFY THE OWNER IMMEDIATELY OF ANY UNFORESEEN EXISTING CONDITIONS DISCOVERED PRIOR TO BID OR, IF DISCOVERED DURING CONSTRUCTION, BEFORE PROCEEDING WITH THE WORK. CONTRACTOR TO FIELD VERIFY SITE CONDITIONS, EXISTING ON-SITE UTILITIES, AND INFORMATION ON DRAWINGS. PROMPTLY REPORT ANY CONCEALED CONDITIONS, MISTAKES, DISCREPANCIES OR DEVIATIONS FROM THE INFORMATION SHOWN IN THE CONTRACT DOCUMENTS. THE OWNER IS NOT RESPONSIBLE FOR UNAUTHORIZED CHANGES OR EXTRA WORK REQUIRED TO CORRECT UNREPORTED DISCREPANCIES. 5. VERIFY FOR ANY SITE / UTILITY / PARK SITE DEMOLITION REQUIREMENTS NOT NECESSARILY INDICATED ON THIS SHEET. 6. NOT USED 7. THE EXTENT OF SITE DEMOLITION WORK IS AS SHOWN ON THESE DOCUMENTS AND AS SPECIFIED HEREIN. FURNISH ALL LABOR AND MATERIALS, EQUIPMENT, AND SERVICES NECESSARY TO COMPLETE THE WORK. 8. DEMOLITION INCLUDES, BUT IS NOT LIMITED TO, REMOVAL AND DISPOSAL OFFSITE OF THE FOLLOWING ITEMS: CONCRETE PAVEMENT, CURBS AND FOUNDATIONS, SAFETY SURFACE, BENCHES AND OTHER MISCELLANEOUS ITEMS WITHIN THE EXISTING AREA DESIGNATED FOR DEMOLITION. ALL PAVEMENT TO BE REMOVED ADJACENT TO PAVEMENT THAT IS TO REMAIN SHALL BE SAWCUT FULL DEPTH AT THE EDGES PRIOR TO REMOVAL TO OBTAIN A "CLEAN' JOINT WHERE IT ABUTS OR PAVEMENT. 9. ALL PUBLIC STREETS, SIDEWALKS, AND RIGHT-OF-WAYS DAMAGED, DISTURBED, OR DIRTIED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED, REPAIRED, OR CLEANED TO MATCH EXISTING IN ACCORDANCE WITH STATE, COUNTY, AND / OR LOCAL REQUIREMENTS. CLEAN STREETS AND SIDEWALKS AT THE END OF EACH WORK DAY (OR MORE OFTEN AS NECESSARY) OF ANY MUD AND / OR DEBRIS LEFT BY CONSTRUCTION ACTIVITIES. EXISTING MATERIALS TO REMAIN AROUND THE CONSTRUCTION AREA SHALL NOT BE DAMAGED DURING CONSTRUCTION. CONTRACTOR SHALL REFRAIN FROM DRIVING ON THE INTERNAL PATHS. IF ANY DAMAGE IS MADE, CONTRACTOR IS RESPONSIBLE TO REPAIR OR RESTORE TO THE ORIGINAL CONDITION AT CONTRACTOR'S OWN EXPENSE. 10. THE CONTRACTOR(S) ASSUMES SOLE RESPONSIBILITY FOR THE CONSTRUCTION SCHEDULE, MEANS, METHODS, TECHNIQUES, OR SAFETY. 11. VERIFY WITH OWNER ANY ITEMS TO BE SALVAGED AND HANDED OVER TO THEM PRIOR TO ANY DEMOLITION. 12. LIMITS OF DEMOLITION SHOULD BE VERIFIED IN FIELD. THE CONTRACTOR SHALL REMOVE AND REPLACE ITEMS AS INDICATED AND AS NEEDED. MBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION 13. THE CONTRACTOR SHALL REMOVE ALL RUBBLE, TRASH, DEBRIS, AND ANY OTHER MISCELLANEOUS ITEMS FROM THE SITE. 14. "REMOVAL" MEANS REMOVAL OF ITEM ABOVE GRADE AND REMOVAL OF ALL ELEMENTS BELOW GRADE INCLUDING, BUT NOT LIMITED TO, FOOTINGS, WIRINGS, AND PIPING THAT ARE IMMEDIATELY ADJACENT TO THE ITEM BEING REMOVED. AREA OF WORK 1'-0 1/2"2"2" 2"2"1'-0"2"2"2"1'-4 3/4"2"COPING ABOVE. STONE . CONTINUOUS DRIP EDGE ALL SIDES. MASONRY VENEER. STONE. 2" TYP. CMU. 8". GROUT SOLID. B COLUMN BY PERGOLA MFR. COLUMN BASE PLATE. ALUM. BY PERGOLA MFR. COLUMN BASE BY PERGOLA MFR. THREADED ROD BY PERGOLA MFR CEMENTITIOUS STAMPABLE OVERLAY EXISTING COMPOSITE DECK STEEL PLATE. HOT DIPPED GALVANIZED. 12"X12"X1/2" FOUNDATION WALL. CONCRETE. B/ FOOTING MIN 3'-6" BELOW GRADE T/ FOUNDATION WALL REINFORCING BARS. SEE SECTION DETAILS FOOTING. CONCRETE.TFTF 3XTF ld ld 1 DIAGONAL BARS TO MATCH WALL BARS NOTE: STEP FOOTINGS AND FOUNDATION WALLS AS NECESSARY TO MAINTAIN MIN 3'-6" DEPTH FROM GRADE TO BOTTOM OF FOOTINGS. VERIFY GRADES IN FIELD. COPYRIGHT © 2018 williams/associates/architects, ltd.DateDrawnCheckedWA No.ARCHITECTURE I PLANNING I AQUATICS I INTERIORSWILLIAMSPhone 630-221-1212 / Fax 630-221-1220500 Park Boulevard, Suite 800, Itasca, IL 60143ARCHITECTS8/7/2018 4:47:28 PMD1.1 DEMOLITION PLAN AND NEW CONSTRUCTION DETAILSOAK BROOK GOLF CLUBPATIO RENOVATION2606 YORK RDOAK BROOK, IL 60523TGLBE/JCS/MHH2018-0278/09/2018SCALE: 1/8" = 1'-0"4DEMOLITION PLAN REVISIONSNO.DATEDESCRIPTIONSCALE: 1/8" = 1'-0"1DEMOLITION NOTES GRAPHIC NORTH AREA OF WORK DETAIL/SCALE: 1" = 1'-0"17CORNER PIER PLAN DETAIL/SCALE: 1 1/2" = 1'-0"13PERGOLA COLUMN AT COMPOSITE DECK DETAIL/SCALE: 1/2" = 1'-0"14FOUNDATION STEP DETAIL 1 3 A B C 2 EDGE OF PAVEMENT STEP NEW STONE WALL SO T/ WALL IS MIN 42" ABOVE EXISTING PATIO PVMT. EXISTING COLUMNS CAST STONE CAP.CAST STONE CAP. 16 A1.1 13 A1.1 20 A1.1 EXISTING BUILDING TO REMAIN. (INTERIOR WORK NIC) 1 2 3 3NEW PVMTEXISTING PVMT4 5 6 7 14'-0"14'-0"3'-7 1/2"14'-0"14'-0"13'-7 1/2"9'-0"R 45' -3 1/4" 6'-9 3/4" WORKING POINT FOR NEW RADIUSED STONE SEAT WALL EXISTING SLOPED DRIVEWAY TO GOLF CART STORAGE BELOW EXISTING CIP CONCRETE WALL TO REMAIN EXISTING STEEL HANDRAIL TO REMAIN. EXISTING AREAWAY. EXISTING STAIR TO REMAIN VIF32'-0 1/2"11'-8 3/4"15 A1.1 8 8 8 8 ALIGN NEW WALL W/ CL OF EXSTING COLUMN TRANSITION BTWN CONCRETE AND ASPHALT. DN 1 RISER @ MAX 7"13 A1.1 SIM 9 9 DN 2 RISER @ MAX 7" TRANSITION BTWN CONCRETE AND ASPHALT. 10 10 8'-5"7'-6"17'-6 1/4"7'-6"2'-8 1/4"9'-1 1/2" SWITCHING FOR NEW EXTERIOR LIGHT FIXTURES AND FANS. COORDINATE EXACT LOCATION W/ OWNER. 15 A1.1 SIM 15 A1.1 SIM 9'- 7 1 / 2 " FIN FLOOR EL = 100'-0" 13 D1.1 D1.1 17 11 1 NEW PERGOLA. SEE ENLARGED PLAN. 2 NEW PERGOLA COLUMN. TYP OF 9. 3 NEW FIREPIT. PROVIDE GAS LINE FROM BELOW CART STORAGE. 4 EXISTING PAVEMENT. COMPOSITE CONCRETE DECK ON STEEL FRAME. PROVIDE NEW CEMENTITIOUS STAMPABLE OVERLAY 5 JOINT IN EXISTING PAVEMENT, TYP. AT NEW PAVEMENT, PROVIDE JOINTS AT SAME SPACING. ALIGN NEW W/ EXISTING. 6 NEW SLAB ON GRADE. 5" THICK CONCRETE W/ WELDED WIRE MESH REINFORCEMENT. PROVIDE 4" CA-6 BASE COURSE OVER COMPACTED SUBGRADE. PROVIDE JOINTS TO ALIGN WITH SPACING OF EXISTING SLAB. PROVIDE CEMENTITIOUS STAMPABLE OVERLAY 7 EXISTING ASPHALT CART PATH TO BE REPAVED BY OTHERS. 8 SCUPPER @ BASE OF MASONRY WALL TO ALLOW FOR PATIO DRAINAGE. 9 HANDRAIL. BOTH SIDES OF STAIR. STAINLESS STEEL. BRUSHED FINISH. 10 CORNER PIERS. 3'-6" HEIGHT. PROVDIE STONE CAP W/ 2" OVERHANG & CONTINUOUS DRIP EDGE. ELECTRICAL DUPLEX RECEPTACLE. GFI. 15" AFF. SURFACE MOUNT. ALL CONDUITS TO BE CONCEALED WITHIN PERGOLA FRAMING. COORDINATE W/ PERGOLA MFR AND INSTALLER. WALL SCONCE. MOUNT TO FACE OF NEW PERGOLA COLUMNS. ALL CONDUITS TO BE CONCEALED WITHIN PERGOLA FRAMING. COORDINATE SWITCHING W/ OWNER. STEP LIGHT. SEE E SERIES. ROPE LIGHT. SEE E SERIES. 11 SEE DETAIL 18/A1.1 FOR COLUMN CONNECTION DETAIL. TYPICAL. GRANULAR FILL REINFORCING. EPOXY COATED. PITCH PITCH 5'-3"3'-0"3'-0"2 1/2"3'-3 1/2"MIN FOOTING DEPTH BELOW GRADE3'-6"2"2" NEW CONC. SLAB ON GRADE. 5". MATCH SLOPE OF ADJACENT EXISTING. ASPHALT CART PATH TO BE REPAVED BY OTHERS. NIC. COORDINATE NEW CONCRETE SLAB TO MATCH PITCH AND ELEVATION OF ASHPALT. MAINTAIN MIN 3'-6" DEPTH OF NEW WALL FOOTINGS. COPING. STONE. DRIP EDGE BOTH SIDES MASONRY VENEER. STONE. CEMENTITIOUS STAMPABLE OVERLAY HANDRAIL. STAINLESS STEEL. BRUSHED FINISH. PROVIDE TOP AND BOTTOM EXTENSIONS PER CODE. WALL FOOTING BEYOND. CONC. 7" MAX RISER HEIGHT. ALL RISERS TO BE EQUAL HEIGHT. COORDINATE W/ ADJACENT GRADES AND SLAB ELEVATIONS. 2'-0" 1'-11"1'-0"2"#3 NOSING BAR, TYP. #4 BAR @ 12" OC (4) #5 BARS 30" MIN STEP LIGHT. SEE E SERIES. FOOTING. CONC. 12" X 24" (2) # 5 BARS TOP AND BOTTOM PITCH 2'-0"1'-0"3'-6" MIN2 1/2"1'-4"COPING. STONE. DRIP EDGE BOTH SIDES DOWEL. STAINLESS STEEL. 16" OC MAX. MASONRY VENEER. STONE. 2", TYP CMU. 8". GROUT SOLID NEW CONC. SLAB ON GRADE. 5". MATCH SLOPE OF ADJACENT EXISTING. 2" ASPHALT PATH TO BE REPAVED BY OWNER. N.I.C.4"SCUPPER BEYOND. PITCH WELDED WIRE FABRIC. #5 BARS @ 16" OC. EXTEND 12" ABOVE SLAB. 1'-0"FOUNDATION WALL. CONC. GRANULAR FILL. CEMENTITIOUS STAMPABLE OVERLAY #5 BAR CONTINUOUS ROPE LIGHT. SEE E SERIES. 1 3 A B C 2 1'-6"14'-0"14'-0"1'-6" 20 A1.1 5"14'-0"14'-0"1'-0" TYPTYP 2'-0" PERGOLA COLUMN. TYP OF 9. NOTE: THE PERGOLA AND ALL NECESSARY ASSEMBLY COMPONENTS ARE TO BE PROVIDED BY A SINGLE MANUFACTURER. REFER TO SPECIFICATIONS PERGOLA BEAM. TYP GRIDLINES 1, 2, & 3 PERGOLA RAFTER. 1'-0" O.C. TYP. PERGOLA STRINGER. 2'-0" OC, TYP. CEILING FAN. TYP OF 4. CENTER IN BAY. PROVIDE FAN BOX BY PERGOLA MFR. ALL ELECTRICAL CONTUITS TO BE CONCEALED WITHIN PERGOLA COMPONENTS. 1'-6" TYP RAFTER OVERHANG 5"TYP BEAM & STRINGER OVERHANG9 A1.1 PHOTOCELL. SEE E SERIES A #4 DOWELS. EPOXY COATED. 24" OC. DRILL AND EPOXY GROUT INTO EXIST SLAB. 6" MIN EMBED. EXISTING FOUNDATION WALL COLUMN BASE. SQUARE CLASSIC TRIM EXISTING COMPOSITE DECK COMPACTED GRANULAR FILL NOTE: SLAB SLOPE IS NOT SHOWN FOR GRAPHIC CLARITY. NEW CONCRETE SLAB IS TO MATCH PITCH OF EXISTING COMPOSITE DECK. COORDINATE COLUMN FABRICATION TO ENSURE BEAMS AND RAFTERS ARE LEVEL. 6'-0"1 1/2"7 1/4"9 1/2"8'-0"1'-3"PERGOLA STRINGER. PERGOLA RAFTER. PERGOLA BEAM. 5"ALIGNCOLUMN CAPITAL. SQUARE CLASSIC TRIM PERGOLA COLUMN. 10" LIGHT FIXTURE. ALL CONDUIT TO BE CONCEALED WITHIN PERGOLA FRAMING. DUPLEX OUTLET NEW CONC. SLAB ON GRADE. 5". MATCH SLOPE OF ADJACENT EXISTING. WELDED WIRE FABRIC. CEMENTITIOUS STAMPABLE OVERLAY CONTINUOUS COLD FLUID APPLIED MEMBRANE TO COVER EXISTING COLD JOINT IN CONCRETE WALL. EXISTING GOLF CART STORAGE GARAGE3'-6" MINCOPING. STONE. DRIP EDGE BOTH SIDES DOWEL. STAINLESS STEEL. 16" OC MAX. MASONRY VENEER. STONE. 2", TYP CMU. 8". GROUT SOLID #5 BAR. 16" OC. DRILL & EPOXY GROUT MIN 6" INTO EXISTING CONC. EXTEND 24" ABOVE SLAB. EXISTING STRUCTURE. VIF. VERIFY SLOPE OF EXISTING SLAB IN FIELD. ADJUST WALL HEIGHT AS NECESSARY TO MAINTAIN MIN 3'-6" HEIGHT. COORDINATE W/ NEW CEMENTITIOUS STAMPABLE OVERLAY2 1/2"2" CEMENTITIOUS STAMPABLE OVERLAY 1/2"1/2"2"3/4" V DRIP. BOTH SIDES. ALL HORIZONTAL JOINTS TO BE SEALENT. 8" BOND BEAM W/ (2) #5 BARS A DRILL AND EPOXY GROUT INTO EXIST SLAB EXISTING FOUNDATION WALL COLUMN BY PERGOLA MFR. EXISTING COMPOSITE DECK COMPACTED GRANULAR FILL NEW CONC. SLAB ON GRADE. 5". MATCH SLOPE OF ADJACENT EXISTING. WELDED WIRE FABRIC. COLUMN BASE PLATE. ALUM. BY PERGOLA MFR. 4"6"MIN 5" COLUMN BASE BY PERGOLA MFR. THREADED ROD BY PERGOLA MFR CONT. SEALANT AND BACKER ROD. CEMENTITIOUS STAMPABLE OVERLAY CONT. DRAIN TILE. CONNECT TO EXISTING CATCH BASIN SYSTEM. CONTINUOUS COLD FLUID APPLIED MEMBRANE TO COVER EXISTING COLD JOINT IN CONCRETE WALL. 1 1'-6" PERGOLA STRINGER. PERGOLA RAFTER W/ DECORATIVE END. PERGOLA BEAM FINISH LEGEND: STONE VENEER: THIN VENEER STONE AS MANUFACTURED BY BUECHEL STONE. ASHLAR SERIES, COLOR TBD. CONCRETE SURFACE COATING: T1000 STAMPABLE CONCRETE OVERLAY AS MANUFACTURED BY BUTTERFIELD COLOR. PATTERN AND COLOR TBD CAST STONE CAP: COLOR AND FINISH TBD PERGOLA: PREMANUFACTURED SYSTEM BY TREX PERGOLA. COLOR TO BE DETERMINED. REFER TO QUOTE #: 20894 FIRE PIT: NATURAL GAS UNIT AS MANUFACTURED BY OW LEE OR APPROVED EQUAL. UNIT TO BE APPROXIMATELY 72" X 42" RATED AT 65,0000 BTUH COPYRIGHT © 2018 williams/associates/architects, ltd.DateDrawnCheckedWA No.ARCHITECTURE I PLANNING I AQUATICS I INTERIORSWILLIAMSPhone 630-221-1212 / Fax 630-221-1220500 Park Boulevard, Suite 800, Itasca, IL 60143ARCHITECTS8/8/2018 4:31:30 PMA1.1 PLANS & DETAILSOAK BROOK GOLF CLUBPATIO RENOVATION2606 YORK RDOAK BROOK, IL 60523TGLJCS2018-0278/09/2018SCALE: 1/8" = 1'-0"4PATIO FLOOR PLAN REVISIONSNO.DATEDESCRIPTIONSCALE: 1/8" = 1'-0"PLAN NOTES DETAIL/SCALE: 3/4" = 1'-0"13STAIR SECTION DETAIL DETAIL/SCALE: 1" = 1'-0"16NEW MASONRY SEAT WALL GRAPHIC NORTH SCALE: 1/4" = 1'-0"2PERGOLA ROOF PLAN DETAIL/SCALE: 1" = 1'-0"20CONC SLAB CONNECTION DETAIL/SCALE: 1" = 1'-0"15NEW WALL @ EXISTING SLAB DETAIL/SCALE: 1 1/2" = 1'-0"18PERGOLA COLUMN @ FOUNDATION DETAIL/SCALE: 1 1/2" = 1'-0"9RAFTER TAIL 10 &23<5,*+7‹ williams/associates/architects, ltd.DateDrawnCheckedWA No.ARCHITECTS8/1/2018 2:57:41 PMOAK BROOK GOLF CLUBPATIO RENOVATION2606 YORK RDOAK BROOK, IL 60523MOVKJS / MOV2018-0278/09/2018REVISIONSNO.DATEDESCRIPTIONGRAPHIC NORTH‹Engineering with Precision, Pace & Passion.2675 Pratum Avenue | Hoffman Estates, IL 60192P: 224.293.6333 | F: 224.293.6444wtengineering.comStructural | Mechanical/Electrical/PlumbingCivil | Land Survey | Telecommunication| AquaticAccessibility Consulting | Design & Program ManagementWT GROUPIL License No: 184.007570-0015 | Exp: 04.30.2019 COPYRIGHT 2018 THE W-T GROUP, LLCEngineering y Design y ConsultingM1.1 PLANS & DETAILS SCALE: 1/8" = 1'-0"4MECHANICAL LOWER LEVEL FLOOR PLANSCALE: NONE 16MECHANICAL NOTES &23<5,*+7‹ williams/associates/architects, ltd.DateDrawnCheckedWA No.ARCHITECTS8/1/2018 2:57:41 PMOAK BROOK GOLF CLUBPATIO RENOVATION2606 YORK RDOAK BROOK, IL 60523MOVKJS / MOV2018-0278/09/2018REVISIONSNO.DATEDESCRIPTIONGRAPHIC NORTH‹Engineering with Precision, Pace & Passion.2675 Pratum Avenue | Hoffman Estates, IL 60192P: 224.293.6333 | F: 224.293.6444wtengineering.comStructural | Mechanical/Electrical/PlumbingCivil | Land Survey | Telecommunication| AquaticAccessibility Consulting | Design & Program ManagementWT GROUPIL License No: 184.007570-0015 | Exp: 04.30.2019 COPYRIGHT 2018 THE W-T GROUP, LLCEngineering y Design y ConsultingE1.1 ELECTRICAL LOWER LEVEL FLOOR PLAN SCALE: 1/8" = 1'-0"4ELECTRICAL LOWER LEVEL FLOOR PLAN DRAWING NOTES 210SYMBOL LIST 1 3 A B C 2 1 3 A B C 2 DESCRIPTION & FEATURES F1 F2 F3 TYPE F4 MOUNTING CLG./POLE-TYPE VOLT AND CATALOG NUMBER SPECIFIED MANUFACTURER QTY. LAMPS TYPE LIGHTING FIXTURE SCHEDULE &23<5,*+7‹ williams/associates/architects, ltd.DateDrawnCheckedWA No.ARCHITECTS8/1/2018 2:57:41 PMOAK BROOK GOLF CLUBPATIO RENOVATION2606 YORK RDOAK BROOK, IL 60523MOVKJS / MOV2018-0278/09/2018REVISIONSNO.DATEDESCRIPTIONGRAPHIC NORTH‹Engineering with Precision, Pace & Passion.2675 Pratum Avenue | Hoffman Estates, IL 60192P: 224.293.6333 | F: 224.293.6444wtengineering.comStructural | Mechanical/Electrical/PlumbingCivil | Land Survey | Telecommunication| AquaticAccessibility Consulting | Design & Program ManagementWT GROUPIL License No: 184.007570-0015 | Exp: 04.30.2019 COPYRIGHT 2018 THE W-T GROUP, LLCEngineering y Design y ConsultingE1.2 ELECTRICAL PATIO FLOOR & PERGOLA ROOF PLANS SCALE: 1/8" = 1'-0"4ELECTRICAL PATIO FLOOR PLAN SCALE: 1/8" = 1'-0"2ELECTRICAL PERGOLA ROOF PLANDRAWING NOTES 10LIGHTING FIXTURE SCHEDULE 14