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HomeMy WebLinkAboutFloor PlansARCHITECTURAL PLAN NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)INDICATES WALL TYPE. REFER TO DRAWING A1.03 FOR WALL THICKNESS,HEIGHT AND COMPOSITION.ARCHITECTURAL PLAN GENERAL NOTESA. ALL CMU WALLS THAT DO NOT LAY OUT IN FULL OR HALF LENGTHS SHOULD BE BALANCED SO AS NOT TO HAVE ANY PIECES LESS THAN 4" IN SIZE EXPOSED TO VIEW.B. WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHALL DO SO UNDER THE CENTERLINE OF THE DOOR, UNLESS NOTED OTHERWISE. C. THE BASE FLOOR ELEVATION INDICATED FOR THE PROJECT IS 100'-0". REFER TO SITE PLAN FOR CORRELATION TO USGS DATUM. D. ALL INTERIOR MASONRY WALLS THAT RUN TO UNDERSIDE OF DECK ABOVE SHALL HAVE A 2" JOINT (U.N.O.) AT THE DECK TO BE FILLED WITH FIRE STOPPING AT RATED WALLS PER PROJECT MANUAL., AND MINERAL WOOL AT THE NON-RATED WALLS, TO ALLOW FOR DEFLECTION.E. FOR TYPICAL COMMON JOINT DETAILS AND CONSTRUCTION MOVEMENT JOINT DETAILS REFER TO DETAILS ON SHEET A1.03. F. ALL DIMENSIONS ON FLOOR PLANS ARE TO FINISH FACE OF CMU, CONCRETE, BRICK OR FINISH FACE OF GWB AT METAL STUD WALLS, UNLESS NOTED OTHERWISE. EXCEPTION: EXTERIOR METAL STUD WALLS ARE TO FACE OF METAL STUDS.G. HINGE SIDE DOOR JAMB AT WALLS WILL TYPICALLY BE LOCATED 4" MINIMUM FROM ADJACENT WALL UNLESS NOTED OTHERWISE. H. ALL EXPOSED CONCRETE MASONRY UNITS (CMU) CORNERS ARE TO BE BULLNOSE, EXCEPT AT WINDOW JAMBS, BULKHEADS, WINDOW AND DOOR HEADS. I. SEE REFLECTED CEILING PLANS FOR BULKHEAD LOCATIONS AND DETAIL REFERENCES. J. REFER TO ROOM FINISH SCHEDULE AND EQUIPMENT PLANS FOR LOCATION AND EXTENT OF FINISH FLOOR MATERIALS. K. PROVIDE WOOD BLOCKING AS REQUIRED. WITHIN METAL STUD WALLS FOR WALL MOUNTED ITEMS.L. REFER TO MASTER / CODE PLANS FOR CODE INFORMATION, FIRE RATED WALLS, AND NON-RATED WALLS EXTENDING TO THE DECK ABOVE. M. R.B.B. -INDICATES RESILIENT BASKETBALL FLOORING. REFER TO PROJECT MANUALN. SF -INDICATES ALUMINUM STOREFRONT SYSTEM. REFER TO A6.01 O. R.A.F. -INDICATES RESILIENT ATHLETIC FLOORING REFER TO PROJECT MANUAL VERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.XW??INDICATES ATHLETIC EQUIPMENT. REFER TO DRAWING A1.02 FOR SCHEDULEPE-?4A5.03A1.03210210510610410310 3/4" ±4"3 1/8"15'-10 1/2"9'-4"27'-1 1/8"15'-0 5/8"22'-4"102B106A105A103A104A104B102AAL5AL6W82W82W82W9W9W13W123 1/8"10'-3 3/4"W12W9W9W82W910A5.01NOTE: T./ CMU 112'-0" (TYP) UNO REFER TO 9-A5.01 SIM1'-0"103B3'-4"14'-8"3'-4"3'-4"12'-0"11'-8"7'-4"12QRW13W11W11W114'-6" 3'-4"4"REFER TO 1-A1.03 FOR CONTINUATION ALONG WITH ADDITIONAL NOTES AND DIMENSIONS (UNO)REFER TO SHEET A1.01 FOR CONTINUATION ALONG WITH ADDITIONAL NOTES AND DIMENSIONS (UNO)REFER TO SHEET A1.01 FOR CONTINUATION ALONG WITH ADDITIONAL NOTES AND DIMENSIONS (UNO)2A5.03200DNOPEN TO BELOWA10.01271'-6 3/8"CMU (BELOW)4"FACE OFFINISH FLOOR EL 110'-8"9A5.01W13FACE OF CMU (BELOW)W13W139A5.01SIM10A5.01HAUNCHHAUNCHHAUNCH1MN230PSIMCOL GRID22'-4"FACE OF STUD / GIRTCMU (BELOW)2'-6 3/8"FACE OF13A5.011T./ METAL WALL PANEL "B"EL 116'-8" (UNO)FACE OF STUD / GIRT / COL GRID REFER TO FLOOR PLANEAVE (W.P.)EL 123'-0"WATERTIGHT EAVE DETAILING BY METAL BUILDING MFGR.W.P. = INTERSECTION OF GRID LINE AND B./ ROOF FRAMING (UNO)1 1/212W.P.13.506TYP13.50113.510BTYP13.510A7.82513.50913.50113.50510 3/4" ±FOR CONTINUATION ALONG WITH ADDITIONAL NOTES AND DIMENSIONS REFER TO 4-A5.03 (UNO)B./ SOFFITEL 111'-4"T./ PANEL2'-8"2"8"1'-6"NORTHEAST -VARIES 1'-6" MIN 5'-0" MAX REFER TO ROOF PLANINFILL TO ACCOMMODATE COLD FORMED FRAMING @ OVERHANG5.3015.301"J" CLOSURE BASE TRIM WITH WEEPS AND FASTENERS BY METAL PANEL MFGR.METAL FLASHING -EXTEND VERTICAL LEG BEHIND METAL WALL PANEL (2" MIN) AND ANCHOR. 6.11713.5137.00713.5126.1175.3011"METAL DRIP EDGE (CONT)METAL BUILDING STANDING SEAM METAL ROOF PANELS6.1175.301PLANNORTHNWSECOPYRIGHT 2020 BY FANNING/HOWEY ASSOC, INC.WWW.FHAI.COMARCHITECTCONSULTANT6/25/2020 4:43:08 PM\\data1\citrixprofiles$\amiller\My Documents\218052.00_ARCH_amiller.rvtPROJECT NUMBER: 218052.00INDOORFACILITY ATBADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANASECOND FLOOR PLAN / ENLARGEDPLAN / DETAILSA1.02PROJECT ISSUE DATE: JUNE 8, 2020CONSTRUCTION DOCUMENTSDRAWN BY: MDM AMPROJECT MANAGER: AMATHLETIC EQUIPMENT SCHEDULEPE-1 CEILING SUSPENDED SIDE FOLDINGBASKETBALL SYSTEM - REFER TOPROJECT MANUAL. STATIC LOAD IS 7,604LBS - PROVIDE 3 BEAMS FORATTACHMENTPE-2 CEILING SUSPENDED VOLLEYBALLSYSTEM - REFER TO PROJECT MANUAL.STATIC LOAD IS 3302 LBS - PROVIDE 6BEAMS FOR ATTACHMENTPE-4 380'Wx39'H - CEILING SUSPENDEDMOTORIZED LIFT FOLD-UP DIVIDERCURTAIN (3 SECTIONS) - REFER TOPROJECT MANUAL. STATIC LOAD IS 18LBS PER LF - PROVIDE BEAM IN LINE WITHCURTAINPE-5 119'-6"W - CEILING SUSPENDEDMOTORIZED LIFT RIDGE FOLD DIVIDERCURTAIN - REFER TO PROJECT MANUAL.STATIC LOAD IS 18 LBS PER LF - PROVIDEBEAM IN LINE WITH CURTAINPE-6 31'Wx8'H - WALK/DRAW DIVIDER NETSYSTEM - REFER TO PROJECT MANUALPE-7 150'Wx30'H - CEILING SUSPENDED FIXEDBALL BARRIER NETTING SYSTEM - REFERTO PROJECT MANUAL. STATIC LOAD IS 18LBS PER LF - PROVIDE BEAM IN LINE WITHCURTAINPE-8 NOT USEDPE-9 CEILING SUSPENDED BATTING CAGESUSPENDED 15'AFF - REFER TO PROJECTMANUAL. STATIC LOAD IS 2200 LBS -PROVIDE BEAMS TO MATCH PERIMETERPE-10 6'Hx2"D "I" BEAM SAFETY WALL PAD.ARCHITECT TO SELECT FROMMANUFACTURER'S FULL RANGE OFSTANDARD AND DESIGNER COLORS.PE-11 SOCCER GOAL - REFER TO PROJECTMANUALPE-12 COLUMN ENCLOSURE PADS. 6'H X2"DPADDING WITH BONDED FOAM FILLER.ARCHITECT TO SELECT FROMMANUFACTURER'S FULL RANGE OFSTANDARD AND DESIGNER COLORS.PE-13 2"W x 6'H x 2"D WAINSCOT PADDINGw/BONDED FOAM FILLER. WALLATTACHMENT Z-CLIP ALUMINUMCHANNELS. PROVIDE MOLDED UNITS ASREQUIRED TO ACCOMMODATEELECTRICAL DEVICES. PROVIDE PADDEDCAP FOR ALL COLUMN ENCLOSURESWHERE A OPEN GAP IS ON THE TOP OFTHE UNIT.ARCHITECT TO SELECT FROMMANUFACTURER'S FULL RANGE OFSTANDARD AND DESIGNER COLORS.NOTE: LOADS ARE APPROXIMATE AND BASE ON THE EQUIPMENT ONLY AND NOT DYNAMIC FORCES OR LOADS AT INDIVIDUAL CONNECTION POINTS. ACTUAL LOADING INFORMATION SHOULD BE COORDINATED BETWEEN EQUIPMENT SUPPLIER AND PEMB SUPPLIER1 SYNTHETIC GRASS PLAYING SURFACE SYSTEM(SGS) WITH RUBBER / SAND MIX OVER 7" MINFREE DRAINING AGGREGATE. REFER TO FLOORPLAN FOR EXTENTS AND 12-A5.012 STEEL PIPE BOLLARD (EXTERIOR) - REFER TO7-A5.01 AND 6-A6.02 (TYP)3 STRUCTURAL STEEL FRAMING (PAINT). REFER TOSTRUCTURAL DRAWINGS (TYP)4 PREFORMED JOINT SEAL (CONT) 1" VERTICALJOINT @ SFCMU5 EXPANSION JOINT (1") BY METAL BUILDING MFGR.6 T./ CMU 112'-0" (TYP) UNO. REFER TO 9-A5.01 SIM7 STEEL PIPE BOLLARD (INTERIOR) - REFER TO11-A5.01SCALE: 1/8" = 1'-0"ENLARGED PLAN1SCALE: 1/16" = 1'-0"SECOND FLOOR ARCHITECTURAL PLANWILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE1 ADD #1 6/25/20SCALE: 3/4" = 1'-0"WALL SECTION21NO.DESCRIPTION5.301 3 5/8" COLD-FORMED METAL FRAMING @ 16"O.C.6.117 3/4" EXTERIOR GRADE PLYWOOD7.007 SEALANT (CONT)7.825 FORMED METAL GUTTER (8x8 UNO)13.501 FACED METAL BUILDING INSULATION - ROOF (R.19) WALL (R. 13)13.505 METAL BUILDING PURLIN13.506 METAL BUILDING GIRT (9 1/2")13.509 STANDING SEAM METAL ROOFING SYSTEM ONPURLINS OVER STEEL TRUSSES13.510 METAL WALL PANEL - TYPE AS INDICATED13.512 SMOOTH FACED CONCEALED FASTENER,LAP-SEAM METAL WALL PANEL13.513 METAL SOFFIT PANELS (SOLID)1 ARCHITECTURAL PLAN NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)INDICATES WALL TYPE. REFER TO DRAWING A1.03 FOR WALL THICKNESS,HEIGHT AND COMPOSITION.ARCHITECTURAL PLAN GENERAL NOTESA. ALL CMU WALLS THAT DO NOT LAY OUT IN FULL OR HALF LENGTHS SHOULD BE BALANCED SO AS NOT TO HAVE ANY PIECES LESS THAN 4" IN SIZE EXPOSED TO VIEW.B. WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHALL DO SO UNDER THE CENTERLINE OF THE DOOR, UNLESS NOTED OTHERWISE. C. THE BASE FLOOR ELEVATION INDICATED FOR THE PROJECT IS 100'-0". REFER TO SITE PLAN FOR CORRELATION TO USGS DATUM. D. ALL INTERIOR MASONRY WALLS THAT RUN TO UNDERSIDE OF DECK ABOVE SHALL HAVE A 2" JOINT (U.N.O.) AT THE DECK TO BE FILLED WITH FIRE STOPPING AT RATED WALLS PER PROJECT MANUAL., AND MINERAL WOOL AT THE NON-RATED WALLS, TO ALLOW FOR DEFLECTION.E. FOR TYPICAL COMMON JOINT DETAILS AND CONSTRUCTION MOVEMENT JOINT DETAILS REFER TO DETAILS ON SHEET A1.03. F. ALL DIMENSIONS ON FLOOR PLANS ARE TO FINISH FACE OF CMU, CONCRETE, BRICK OR FINISH FACE OF GWB AT METAL STUD WALLS, UNLESS NOTED OTHERWISE. EXCEPTION: EXTERIOR METAL STUD WALLS ARE TO FACE OF METAL STUDS.G. HINGE SIDE DOOR JAMB AT WALLS WILL TYPICALLY BE LOCATED 4" MINIMUM FROM ADJACENT WALL UNLESS NOTED OTHERWISE. H. ALL EXPOSED CONCRETE MASONRY UNITS (CMU) CORNERS ARE TO BE BULLNOSE, EXCEPT AT WINDOW JAMBS, BULKHEADS, WINDOW AND DOOR HEADS. I. SEE REFLECTED CEILING PLANS FOR BULKHEAD LOCATIONS AND DETAIL REFERENCES. J. REFER TO ROOM FINISH SCHEDULE AND EQUIPMENT PLANS FOR LOCATION AND EXTENT OF FINISH FLOOR MATERIALS. K. PROVIDE WOOD BLOCKING AS REQUIRED. WITHIN METAL STUD WALLS FOR WALL MOUNTED ITEMS.L. REFER TO MASTER/CODE PLANS FOR CODE INFORMATION, FIRE RATED WALLS, AND NON-RATED WALLS EXTENDING TO THE DECK ABOVE. VERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.XW??INDICATES ATHLETIC EQUIPMENT. REFER TO DRAWING A1.02 FOR SCHEDULEPE-?1A4.013A4.011171211161001BCDEFGHIJKLMN2345678910111213141527'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 24'-0" 27'-0" 24'-0" 24'-0" 24'-0"OA1111101201081151181011031021041221231051241091192A4.01A1.021A1.022124B100C100B100A100D100E100FA10.0198'-8"8'-8"6'-4" 12'-0" 4'-0" 3'-8" 50'-0"46'-0"26'-0"46'-0"94'-8"53'-4"2'-6" 19'-0" 2'-6" 6'-4" 3'-4" 4'-8" 3'-4"107109B109A2'-0"2'-0"12'-4"84'-0"16'-0"84'-0"16'-0"84'-0"16'-0"84'-0"12'-2"4'-6" 6'-0" 2'-0" 10'-0"225'-0"10'-0" 2'-0" 6'-0" 4'-6"3'-4 1/2" 7'-0" 50'-0" 7'-0" 4'-7 1/2"6'-4" 6'-0" 2'-0" 10'-0"360'-0"10'-0" 2'-0" 6'-0"1131141063'-4" 3'-4" 4'-8" 3'-4"6'-4" 3'-4" 4'-8" 3'-4"SF6SF6SF6SF6SF6SF6124A1128'-8"8'-8"8'-8"8'-8"31'-6"31'-5"31'-5"31'-5"31'-5"31'-5"31'-5"31'-5"31'-5"31'-5"31'-5"31'-5"31'-5"31'-6"W82W82W82W82PE-2PE-1PE-1PE-1PE-1PE-1PE-1PE-1PE-1PE-1PE-1PE-1PE-1PE-2PE-1PE-1PE-1PE-1PE-1PE-1PE-2PE-1PE-2PE-1PE-1PE-1PE-1PE-1PE-3PE-3PE-3PE-6PE-6PE-6PE-6PE-6PE-6PE-6PE-6PE-6PE-6PE-6PE-6PE-6PE-7PE-4PE-5PE-511.70011.70011.70011.70026'-0"8'-0"24'-11"178'-0"10'-6"178'-0"8'-0"8'-0"8'-0"4A5.035A5.02PE-1PE-10PE-10PE-10PE-10PE-10PE-10PE-10PE-10PE-10PE-10PE-10PE-10PE-10PE-10PE-10PE-10PE-10PE-10PE-10PE-10PE-10PE-10PE-10PE-10PE-10PE-105.0035.0035.0035.0035.0035.00332.00432.00432.00432.004PE-7PE-11PE-11COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANT9/9/2019 4:35:44 PMC:\Users\amiller\Documents\218052.00_ARCH_amiller@fhai.com.rvtPROJECT NUMBER: 218052.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAFIRST FLOOR ARCHITECTURALPLANA1.01PROJECT ISSUE DATE: JULY 16, 2019DRAWN BY: DBRNO.DESCRIPTION5.003 HEAVY DUTY STEEL GRATING AND ANGLEFRAME HVAC GRILLE - REFER TO DETAIL12-A6.0111.700 INTERIOR SCOREBOARD32.004 SYNTHETIC GRASS PLAYING SURFACE SYSTEMWITH RUBER/SAND MIX OVER 6" MIN. FREEDRAINING AGGREGATE. REFER TO DETAIL8-A1.03ROOM LEGEND - FIRST FLOORROOMNO.OWNERROOM NO.ROOM NAMEAREA(SF)100 FIELD HOUSE 139867 SF101 CORRIDOR 165 SF102 WOMENS RESTROOM 122 SF103 MENS RESTROOM 122 SF104 TRAINING ROOM 289 SF105 STAIR 83 SF106 STORAGE 75 SF107 ELECTRICAL 221 SF108 MECHANICAL 341 SF109 SHELL SPACE 2903 SF110 MENS 300 SF111 WOMENS 300 SF112 FAMILY RESTROOM 64 SF113 STORAGE 226 SF114 OFFICE / TICKET 309 SF115 LOBBY 796 SF116 VESTIBULE 242 SF117 OFFICE 175 SF118 STAIR 226 SF119 ELEVATOR 58 SF120 STORAGE 117 SF121 TEAM / MEET 701 SF122 STORAGE 1482 SF123 STAIR 82 SF124 RECEIVING 612 SFSCALE: 1/16" = 1'-0"1 - FIRST FLOOR - ARCHITECTURAL PLANWILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE ARCHITECTURAL PLAN NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)INDICATES WALL TYPE. REFER TO DRAWING A1.03 FOR WALL THICKNESS,HEIGHT AND COMPOSITION.ARCHITECTURAL PLAN GENERAL NOTESA. ALL CMU WALLS THAT DO NOT LAY OUT IN FULL OR HALF LENGTHS SHOULD BE BALANCED SO AS NOT TO HAVE ANY PIECES LESS THAN 4" IN SIZE EXPOSED TO VIEW.B. WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHALL DO SO UNDER THE CENTERLINE OF THE DOOR, UNLESS NOTED OTHERWISE. C. THE BASE FLOOR ELEVATION INDICATED FOR THE PROJECT IS 100'-0". REFER TO SITE PLAN FOR CORRELATION TO USGS DATUM. D. ALL INTERIOR MASONRY WALLS THAT RUN TO UNDERSIDE OF DECK ABOVE SHALL HAVE A 2" JOINT (U.N.O.) AT THE DECK TO BE FILLED WITH FIRE STOPPING AT RATED WALLS PER PROJECT MANUAL., AND MINERAL WOOL AT THE NON-RATED WALLS, TO ALLOW FOR DEFLECTION.E. FOR TYPICAL COMMON JOINT DETAILS AND CONSTRUCTION MOVEMENT JOINT DETAILS REFER TO DETAILS ON SHEET A1.03. F. ALL DIMENSIONS ON FLOOR PLANS ARE TO FINISH FACE OF CMU, CONCRETE, BRICK OR FINISH FACE OF GWB AT METAL STUD WALLS, UNLESS NOTED OTHERWISE. EXCEPTION: EXTERIOR METAL STUD WALLS ARE TO FACE OF METAL STUDS.G. HINGE SIDE DOOR JAMB AT WALLS WILL TYPICALLY BE LOCATED 4" MINIMUM FROM ADJACENT WALL UNLESS NOTED OTHERWISE. H. ALL EXPOSED CONCRETE MASONRY UNITS (CMU) CORNERS ARE TO BE BULLNOSE, EXCEPT AT WINDOW JAMBS, BULKHEADS, WINDOW AND DOOR HEADS. I. SEE REFLECTED CEILING PLANS FOR BULKHEAD LOCATIONS AND DETAIL REFERENCES. J. REFER TO ROOM FINISH SCHEDULE AND EQUIPMENT PLANS FOR LOCATION AND EXTENT OF FINISH FLOOR MATERIALS. K. PROVIDE WOOD BLOCKING AS REQUIRED. WITHIN METAL STUD WALLS FOR WALL MOUNTED ITEMS.L. REFER TO MASTER / CODE PLANS FOR CODE INFORMATION, FIRE RATED WALLS, AND NON-RATED WALLS EXTENDING TO THE DECK ABOVE. M. R.B.B. -INDICATES RESILIENT BASKETBALL FLOORING. REFER TO PROJECT MANUALN. SF -INDICATES ALUMINUM STOREFRONT SYSTEM. REFER TO A6.01 O. R.A.F. -INDICATES RESILIENT ATHLETIC FLOORING REFER TO PROJECT MANUAL VERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.XW??INDICATES ATHLETIC EQUIPMENT. REFER TO DRAWING A1.02 FOR SCHEDULEPE-?A3.01A3.0121A3.014A3.013107C107D107E6'-2"2'-0"10'-0"360'-0"10'-0"2'-0"6'-2"PE-7PE-5PE-58'-0"PE-7PE-11PE-116'-2"2'-0"10'-0"225'-0"10'-0"2'-0"6'-2"COL GRID4'-4"FACE OF STUD/GIRT13'-2"3A5.0211R.A.F.CONCR.B.B.S.G.S.R.A.F.S.G.S.R.A.F.S.G.S.R.A.F.S.G.S.R.A.F.107108113109111107A107B108A113B110A333TYPTYPTYP1111FRAMEDOORFRAMEDOORFRAMEDOOR10210510610138'-6"SCREEN WALL8'-0"38'-6"SCREEN WALLSFCMU2'-0"PE-4SFCMU2'-0"2214'-0"COL GRID14'-10"FACE OF STUD/GIRT1A5.032A5.033A5.03HIGH103104114101A101B101C101DA1.031114C4A5.03112UP5451072'-4"6'-0"13'-0"12'-0"21'-0"3'-4"2'-4"18'-0"10 3/4" ±112A113A114B101E101F1A5.022A5.028A5.018A5.01SIM8'-11 5/8"64'-4"15'-0"64'-4"COL GRID6'-7"FACE OF STUD/GIRT1'-0"4A5.0284'-4"19'-0"84'-4"20'-0"2'-4"18'-0"221'-8 3/4"9A5.019A5.01SIM61'-0"PE-1PE-1PE-1PE-1PE-1PE-1PE-1PE-1PE-1PE-1PE-1PE-1PE-1PE-1PE-1PE-1PE-1PE-166PE-1PE-1PE-1PE-1PE-1PE-110 3/4" ±4'-0"18'-0"9'-8"4'-0"7MECH UNITTYP7 REQ'D (UNO)R.B.B.R.A.F.S.G.S.A7S.01121BCDEFGHIJKLMN23456789101112SA0PQR6.6111APE-6PE-6PE-6PE-6PE-6PE-8PE-8108BA1.021110B CAGE 1B CAGE 2B CAGE 3PE-2PE-2PE-2PE-2PE-9PE-9PE-9114D102A103A104A105A104B106A103B102B12A5.019'-0"114A13A5.0113A5.0111PLANNORTHNWSECOPYRIGHT 2020 BY FANNING/HOWEY ASSOC, INC.WWW.FHAI.COMARCHITECTCONSULTANT6/25/2020 4:42:26 PM\\data1\citrixprofiles$\amiller\My Documents\218052.00_ARCH_amiller.rvtPROJECT NUMBER: 218052.00INDOORFACILITY ATBADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAFIRST FLOOR ARCHITECTURALPLANA1.01PROJECT ISSUE DATE: JUNE 8, 2020CONSTRUCTION DOCUMENTSDRAWN BY: MDM AMPROJECT MANAGER: AMSCALE: 1/16" = 1'-0"FIRST FLOOR ARCHITECTURAL PLAN1 SYNTHETIC GRASS PLAYING SURFACE SYSTEM(SGS) WITH RUBBER / SAND MIX OVER 7" MINFREE DRAINING AGGREGATE. REFER TO FLOORPLAN FOR EXTENTS AND 12-A5.012 STEEL PIPE BOLLARD (EXTERIOR) - REFER TO7-A5.01 AND 6-A6.02 (TYP)3 STRUCTURAL STEEL FRAMING (PAINT). REFER TOSTRUCTURAL DRAWINGS (TYP)4 PREFORMED JOINT SEAL (CONT) 1" VERTICALJOINT @ SFCMU5 EXPANSION JOINT (1") BY METAL BUILDING MFGR.6 T./ CMU 112'-0" (TYP) UNO. REFER TO 9-A5.01 SIM7 STEEL PIPE BOLLARD (INTERIOR) - REFER TO11-A5.01ROOM LEGEND - FIRST FLOORROOMNO.OWNERROOM NO.ROOM NAMEAREA(SF)101 VESTIBULE 446 SF102 TICKETS 292 SF103 MEETING 583 SF104 TRAINING 338 SF105 STORAGE 88 SF106 RESTROOM 75 SF107 FIELDHOUSE 146303 SF108 CORRIDOR 391 SF109 WOMEN 315 SF110 RESTROOM 63 SF111 MEN 319 SF112 MEZZANINE ACCESS 71 SF113 ELECTRICAL 149 SF114 STORAGE 2633 SFWILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE1 ADD #1 6/25/20