HomeMy WebLinkAboutMEZZANINE PLANARCHITECTURAL 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-?3A4.012021N23456789101112131415O2011051191181232A4.01A10.012A10.015A10.011025'-2"70'-0"8'-0"70'-0"13'-6"24'-0"4'-0"136'-0"6" 3'-6"38'-0"30'-0"1'-6"8'-0"8'-0"2013'-4"8'-8" 1'-0"2'-6" 6'-2"3'-0"3'-0"PE-8PE-8PE-8PE-8PE-8PE-8PE-8PE-8PE-8PE-8PE-8PE-8PE-9PE-9PE-9PE-913.00113.00113.00113.00113.00113.00113.001W83*W83*W83*W83W83W43W43W43W43W43W43W82W82W82W82W83W83W834A5.031N23O2A4.01101A101B1081011031021041051031021049" 11'-0" 4'-9" 14'-8" 4" 1'-0"12'-0" 8'-0" 6'-0" 16'-8" 10'-4" 4" 1'-0"107106A1.031A1.032A10.0113'-4" 3'-4"SF67'-4"107B107A10810620'-0"30'-9"1'-4"1'-4" 7'-0"W82W82W82W82W82W82W61W82W61W82W82W82W82W82W82W823A4.01N789101112O2A4.01115C115D115B115A117118121116111110118120120116C116B116A116D115119117A117BSF2SF2A1.033A10.01424'-0"11'-0"11'-0"1'-0"24'-0"1'-0"7'-7"SF5121B121A114B114A113SF62'-6" 19'-0" 2'-6" 24'-0" 2'-6" 19'-0" 2'-6" 6'-4" 3'-4"9'-4" 1'-4" 1'-0"1'-4" 6'-8"2'-0" 3'-4" 4'-0" 9'-4"1'-4" 9'-4"1'-4" 9'-4"1131149'-1" 12'-8" 9'-0" 1'-0"30'-5" 4" 1'-0"112112W82W82W82W82W82W82W82W61W62W82W82W82W82W82W82W82W82W82W43W43W82W82W82W82W615A5.02COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANT9/9/2019 4:34:28 PMC:\Users\amiller\Documents\218052.00_ARCH_amiller@fhai.com.rvtPROJECT NUMBER: 218052.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAMEZZANINE ARCHITECTURAL PLANAND ENLARGEMENTSA1.02PROJECT ISSUE DATE: JULY 16, 2019DRAWN BY: DBRNO.DESCRIPTION13.001PORTABLE BLEACHER BY OWNERSCALE: 1/16" = 1'-0"2 - SECOND FLOOR - ARCHITECTURAL PLANROOM LEGEND - SECOND FLOORROOMNO.OWNERROOM NO.ROOM NAMEAREA(SF)201 MECHANICAL 799 SF202 ACTIVE MEZZANINE 8163 SFSCALE: 1/8" = 1'-0"FIRST FLOOR - NORTH1SCALE: 1/8" = 1'-0"FIRST FLOOR - CENTRAL2ROOM 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 SFATHLETIC 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-3 54'Wx20'H - CEILING SUSPENDEDMOTORIZED LIFT FOLD-UP DIVIDERCURTAIN - REFER TO PROJECT MANUAL.STATIC LOAD IS 18 LBS PER LF - PROVIDEBEAM IN LINE WITH CURTAINPE-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 23'Wx10'H -CEILING SUSPENDEDSPECTATOR BARRIER NETTING SYSTEM -REFER TO PROJECT MANUALPE-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 PADPE-11 SOCCER GOAL - REFER TO PROJECTMANUALWILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATENOTE: 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 SUPPLIER