The URL can be used to link to this page

Home My WebLink AboutFloor Plan - South Support BuildingREF.ARCHITECTURAL PLAN NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)INDICATES WALL TYPE. REFER TO WALL TYPE LEGEND SHEET A1.01 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. THERE SHALL BE PERIMETER INSULATION CONTINUOUS AROUND THE ENTIRE PERIMETER OF THE BUILDING EXTENDING 2'-0" MINIMUM BELOW GRADE. D. THE BASE FLOOR ELEVATION INDICATED FOR THE PROJECT IS 100'-0". REFER TO SITE PLAN FOR CORRELATION TO USGS DATUM. E. 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.F. FOR TYPICAL COMMON JOINT DETAILS AND CONSTRUCTION MOVEMENT JOINT DETAILS REFER TO DETAILS ON SHEET XX. G. 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.H. HINGE SIDE DOOR JAMB AT WALLS WILL TYPICALLY BE LOCATED 4" MINIMUM FROM ADJACENT WALL UNLESS NOTED OTHERWISE. I. ALL EXPOSED CONCRETE MASONRY UNITS (CMU) CORNERS ARE TO BE BULLNOSE, EXCEPT AT WINDOW JAMBS, BULKHEADS, WINDOW AND DOOR HEADS. J. SEE REFLECTED CEILING PLANS FOR BULKHEAD LOCATIONS AND DETAIL REFERENCES. K. REFER TO ROOM FINISH SCHEDULE OR PLAN AND EQUIPMENT PLANS FOR LOCATION AND EXTENT OF FINISH FLOOR MATERIALS. L. PROVIDE WOOD BLOCKING AS REQUIRED. WITHIN METAL STUD WALLS FOR WALL MOUNTED ITEMS.M. REFER TO MASTER/CODE PLANS FOR CODE INFORMATION AND FIRE RATED WALL LOCATIONS. N. PROVIDE SPRAY FOAM INSULATION AND THERMAL BARRIER CONTINUOUS AT INTERSECTION OF EXTERIOR WALLS AND DECK.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###1. THICK SET TILE AREA - SLOPE TO DRAIN. RECESSED FLOOR SLAB - REFER TO STRUCTURAL DRAWINGS2. LOCKERS ON 4" HIGH x 12" DEEP x 48" LONG CONCRETE BASE3. LOCKERS - REFER TO A7.014. BENCH - REFER TO A7.015. LINE OF SOFFIT ABOVE - REFER TO A9.016. FIRE EXTINGUISHER CABINET7. LADDER AND ROOF HATCH - SEE A2.018. KITCHEN EQUIPMENT - REFER TO EQUIPMENT DRAWINGS9. ALIGN FINISH FACECOACHING/TRAININGA102RESTROOMA104MEN'S RESTROOMB109COACHING/TRAININGA109TOILETS/SHOWERSA106TEAM LOCKERROOMA103VARSITY LOCKERROOMA107CONCESSIONSB101CUSTODIANB110WOMEN'SRESTROOMB111MEETING HALLB107SRO OFFICEB104FAMILY R.R.B108FAMILY R.R.B112STORAGEB10641A4.012A4.01ELECTRICALB10276'-0"26'-0"76'-0"IT ROOMB1034A4.01FIRE RISER ROOMB105TOILETS/SHOWERSA105RESTROOMA1082A5.014A5.012A5.023A5.011A5.02A107AA103AA102AA109AA102BA103BA107BB101AB102AB104AB103AB106AB107AB107BA103CSTORAGEA101STORAGEA110A1.021A1.022W82AW82AW82AW82AW82AW82178'-0"22'-0"32'-0"22'-0"W82A52'-8"7'-8"3'-4"2'-0"3'-4"20'-0"3'-4"2'-0"3'-4"7'-8"26'-0"3'-4"2'-0"3'-4"4'-0"3'-4"8"3'-4"6'-8"4'-0" 6'-0" 1'-4" 6'-0" 4'-8"32'-0"22'-0"A101AA110AB105AA104AA108AB108AB109AB111AB112AB110ACW2B101CB101BW82AW82W82AW82AW82A1A5.012'-0"5'-4"55667865561134223455SF236'-8"36'-8"22'-0"32'-0"22'-0"9'-4" 3'-4" 9'-4" 6'-4" 6'-4". 6'-8". 6'-4". 6'-4"9'-4" 3'-4" 9'-4"22'-0"32'-0"22'-0"52'-8"52'-8"76'-0"26'-0"76'-0"22'-0"32'-0"22'-0"10'-8" 3'-4" 8'-0"46'-0"1'-0"3'-4"46'-0"1'-0"3'-4"39'-4"5'-4"1'-4"3'-4"4"1'-4"5'-4"2'-4"1'-8"2'-4"W82W82W82W8218'-1"1'-4"1'-4"3'-4"4"14'-5"14'-5"3'-4"4"14'-5"3'-4"4"39'-4"5'-4"1'-4"1'-4"5'-4"2'-4"W82W82W82W82W821'-4"13'-4 3/8"7'-4 3/8"29'-3 1/4"1'-4"3'-4 1/2"6'-4"3'-8"2'-4"3'-4"1'-8 3/8"8'-7 5/8" 7'-11 5/8" 3'-5 1/8"1'-4"15'-0"5'-8"1'-4"20'-8"32'-7 5/8"20'-0 3/8"1'-4"553PR1workingsectionFINISH FLOORUNDERSIDE OF DECKRESILIENT BASE (RB)RESILIENT BASE (RB)6" CMUCEILING HEIGHT - REFER TO REFLECTED CEILING PLANRESILIENT BASE (RB)RESILIENT BASE (RB)RESILIENT BASE (RB)RESILIENT BASE (RB)CEILING HEIGHT - REFER TO REFLECTED CEILING PLANRESILIENT BASE (RB)RESILIENT BASE (RB)HORIZONTAL JOINT REINFORCEMENT AT 16"O.C. VERTICALLYCEILING HEIGHT - REFER TO REFLECTED CEILING PLANCEILING HEIGHT - REFER TO REFLECTED CEILING PLAN6" CMUHORIZONTAL JOINT REINFORCEMENT AT 16"O.C. VERTICALLYHORIZONTAL JOINT REINFORCEMENT AT 16"O.C. VERTICALLY8" CMU8" CMUHORIZONTAL JOINT REINFORCEMENT AT 16"O.C. VERTICALLYSTEEL STUD BRACING AS REQUIREDPER MFGR RECOMMENDED ALLOWABLE UNBRACED HEIGHTFINISH CEILING -REFER TO REFLECTED CEILING PLANSOUND ATTENUATION BATTS FULL HEIGHTGWB BOTH SIDES-EXTEND TO DECKSEALANT BOTH SIDES. REFER TO FIRE STOPPING SPECIFICATION AT RATED OR SMOKE RESISTANT PARTITIONSW62W62AW82W82ASTEEL STUD BRACING AS REQUIREDPER MFGR RECOMMENDED ALLOWABLE UNBRACED HEIGHTFINISH CEILING -REFER TO REFLECTED CEILING PLANSOUND ATTENUATION BATTS FULL HEIGHTGWB BOTH SIDES-EXTEND TO DECKSEALANT BOTH SIDES. REFER TO FIRE STOPPING SPECIFICATION AT RATED OR SMOKE RESISTANT PARTITIONSFINISH CEILING -REFER TO REFLECTED CEILING PLANFINISH CEILING -REFER TO REFLECTED CEILING PLAN4" MIN.ABOVE HIGHEST ADJACENT CEILING4" MIN.ABOVE HIGHEST ADJACENT CEILING4" MIN.ABOVE HIGHEST ADJACENT CEILINGABOVE HIGHEST ADJACENT CEILING4" MIN.NOTE: SHADED WALL ON FLOOR PLAN DESIGNATESMASONRY BEARING WALL. REFER TO DETAIL 8/S5.02 FORMASONRY WALL HEIGHTNOTE: SHADED WALL ON FLOOR PLAN DESIGNATESMASONRY BEARING WALL. REFER TO DETAIL 8/S5.02 FORMASONRY WALL HEIGHTFACE VENEERHORIZONTAL JOINT REINFORCINGPROVIDE BACKER ROD AND SEALANTINTERRUPT HORIZONTAL JOINT REINFORCINGCONCRETE MASONRY UNITCAVITY INSULATIONCOMPRESSIBLE FILLREFER TO PLAN3/8"PROVIDE FOAM BACKER ROD AT CONTROL JOINT LOCATIONS TO COMPARTMENTALIZE THE CAVITY AIR SPACE AND REDUCE HORIZONTAL AIR FLOW.BACKER ROD AND SEALANT BOTH SIDESSTOP HORIZONTAL JOINT REINFORCING SHORT OF CONTROL JOINT 2"TYPICAL CMU WALLMORTAR, RAKE BACK TO RECEIVE BACKER ROD AND SEALANTFACE OF INTERSECTING WALLREFERTO PLANW/ VERTICAL REINFORCINGCONCRETE MASONRY UNIT (CMU)BACKER ROD & SEALANTHORIZONTAL MASONRY JOINT REINFORCING.HORIZONTAL MASONRY JOINT REINFORCING. STOP REINFORCING SHORT OF CONTROL JOINT BY 2"CONCRETE MASONRY UNIT (CMU)SEE PLANSEE PLANNOTE: CONDITION SIMILAR FOR OTHER RECESSED UNITS INCLUDING MECHANICAL AND ELECTRICALANCHOR CABINET SECURELY TO MASONRY WALL AT JAMBSOLID CMU BEHIND CABINET (IN ONE HOUR RATED WALL 4" MIN.)SHIMS AS REQUIRED AT SILL AND JAMBSSEMI RECESSED FIRE EXTINGUISHER CABINETBOND BEAM, REFER TO STRUCTURAL DRAWINGS4" MAX4" MAXPLANREFER TOPERIMETER SEALANT, TYP.FIRE EXTINGUISHER CABINET (FEC)REFER TO WALL TYPESEE PLANCONTROL JOINT (CJ) CONTINUOUS TO TOP OF WALL (SEALANT TO 4" ABOVE FINISH CEILING EXCEPT AT FIRE WALL TO BE FULL HEIGHT.)END OF LINTELBOND BREAK AT LINTEL BEARING (15# FELT)CJDOORWINDOWS, LOUVERS, OPENINGSCJNOTE: INTERIOR CONCRETE MASONRY WALLS ONLYCJ TO ONE SIDE0'-0" TO 6'-4"CJ BOTH SIDESOVER 6'-4"CJ TO ONE SIDE0'-0" TO 6'-4"CJ BOTH SIDESOVER 6'-4"TYPICAL ROOF COPING ASSEMBLY WITH ALL BLOCKING, ANCHORS, FLASHINGS, AND CONNECTION TO AIR BARRIER SYSTEM AND TERMINATION OF ROOF VAPOR RETARDERTYPICAL WINDOW ASSEMBLY WITH ALL FLASHINGS, SILLS. AND SEALANTSTYPICAL BRICK EXPANSION JOINT WITH SEALANTTYPICAL THROUGH WALL FLASHING INCLUDING ALL COMPONENTSTYPICAL BOND BEAM TYPICAL CAVITY WALL INSULATION AND AIR BARRIER SYSTEMTYPICAL MASONRY EXTERIOR WALL WITH ALL VERTICAL REINFORCING, GROUTED CORES AND ANCHORS.VENEER SIDEINTERIOR SIDETYPICAL CONCRETE FOOTINGTYPICAL ELECTRICAL BOXTYPICAL CMU CONTROL JOINT WITH SEALANTTYPICAL LINTEL WITH FLASHING AND END DAMSTYPICAL REPRESENTATIVE VENEER, WITH ALL TYPES AND TYPICAL REINFORCING AND TIESCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECT3/17/2023 10:43:04 AM\\data1\citrixprofiles$\rgambill\upm_profile\documents\2021_Arch_220136.00 South Bldg_rgambill.rvtPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032FIRST FLOOR OVERALLARCHITECTURAL PLANA1.01PROJECT ISSUE DATE: 12-13-2022DRAWN BY: JAM317-848-0966350 E NEW YORK ST #300 INDIANAPOLIS, IN 46202ROOM LEGENDROOM NO. ROOM NAMEOCCUPANCYCLASSAREA (SF)A101 STORAGE S 36 SFA102 COACHING/ TRAINING B 205 SFA103 TEAM LOCKER ROOM A3 1137 SFA104 RESTROOM B 84 SFA105 TOILETS/ SHOWERS A3 191 SFA106 TOILETS/ SHOWERS A3 191 SFA107 VARSITY LOCKER ROOM A3 1137 SFA108 RESTROOM B 84 SFA109 COACHING/ TRAINING B 205 SFA110 STORAGE S 36 SFB101 CONCESSIONS M 574 SFB102 ELECTRICAL UT 97 SFB103 IT ROOM UT 34 SFB104 SRO OFFICE B 107 SFB105 FIRE RISER ROOM UT 98 SFB106 STORAGE S 46 SFB107 MEETING HALL A3 1529 SFB108 FAMILY R.R. A3 56 SFB109 MEN'S RESTROOM A3 299 SFB110 CUSTODIAN UT 39 SFB111 WOMEN'S RESTROOM A3 379 SFB112 FAMILY R.R. A3 56 SFSCALE: 1/2" = 1'-0"WALL TYPE LEGENDPLANNORTHWILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.SCALE: 1 1/2" = 1'-0"BRICK EXPANSION JOINTSCALE: 1 1/2" = 1'-0"TYPICAL CONTROL JOINTSCALE: 1 1/2" = 1'-0"TYPICAL CONTROL JOINTSCALE: 1 1/2" = 1'-0"TYPICAL FIRE EXTINGUISHER CABINET DETAILSSCALE: 1 1/2" = 1'-0"TYPICAL CONTROL JOINTS IN CMU WALLS AT INTERIOR OPENINGSREV.NO.DESCRIPTION DATESCALE: 3/8" = 1'-0"EXTERIOR WALL MOCK-UP