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HomeMy WebLinkAboutAF100 - FLOOR PLAN6 5 4 3 2 1 E HATCH REGION INDICATES AREA NOT IN SCOPE General Plan Notes A. All dimensions shown are to face of stud or masonry, unless noted otherwise. Dimensions designated as "CLR or "clear" indicate a clear dimension from face of finish to face of finish. Dimensions of exteriorwalls are to outside edge of foundation. B. Dimensions for all openings for Mechanical, Plumbing, Fire Protection and Electrical shall be fire stopped at each floor penetration. C. Provide bracing and blocking as required in walls supporting casework, tackboards, markerboards, and restroom accessories. D. All door frames are located 4" from adjacent wall, unless noted otherwise. E. All exposed outside corners of CIA shall be bullnosed. F. Seal all joints between dissimilar materials. G. All gypsum wallboard is 5/8' Type "X", unless noted otherwise. H. Where newfloors meet existing floors, a smooth, straight, and flush transition shall be constructed. Verify in field existing floor elevations and conditions where a new floor shall be constructed adjacent. Trim and patch existing floor as required to achieve desired transihon. I. All exteriorwindows are Type "A", unless noted otherwise. J. All interior walls are Type "STC', unless noted otherwise. K. Base elevation is 0'-0" = 870.14' (United States Geological Survey data). L. Hatching within walls shown in plans and sections indicates new construction. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes \ City of Carmel (} `A�II(�W \11trN'p,pAAL DATE: ` 10/30/19 10'-31/4" 3'-0" ANITORIMECH°—+7 Io 107.2 m c STORAGE m w 07.1 � 8'-5114�LL 5'-8 m � 40' - 11 1 /4' 3'-311T 8'-41/4" 4'-35/8" 13'-410 5'-6" 8'-0" T-71/2" 4'-81/4" 18'-81/8" 1 3 O 8 3 10 O 3 10 II BILLING CONSULT 1411 i 3 141 18' 4" 6 18'-47/8" 19-51/4" 16'-0' v2 MUD RM SPEECH RM ro VIEWING AREA S4ic 133 124 c MECH PARENTWAITING AREA 119.11 119 3 142 &WORK SPACE A 400 Sic I 1/8" 12 8'-6" 8'-0" 5'-47/8" w11'-8" 3'-0" E RR 47/8°-- mI` 15'-4 TF ZC z PARENT RR 1n.1 143 RECEPTI N 117 0 CLST 139. IF SKILLS 130.1 m m 132 w • ` —"�- s� VESTIBULE `� B I is �� S iC = 121 • I PARENTRR c) CLST m m N g • m 116 • 1322A32.1 w —�—•— •� — — •— — — • l / A S6 L J • i 2 15'-43/8" 2 5'-31B" 3'-0" 2V U. 2 3'-0" p 1 -0" i F ENTRANCECANOPY d A_ 4 L_______• a - ______d___ - --- EO ° EO 2 A401 4 CENTER ° CANOPY GABLE ON d DOORCENTERLINE d 4` ° d ° Z2 d ° FLOOR PLAN NOTES N Note 1 INFILL EXISTING DOORIWINDOW OPENING WITH NEW CONSTRUCTION AS INDICATED ON DETAILS 2 HEAVY TIMBER POSTW/STONE CLAD BASE. REFER TO FBI BUILDER'S DRAWINGS FOR ADDITIONAL INFO 3 EXISTING POST FRAMING TO REMAIN. REFER TO DRAWINGS BY FBI BUILDING FOR INFILL AND CLADDING OF EXISTING ARENA POST FRAMINGS TO REMAIN (WALL TYPE s7.25D) 4 LINE OF CANOPY ABOVE 5 BUILT-IN BENCH W/STORAGE, REF I -SERIES DWGS 6 DOUBLE FIREPLACE - REF (SERIES DWGS 7 VOLUNTEER CHECK -IN - CASED OPENING 8 BUILT-IN WORK STATIONS, REF I -SERIES DWGS 9 ALIGN FINSH FACE OF NEW CONSTRUCTION AND EXISTING WALL TO REMAIN 10 ARENA STIRRUP GUARD, EXISTING TO REMAIN 11 REF TO FBI BUILDERS DRAWINGS FOR VARIATIONS IN WALL TYPE EXTERIOR CLADDING AT WALLS INDICATED 12 COORDINATE WITH FBI BUILDINGS AT EXTERIOR WALL INDICATED TO ACHIEVE 1-HOUR RATED, UL ASSEMBLY 1 26 - 11" ARENA 100 -21q 1 \ 136'-23/ -0" 3'-0" 8'-41/2" 3'-0" T-0" 8'-41/2" V-21/4"� V-2 Sim T-71/2" 4'-35/8'\ 5'-61/2"\ 3'-0" 13'-4' W 6'-W T-0" \ T-0' 1 m 0" 8'-41/2" 3'-0" 3'-0" 14'-71/2" 3'-0" 5'-0" 3'-0" 5'-0" 3'-0" 6'-9 1/2" If A AI IA A A A ES O I lI 4 o • © W CENTER PARTYIFU�NDARNSING m ZON 1NxP, VESTIBULE' c CANOPY ON D ORC NTERLINE 02 103 PARTY/FUNDRAISING ENTRANCE& CANOPY w B 3 K31R' 8'-41/2" T-71R' T-T `w r2�1'-113/4'B wr 1n 31'-410 " 3' II 16-103/4" 16'-41/T y EVALUATION RM 2 u EVALUATION RM 1 PRIVATE CALL � OPEN OFFICE AREA m OFFICE 136 126 129 131 CHALL O= C O= J 12B 26'-T it-27/8" 6'-9" 7'-31/2"T-31IT2 A-401 NTREATMENTISENSORY 2ISENSORY •CHILD R c1 STAFF RR v+ 54iCOT 125 5 HERAPIST6 137 `� 136 RM 130 m CLST ENTRANC n g 125.1 134 • 139.1 22 m O�(� 139 Cam C� ID ES65 T-0" 5'-0" 3'-0" 24'-8112" T-T T-3'" 16'-41/4^ 3 -210 REF TO FBI -BUILDER'S DRAWINGS FOR ADD RIONAL INFORMATION 4 3 2 A-2,2 ,m. 0 1'-107/W 0 q es Fri y a 0 0 o A a A o A m < 3 y 10 Im T-8\\1/2" . tH:]a1D1� GYM 140 N V V V L 3'-0. 3'-0. T-0. y- v2" 1rz" T V-71/2" 3 �� 2 6 101.2 RAMP HORSE ENTRANCE 101 I m A A A A CI 0 A A o C —•� n9.1 —•w A o in E A c M. r 0 A E r[STAF STAFF RRi EAKROOM m I �I 1 OFFICE OFFICE 3'-0" 3'-0" q 3'-0" 3'-0" '=9'-1" OFFICES 108 /4" 10-51/4' S'-7114' y 54C BARN MANAGE STORAGE 103B 7110B 54ic 77E,1 j m HALL 110 s4-c m 3 CONF RM e IT Room 112 - 110A I 11p1� 54C c OPERATIONS osc m N N W m 4'-11/4 w MECH BILLING 123 A 23B m 14Eear4^ o" e'-zvT '-o"a'-r �n Elm A N First Floor Plan 1 SCHMIDT ASSOCIATES 415 Massachusetts Avenue Indianapolis, IN 46204 www.schmidt-arch.com Project No. 2018-106.CTC Project Date 03.22.2019 Produced JDRJDR These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Architect. 9919 Towne Road Carmel, IN 46032 N KEY PLAN Children's TherAplay ChildrensTher-Aplay Renovation and New Construction FLOOR PLAN AF100