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Home My WebLink About12005_2013-08-09_A202NORTH Project No. Sheet No. Revisions: Date Drawn By Checked By W CHURCH SOLUTIONS T& BYRU M A R C H ITEC TS required for the proper execution and performance and completion of the require- architectural elements and, in some cases, service for use solely with respect to this These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of building, the major the structural, mechanical, and/or electrical systems. The Drawings do not necessarily indicate or describe all work required for full m ents of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all item s Use of Documents projects or additions to this Project without Project and shall not be used on other Project are instruments of the Architect's documents prepared by the Architect for this The Drawings, Specifications, and other written permission and due compensation to Certified By completion of the work. the Architect. Scope DrawingsT&W Corporation 46241 3841 W . M orris St. Indianapolis, Indiana 621 South Range Line Road, Carmel, Indiana 46032 Carmel United Methodist Church Specially commissioned by T&W Church Solutions, and used under license. 12005 JW B CAD 8-9-13 BASEMENT AND SECOND FLOOR PLANSA202 A202 01 SCALE: 3/32" = 1'-0" BASEM ENT PLAN URTIH 910060 NE STATE OF IS IRET E RG A NAIDD A R C SEG E ONJ W R YEL B RET ISNo. Y ED TCE M Additions and Renovations to Copyright 2013 C 160 W. Carmel Drive, Suite 240 Carmel, Indiana 46032 317-574-8808 www.byrumarchitects.net NORTH A202 02 SCALE: 3/32" = 1'-0" SECO ND FLO O R PLAN B045 A201C B025 B058B B058A B058C BO 58D OVERHEAD SECTIONAL DO ORS EXISTING RAM P DO W N EXISTING RAM P DO W N B061 UP NEW BULKHEAD DRYW ALL CHASE EXISTING PIPING ALTERNATE TO REMOVE ANDREPLACE ALL BASEMENT WINDOWS ADD DIAPER CHANGING STATIONS CLASSROOMB011 CLASSRO O M B011 CLASSRO O M B005 CLASSRO O M B003 CLASSRO O M B002 CLASSRO O M B021 CLASSRO O M B033 CLASSRO O M B046 CLASSRO O M B033 CLASSRO O M B019 M ECHANICAL B023 CLASSRO O M B017 CLO SET B020 STO R. B007 W O M EN B008 M EN B009 CO RRIDO R B010 STO R. B012 CO RRIDO R B016 CORRIDOR B018 CORRIDOR B006 CORRIDOR B030 CO RRIDO R B044 CO RRIDO R B054 CO RRIDO R B049 CO RRIDO R B029 STO R. B001 M ECHANICAL B050 RESTRO O M B048 STO RAG E B051RESTRO O M B025 RESTRO O M B024 CLASSRO O M B045 CLASSRO O M B057 CLASSRO O M B058 CORRIDOR B059 PLATFO RM CAFE B053 W O M EN B039 & B041 M EN B038 STO R. B043 STO R. B042 O FFICE B031 STO RAG E B027 O FFICE B028 CHO IR B026 STO RAG E B047 EQUIPM ENT B055 ELEVATO R ALCO VE B056 STO R. B052 M ECH. B061 NEW BULKHEAD CLASSRO O M B035 STO R. B013 STO RAG E B022 STAIR BS4 CO RRIDO R B036 STAIR BS6 CLASSRO O M A202 CLASSRO O M A203 CLASSRO O M A204 CLASSRO O M A205 CO RRIDO R A201 M ECHANICAL A210 W O M EN A208 M EN A209 CORRIDOR A207 STO RAG E A206 M ECH. A213 ELEVATO R ELEVATO R STAIRAS1 STAIR AS2 STAIR BS1 STAIR BS2 M O P B037 STAIR BS5 STAIR BS3 A201AA201B W31 W 31 W 31 W 31W31 ±8'-3 5/8" 7'-0" ALIGN 5'-0" (3) 11" TREADS = 2'-9" W 3 1 (2) 12" TREADS = 2'-0" 18'-5 1/4" 2'-6 7/8" 45° 9'-4 7/8" 3 5/8" M ETAL STUD AND DRYW ALL KNEE W ALL A.D.A. CO M PLIANT 1 1/2" STEEL PIPE HANDRAILS W ITH 12" W ALL RETURNS AND 12" EXTENSIONS 03 A202 W31 W31 W31 C.M .U. INFILL OPENING ADD ELECTROM AG NETIC LOCKDO W N DEVISES (SEE NOTE SHEET A201) W ITH ELECTRO M AG NETIC HOLD-O PEN DEVISES (SEE NOTE SHEET A201) CASEW ORK W31 - SEE SECURITY AND LOCKDOWN NOTES SHEET A201 SECURITY AND LOCKDOW N NO TES = NO ACCESS THIS DIRECTION DURING LOCKDOWN INSTALL 7 5/8" W IDE PRECAST CONCRETE LINTEL W ITH M INIM UM 8" BEARING EACH SIDE NEW O PENING PER NORTH A202 03 SCALE: 1/4" = 1'-0" RESTRO O M B025 B025 RESTROO M B025 T6 T10 T3 T5 T7T1 T8 W 61 ±7'-4" (7'-1 5/8" MIN.)6" ±5'-6" ASSUM ED LOCATION O F OW NER'S PO RTABEL AV CO NSO LE W62 6" ALIGN FACE OF STUD W ITH EDGE C.M .U. AT EXISTING DOO R OPENING EDGE O F SLAB AT INTERM EDIATE STO RAGE LEVEL EXISTING C.M .U. W ALL EXISTING BEARING W ALL ABOVE EDG E OF SLAB AT INTERM EDIATE STORAG E LEVEL NEW BEARING W ALL UP TO SUPPORT INTERMEDIATE STORAGE LEVEL, THEN ABOVE TO SUPPO RT FIRST FLO OR C.M .U. TO M ATCH INSTALL 7 5/8" W IDE PRECAST CO NCRETE LINTEL W ITH M INIM UM 8" BEARING EACH SIDE NEW OPENING PER CASEW ORK - REFER INTERIO R DRAW INGS POUR SLAB W HERE REM OVED FO R PLUM BING PLATFO RM SECTIO N NO SCALE 21" RIP DOWN 2x12 TO 10 1/4"9 1/4"1 1/2" 2-LAYERS 3/4" PLYW O OD 2x10 FLOO R JOISTS AT 16" O .C. RIP-DOW N 2x12 JO IST SUPPORT AT PERIM ETER AND PERPENDICULAR RIP-DOW N 2x12 BLOCKING AT 4'-0" O.C. 6" BATT INSULATIO N TO FLOO R JOISTS AT 4'-0" O .C. UP 21" B011A B011B W OO D CO LUM N PER STRUCTURAL - W RAP W IT DRYW ALL DO OR RELO CATED AS NEEDED FO R NEW CO LUM N STRUCTURAL STRUCTURAL W OO D COLUM N PER STRUCTURAL - W RAP W IT DRYW ALL W RAP COLUM N W ITH DRYW ALL W RAP COLUM N W ITH DRYW ALL W11 W61 W 61 550 550 60 1,240 60 940 500 900 470 40 80 100 780 340510 50 630 630 630 630 180 640 420 130 130 50 1,670 140 180 510 350 930 3,080 570 20 740 630 450 330 320 140 50 50 160 40 40 20 200 1,680 70 180 140 W ALL TYPE DESIG NATIO NS T2 B-2888 B-6806 B-6806 B-270 NOTE: PROVIDE BLOCKING FOR M O UNTING OF ALL ACCESSORIES M EETING ADA G UIDELINES W ITH RAISED LETTERS AND BRAILLE - MOUNT AT 60" TO CENTER (SUBMIT COLOR SAMPLES TO OWNER FOR SELECTION) SIGNAGE - "MEN", "W OMEN" T7 T6 T5 T4 T3 TISSUE DISPENSER 36" HO RIZO NTAL G RAB BAR 42" HO RIZO NTAL G RAB BAR SANITARY NAPKIN DISPOSAL BOBRICK BOBRICK BOBRICK BOBRICK 34" TO CENTER O F BAR 20" TO CENTER O F RO LL 29" TO TOP OF UNIT 34" TO CENTER O F BAR 442795 TO ILET ACCESSO RIES SCHEDULE T1 M ARK DESCRIPTIO N PAPER TOW EL DISPENSER M ODEL SIM ILAR TO SPRING G ROVE 45" TO TOW EL SLOT M OUNTING HEIG HT 40" TO BO TTOM OF M IRROR 44" TALL X FULL W IDTH M IRROR T8T9 B-3644 W ASTE RECEPTACLE BOBRICK 43" TO TOP OF UNIT B-6806 18" VERTICAL G RAB BAR 40" A.F.F. TO BO TTOM AND 40" BOBRICK T10 B-165 24" X 36" M IRROR BOBRICK 40" TO BO TTOM OF M IRROR TO CENTER FRO M BACK W ALL O R "RESTRO OM " 3 5/8" 25 GAG E STEEL STUDS AT 16" O .C. UP TO BO TTOM OF W 33 W 31 DECK ABO VE. 6" 20 GAGE STEEL STUDS AT 16" O.C. UP TO BOTTO M OF W 61 DECK ABO VE. - INSTALL 5/8" GYPSUM BOARD ON BOTH SIDES OF METAL STUDS, - INSTALL TO P CHANNEL RUNNER W ITH OVERSIZE LEG AT W ALLS NOTES: M EM BER TO ALLO W FOR RO OF DEFLECTIO N. W HICH EXTEND UP TO BOTTOM OF DECK O R STRUCTURAL EXCEPT ONE SIDE O NLY AT FURRING CONDITIONS. W ITH TOP & BOTTO M CHANNEL ADJACENT CEILING. 3 5/8" 25 GAG E STEEL STUDS AT 16" O .C. UP TO 4" ABO VE HIGHEST W 32 1-HOUR RATED FIRE PARTITION O F 3 5/8" 25 GAGE STEEL STUDS AT 16" O.C. UP TO BO TTOM O F DECK ABO VE W ITH 1-LAYER 5/8" TYPE "X" GYPSUM BO ARD BOTH SIDES PER U.L. #U495 - M ATCH FINISHED W IDTH O F EXISTING W ALLS W HERE BEING EXTENDED O R INFILLED. W 34 2-HOUR RATED FIRE PARTITION INFILL IN EXISTING FIRE PARTITION W ITH 3 5/8" 25 GAGE STEEL STUDS W ITH 2-LAYERS 5/8" TYPE "X" GYPSUM BO ARD BOTH SIDES PER U.L. #U495 7/8" M ETAL FURRING CHANNELS AT 16" O.C. UP TO 4" ABOVE W 11 HIGHEST ADJACANT CEILING. BEARING WALL OF 6" 14 GAGE (600S162-68) STEEL STUDS WITH W 62 GYPSUM BO ARD APPLIED DIRECTLY TO EXISTING C.M .U. W 01 S S S SS S S S SSSSS S S SS S S S S S S S SS SS S S S S S 3 5/8" 25 GAG E STEEL STUDS AT 16" O .C. UP TO CEILING W 35 S SS S S3S3S3S3 S S S S 3 3 EEEE E E E E EEE E E E E E E E E E E E E E E E E E E E E E E EEEEEEE E E E E E E E E E E E E E E EE F E E SS S S S SS S S S S CENTER BRACE AT 16" OR 8" O.C. (PER STRUCTURAL DRAWINGS)