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Home My WebLink About12005_2013-08-09_A202.pdfNORTH Project No. Sheet No. Revisions: Date Drawn By Checked By W CHURCH SOLUTIONS T& BYRUM 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 ments of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items 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 . Morris 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 AR 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" SECOND FLOO R PLAN B045 A201C B025 B058B B058A B058C BO58D OVERHEAD SECTIONAL DOORS EXISTING RAM P DOW N EXISTING RAM P DOW N B061 UP NEW BULKHEAD DRYW ALL CHASE EXISTING PIPING ALTERNATE TO REMOVE ANDREPLACE ALL BASEMENT WINDOWS ADD DIAPER CHANGING STATIONS CLASSROOMB011 CLASSROOM B011 CLASSROOM B005 CLASSROOM B003 CLASSROOM B002 CLASSROOM B021 CLASSROOM B033 CLASSROOM B046 CLASSROOM B033 CLASSROOM B019 M ECHANICAL B023 CLASSROOM B017 CLOSET B020 STOR. B007 W OM EN B008 M EN B009 CORRIDOR B010 STOR. B012 CORRIDOR B016 CORRIDOR B018 CORRIDOR B006 CORRIDOR B030 CORRIDOR B044 CORRIDOR B054 CORRIDOR B049 CORRIDOR B029 STOR. B001 M ECHANICAL B050 RESTROOM B048 STORAGE B051RESTROOM B025 RESTROOM B024 CLASSROOM B045 CLASSROOM B057 CLASSROOM B058 CORRIDOR B059 PLATFORM CAFE B053 W OM EN B039 & B041 M EN B038 STOR. B043 STOR. B042 OFFICE B031 STORAGE B027 OFFICE B028 CHOIR B026 STORAGE B047 EQUIPM ENT B055 ELEVATOR ALCOVE B056 STOR. B052 M ECH. B061 NEW BULKHEAD CLASSROOM B035 STOR. B013 STORAGE B022 STAIR BS4 CORRIDOR B036 STAIR BS6 CLASSROOM A202 CLASSROOM A203 CLASSROOM A204 CLASSROOM A205 CORRIDOR A201 M ECHANICAL A210 W OM EN A208 M EN A209 CORRIDOR A207 STORAGE A206 M ECH. A213 ELEVATOR ELEVATOR STAIRAS1 STAIR AS2 STAIR BS1 STAIR BS2 M OP 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. COM 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 AGNETIC LOCKDOW N DEVISES (SEE NOTE SHEET A201) W ITH ELECTROM AGNETIC HOLD-OPEN 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 OPENING PER NORTH A202 03 SCALE: 1/4" = 1'-0" RESTROOM B025 B025 RESTROOM B025 T6 T10 T3 T5 T7T1 T8 W 61 ±7'-4" (7'-1 5/8" MIN.)6" ±5'-6" ASSUM ED LOCATION OF OW NER'S PORTABEL AV CONSOLE W62 6" ALIGN FACE OF STUD W ITH EDGE C.M.U. AT EXISTING DOOR OPENING EDGE OF SLAB AT INTERM EDIATE STORAGE LEVEL EXISTING C.M .U. W ALL EXISTING BEARING W ALL ABOVE EDGE OF SLAB AT INTERM EDIATE STORAGE LEVEL NEW BEARING W ALL UP TO SUPPORT INTERMEDIATE STORAGE LEVEL, THEN ABOVE TO SUPPORT FIRST FLOOR C.M .U. TO MATCH INSTALL 7 5/8" W IDE PRECAST CONCRETE LINTEL W ITH M INIM UM 8" BEARING EACH SIDE NEW OPENING PER CASEW ORK - REFER INTERIOR DRAW INGS POUR SLAB W HERE REM OVED FOR PLUMBING PLATFORM SECTION NO SCALE 21" RIP DOWN 2x12 TO 10 1/4"9 1/4"1 1/2" 2-LAYERS 3/4" PLYW OOD 2x10 FLOOR JOISTS AT 16" O.C. RIP-DOW N 2x12 JOIST SUPPORT AT PERIM ETER AND PERPENDICULAR RIP-DOW N 2x12 BLOCKING AT 4'-0" O.C. 6" BATT INSULATION TO FLOOR JOISTS AT 4'-0" O.C. UP 21" B011A B011B W OOD COLUM N PER STRUCTURAL - W RAP W IT DRYW ALL DOOR RELOCATED AS NEEDED FOR NEW COLUM N STRUCTURAL STRUCTURAL W OOD 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 DESIGNATIONS T2 B-2888 B-6806 B-6806 B-270 NOTE: PROVIDE BLOCKING FOR M OUNTING OF ALL ACCESSORIES M EETING ADA GUIDELINES W ITH RAISED LETTERS AND BRAILLE - MOUNT AT 60" TO CENTER (SUBMIT COLOR SAMPLES TO OWNER FOR SELECTION) SIGNAGE - "MEN", "WOMEN" T7 T6 T5 T4 T3 TISSUE DISPENSER 36" HORIZONTAL GRAB BAR 42" HORIZONTAL GRAB BAR SANITARY NAPKIN DISPOSAL BOBRICK BOBRICK BOBRICK BOBRICK 34" TO CENTER OF BAR 20" TO CENTER OF ROLL 29" TO TOP OF UNIT 34" TO CENTER OF BAR 442795 TOILET ACCESSORIES SCHEDULE T1 M ARK DESCRIPTION PAPER TOW EL DISPENSER M ODEL SIM ILAR TO SPRING GROVE 45" TO TOW EL SLOT MOUNTING HEIGHT 40" TO BOTTOM OF M IRROR 44" TALL X FULL W IDTH MIRROR T8T9 B-3644 W ASTE RECEPTACLE BOBRICK 43" TO TOP OF UNIT B-6806 18" VERTICAL GRAB BAR 40" A.F.F. TO BOTTOM AND 40" BOBRICK T10 B-165 24" X 36" M IRROR BOBRICK 40" TO BOTTOM OF M IRROR TO CENTER FROM BACK W ALL OR "RESTROOM " 3 5/8" 25 GAGE STEEL STUDS AT 16" O.C. UP TO BOTTOM OF W 33 W 31 DECK ABOVE. 6" 20 GAGE STEEL STUDS AT 16" O.C. UP TO BOTTOM OF W 61 DECK ABOVE. - INSTALL 5/8" GYPSUM BOARD ON BOTH SIDES OF METAL STUDS, - INSTALL TOP CHANNEL RUNNER W ITH OVERSIZE LEG AT W ALLS NOTES: MEM BER TO ALLOW FOR ROOF DEFLECTION. W HICH EXTEND UP TO BOTTOM OF DECK OR STRUCTURAL EXCEPT ONE SIDE ONLY AT FURRING CONDITIONS. W ITH TOP & BOTTOM CHANNEL ADJACENT CEILING. 3 5/8" 25 GAGE STEEL STUDS AT 16" O.C. UP TO 4" ABOVE HIGHEST W 32 1-HOUR RATED FIRE PARTITION OF 3 5/8" 25 GAGE STEEL STUDS AT 16" O.C. UP TO BOTTOM OF DECK ABOVE W ITH 1-LAYER 5/8" TYPE "X" GYPSUM BOARD BOTH SIDES PER U.L. #U495 - MATCH FINISHED W IDTH OF EXISTING W ALLS W HERE BEING EXTENDED OR 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 BOARD 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 BOARD 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 GAGE 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)