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Home My WebLink About12005_2013-08-09_A402Project 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 SECTIONS AND DETAILSA402 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 TO P OF PARAPET BEYOND R.T.U. (SEE MECHANICAL) ROOF DRAIN SLOPE DOW N 1/4" PER FOO T A402 01 SCALE: 3/4" = 1'-0" RESTRO O M ADDITIO N SECTIO N (HIGHER) F.F. 100'-0" FIRST FLO OR SOUTH END O F GYM NASIUM PREFINISHED M ETAL STEPPED 4" C.M .U. SUBSTRATE TO M ATCH EXISTING BRICK RO W LOCK SPECIAL SHAPE 6" LO AD BERING STUDS PER STRUCTURAL DRAW ING S R-19 BATT INSULATIO N 5/8" G YPSUM BOARD O VER VAPOR RETARDER M INIM UM R-7.5 CONTINUOUS RIG ID INSULATION SHEATHING FACE BRICK TO M ATCH EXISTING BRICK TIES AT 16" O.C. EACH W AY EXISTING COURSING ±97'-11" FOO TING W ITH CO NFIRM TO P OF CO URSING ±114'-7" W ALL W ITH EXISTING CO NFIRM TO P OF W ALL FOR OVERFLOW DRAINAG E ±110'-7" W ITH EXISTING CONNECTOR CO NFIRM TO P PLATE FASCIA - M ATCH FASCIA AT BLOCKING W ITH STAGG ERED JO INTS M ULTIPLE LAYERS M EM BRANE 2-LAYERS 3/4" CDX PARAPET (UNDER EACH ROOF JOIST) SLO PE DOW N 1/4" PER FOO T STRUCTURALLY INDEPENDENT 2-HOUR 8" C.M .U. FIRE W ALL UP TO BO TTOM OF NON-CO M BUSTABLE ROOF SHEATHING (PER I.B.C. 705.6, EXCEPTION 3.) (SEE STRUCTURAL) 6" LO AD BERING STUDS PER STRUCTURAL DRAW ING S 5/8" GYPSUM BO ARD REFER REFLECTED CEILING PLAN W HITE ADHERED M EM BRANE ROO F ON M INIM UM R-20 POLYISO RIGID INSULATIO N FASTENED TO M ETAL DECKCONCRETE FOOTING (SEE STRUCTURAL) 8" C.M .U. - G RO UT CORES CONCRETE SLAB, DRAINAGE FILL, AND COMPACTED FILL (SEE STRUCTURAL) (UNDER EACH ROOF JOIST) #5 VERTICAL AT 32" O .C. C.M .U. BOND BEAM W ITH #5 CO NTINUO US 8" 12 GAGE STEEL JO ISTS AT 16" O .C. (SEE STRUCTURAL) 20 G AGE "B" DECK (SEE STRUCTURAL) 6" LO AD BERING STUDS PER STRUCTURAL DRAW ING S (UNDER EACH ROOF JOIST) 8" 12 GAGE STEEL JO ISTS AT 16" O .C. (SEE STRUCTURAL) CONCRETE FOOTING (SEE STRUCTURAL) SEE PLUM BING DRAW INGS FO R STORM DRAINAGE PIPING A402 02SCALE: 3/4" = 1'-0" SECTIO N AT EXIT OF EXISTING ±111'-11" M ATCH HEIG HT (HIGHER) F.F. 100'-0" FIRST FLO OR (LOWER) F.F. ±98'-11" FIRST FLO OR ±9'-0" (CONFIRM HEIGHT OF NEW EXTENDED CEILING INSIDE)±4'-0" 6" LOAD BERING STUDS PER STRUCTURAL DRAW INGS R-19 BATT INSULATION 5/8" GYPSUM BOARD OVERVAPOR RETARDER M INIM UM R-7.5 CO NTINUOUS RIG ID INSULATIO N SHEATHING FACE BRICK TO M ATCH EXISTING BRICK TIES AT 16" O .C. EACH W AY (UNDER EACH ROOF JOIST) NEW OR REUSE CO PING TO M ATCH EXISTING FLASHING W ITH W EEPS AT 32" O.C. REFER STRUCTURAL FACE O F BRICK BEYO ND 1" TINTED TEM PERED INSULATED GLAZING IN PREFINISHED ALUM INUM ENTRANCES AND STO REFRONT (FINISH WITH HIGH-PERFORMANCE COATING TO MATCH EXISTING COLOR) REFER REFLECTEDCEILING PLANCONCRETE FOOTING (SEESTRUCTURAL) CONCRETE FOOTING (SEE STRUCTURAL) EXISTING FO OTING (2) #5 BARS CONTINUOUS (2) #5 BARS X 28" LONG AT 12" O.C. W ITH M INIM UM 6" EPO XY EM BED INTO EXISTING FO OTING 2'-0" M INIM UM 2'-0" MINIMUM 2'-6" 2'-0" (MINIMUM 30" BELOW FINISHED GRADE) #5 BARS AT 32" O .C. (3) #5 BARS CONTINUOUS (3) #5 BARS CONTINUOUS 2'-6" 1'-0" 2'-6" MINIMUM 1'-0" #5 BAR CONTINUOUS EXISTING SLAB EXISTING W ALL HORIZONTAL LADDER REINFO RCING AT 16" O .C. VERTICAL W HITE ADHERED M EM BRANE ROOF ON 3/4" FIRE-RETARDANT- TREATED PLYW O OD DECK 6" 16 G AG E STEEL FRAM ING AT 16" O.C.