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Home My WebLink About12005_2013-08-09_A402.pdfProject 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 SECTIONS AND DETAILSA402 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 TOP OF PARAPET BEYOND R.T.U. (SEE MECHANICAL) ROOF DRAIN SLOPE DOW N 1/4" PER FOOT A402 01 SCALE: 3/4" = 1'-0" RESTROO M ADDITIO N SECTION (HIGHER) F.F. 100'-0" FIRST FLOOR SOUTH END OF GYM NASIUM PREFINISHED M ETAL STEPPED 4" C.M.U. SUBSTRATE TO M ATCH EXISTING BRICK ROW LOCK SPECIAL SHAPE 6" LOAD BERING STUDS PER STRUCTURAL DRAW INGS R-19 BATT INSULATION 5/8" GYPSUM BOARD OVER VAPOR RETARDER M INIM UM R-7.5 CONTINUOUS RIGID INSULATION SHEATHING FACE BRICK TO M ATCH EXISTING BRICK TIES AT 16" O.C. EACH W AY EXISTING COURSING ±97'-11" FOOTING W ITH CONFIRM TOP OF COURSING ±114'-7" W ALL W ITH EXISTING CONFIRM TOP OF W ALL FOR OVERFLOW DRAINAGE ±110'-7" W ITH EXISTING CONNECTOR CONFIRM TOP PLATE FASCIA - M ATCH FASCIA AT BLOCKING W ITH STAGGERED JOINTS MULTIPLE LAYERS M EM BRANE 2-LAYERS 3/4" CDX PARAPET (UNDER EACH ROOF JOIST) SLOPE DOW N 1/4" PER FOOT STRUCTURALLY INDEPENDENT 2-HOUR 8" C.M .U. FIRE W ALL UP TO BOTTOM OF NON-COMBUSTABLE ROOF SHEATHING (PER I.B.C. 705.6, EXCEPTION 3.) (SEE STRUCTURAL) 6" LOAD BERING STUDS PER STRUCTURAL DRAW INGS 5/8" GYPSUM BOARD REFER REFLECTED CEILING PLAN W HITE ADHERED M EM BRANE ROOF ON M INIM UM R-20 POLYISO RIGID INSULATION FASTENED TO METAL DECKCONCRETE FOOTING (SEE STRUCTURAL) 8" C.M .U. - GROUT 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 CONTINUOUS 8" 12 GAGE STEEL JOISTS AT 16" O.C. (SEE STRUCTURAL) 20 GAGE "B" DECK (SEE STRUCTURAL) 6" LOAD BERING STUDS PER STRUCTURAL DRAW INGS (UNDER EACH ROOF JOIST) 8" 12 GAGE STEEL JOISTS AT 16" O.C. (SEE STRUCTURAL) CONCRETE FOOTING (SEE STRUCTURAL) SEE PLUM BING DRAW INGS FOR STORM DRAINAGE PIPING A402 02SCALE: 3/4" = 1'-0" SECTIO N AT EXIT OF EXISTING ±111'-11" M ATCH HEIGHT (HIGHER) F.F. 100'-0" FIRST FLOOR (LOWER) F.F. ±98'-11" FIRST FLOOR ±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 CONTINUOUS RIGID INSULATION SHEATHING FACE BRICK TO M ATCH EXISTING BRICK TIES AT 16" O.C. EACH W AY (UNDER EACH ROOF JOIST) NEW OR REUSE COPING TO M ATCH EXISTING FLASHING W ITH W EEPS AT 32" O.C. REFER STRUCTURAL FACE OF BRICK BEYOND 1" TINTED TEM PERED INSULATED GLAZING IN PREFINISHED ALUM INUM ENTRANCES AND STOREFRONT (FINISH WITH HIGH-PERFORMANCE COATING TO MATCH EXISTING COLOR) REFER REFLECTEDCEILING PLANCONCRETE FOOTING (SEESTRUCTURAL) CONCRETE FOOTING (SEE STRUCTURAL) EXISTING FOOTING (2) #5 BARS CONTINUOUS (2) #5 BARS X 28" LONG AT 12" O.C. W ITH M INIM UM 6" EPOXY EM BED INTO EXISTING FOOTING 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 REINFORCING AT 16" O.C. VERTICAL W HITE ADHERED M EM BRANE ROOF ON 3/4" FIRE-RETARDANT- TREATED PLYW OOD DECK 6" 16 GAGE STEEL FRAM ING AT 16" O.C.