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Home My WebLink AboutS-201-SCHEDULESTYPICAL ABBREVIATIONS A.B. A.F.F. ADDL. ALT. ARCH. B.C.E. B.O. BLDG. BM. BOTT. BRG. BSMT. BTWN. ® CANT. CMU COL. CONC. CONN. CONT. CTRD. DWG. E.F. E.O.D. E.O.S. E.W. EA. EL. ELEV. EMBED. EQ. EQUIP. EWB EX. EXIST. EXP. EXT. FDN. FIN. FLR. FT. FTG. GA. GALV. H.P. HORIZ. I.F. IN. INFO. INT. JT. L.P. L.W. LLH LLV LWB M.E.P. M.S.T. MAX. MECH. MEZZ. MFR. MIN. MISC. N.T.S. N.W. o/c ™ PC PSF PSI PTN. REINF. REQ'D. RET'G. S.F. S.O.G. SCHED. SECT. SIM. SPECS. STIFF. STRUCT. SWB T&B T. T.O. T.O.C. T.O.S. T.S. TCELE TCERE TDS THK. TYP. U.N.O. V.I.F. VERT. W.R.T. w/ WWF ANCHOR BOLT ABOVE FINISH FLOOR ADDITIONAL ALTERNATE ARCHITECT BOTTOM CHORD EXTENSION BOTTOM OF BUILDING BEAM BOTTOM BEARING BASEMENT BETWEEN CENTERLINE CANTILEVER CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONTINUOUS CENTERED DIAMETER DRAWING EACH FACE EDGE OF DECK EDGE OF SLAB EACH WAY EACH ELEVATION ELEVATOR EMBEDMENT EQUAL EQUIPMENT EACH WAY BOTTOM EXISTING EXISTING EXPANSION EXTERIOR FOUNDATION FINISH FLOOR FEET FOOTING GAGE GALVANIZED HIGH POINT HORIZONTAL INSIDE FACE INCHES INFORMATION INTERIOR JOINT LOW POINT LIGHT WEIGHT LONG LEG HORIZONTAL LONG LEG VERTICAL LONG WAY BOTTOM MECHANICAL ELECTRICAL PLUMBING METAL STUD TRUSS MAXIMUM MECHANICAL MEZZANINE MANUFACTURER MINIMUM MISCELLANEOUS NOT TO SCALE NORMAL WEIGHT ON CENTER PLATE PILE CAP POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PARTITION REINFORCEMENT REQUIRED RETAINING STEP FOOTING SLAB ON GRADE SCHEDULE SECTION SIMILAR SPECIFICATIONS STIFFENER STRUCTURAL SHORT WAY BOTTOM TOP AND BOTTOM TOP TOP OF TOP OF CONCRETE TOP OF STEEL THICKENED SLAB TOP CHORD EXTENSION LEFT END TOP CHORD EXTENSION RIGHT END TURN DOWN SLAB THICK OR THICKENED TYPICAL UNLESS NOTED OTHERWISE VERIFY IN FIELD VERTICAL WOOD ROOF TRUSS WITH WELDED WIRE FABRIC EWT EACH WAY TOP P/C PRECAST P.A.F. POWDER ACTUATED FASTENER BP_ BEARING PLATE GB_ GRADE BEAM k KIP k-ft KIP-FEET MP_ MASONRY PIER NBL NON BEARING LINTEL WP WALL PLATE WC WET COLUMN Ø DESIGN LOAD SCHEDULE COMPONENT AREACONCRETE SLAB STEEL CEILING COLLATERAL OFFICESLAB ON GRADETOTAL DEAD LOAD TOTAL LIVE LOAD TOTAL LOAD (ALL LOADS SHOWN ARE IN POUNDS PER SQ. FT.) ROOF & INSULATION 150 38 5 3 208150 250 100 263 55 TERRACE38 5 3 ROOF38 5 3 228 338 100 208 228 20 3" TOPPING PENTHOUSE ROOF5 5 3 25 45 20 PRECAST PAVERS 12 7 12 12 150 150 150 25 LATERAL LOAD DESIGN SCHEDULE SNOW DESIGN LOAD SCHEDULE INTERNATIONAL BUILDING CODE 2012/ASCE 7- 10 WIND LOAD SEISMIC LOAD INTERNATIONAL BUILDING CODE 2012/ASCE 7- 10 1.0 TABLE 7-3tCTHERMAL FACTOR SECTIONSEISMIC BASE SHEAR 12.8.1 SECTION II 3 3 d D1 DS TABLE 1604.5 SECTION 1609.4.3 FIGURE 1609 B II 115 MPH - V TABLE 12.2-1 12.2-1 TABLE TABLE 12.2-1 20.3-1 TABLE SECTIO N 11.6 TABLE 1604.5 SECTION 1613.3.4 1613.3.40.158 0.131 B D C R - - - - S S DEFLECTION AMPLIFICATION FACTOR RESPONSE MODIFICATION COEFFICIENT SEISMIC FORCE-RESISTING SYSTEM SITE CLASSIFICATION SEISMIC DESIGN CATEGORY OCCUPANCY CATEGORY (1) SECOND PERIOD SPECTRAL ACCELERATION SHORT PERIOD SPECTRAL ACCELERATION REFERENCEVALUE SYMBOLITEM WIND EXPOSURE CATEGORY RISK CATEGORY BASIC WIND SPEED (3 SEC. GUST) REFERENCEVALUESYMBOL ITEM Pg P f eC IMPORTANCE FACTOR SNOW LOAD 1.0 TABLE 1.5-2 TABLE 7-2 SECTION 7.3 FIGURE 1608.2 1.0 20 PSF 20 PSF I SNOW EXPOSURE FACTOR FLAT-ROOF SNOW LOAD GROUND SNOW LOAD REFERENCEVALUESYMBOLITEM s TABLE 1.5-2IMPORTANCE FACTOR E I ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE SECTION 12.8 V 380k 1.0 * ** - * INDICATES PENTHOUSE ROOF - STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE ** INDICATES ORDINARY PRECAST SHEAR WALLS CONCRETE/STEEL LINTEL SCHEDULE (NON- BEARING WALLS) WIDTH OF OPENING UP TO 2'-11" 3'-0" TO 3'-11" 6'-0" TO 8'-0" (1) #4 TOP & BOTTOMž3 1/2x3 1/2x5/16 ž4x3 1/2x5/16 (1) #4 TOP & BOTTOM (1) #5 TOP & BOTTOM STEEL FOR EACH 4" OF WALL THICKNESS REMARKSREINF. CONC. FOR EACH 4" OF WALL THICKNESS ž6x3 1/2x5/16 NOTES: 1) ALL CONCRETE LINTELS SHALL BE 4000 PSI CONCRETE AT 28 DAYS WITH GRADE 60 REINFORCING 2) ALL STEEL LINTELS SHALL BE ASTM A-36. 3) FILL CMU VOIDS SOLID (2) COURSES BELOW LINTEL BEARING. 4) ALL LINTELS SHALL HAVE 8" MINIMUM BEARING U.N.O. 5) ALL CONCRETE LINTELS SHALL BE 8" DEEP, U.N.O. 4'-0" TO 5'-11" ž5x3 1/2x5/16 (1) #4 TOP & BOTTOM 8'-1" TO 10'-0" (1) #5 TOP & BOTTOMž6x3 1/2x3/8 TYPICAL HEADER DETAIL METAL STUD HEADER SCHEDULE 6T18 (TOP & BOTT.) SEE SCHED. FOR SIZE KICKERS REQ'D @ 4'-0" o/c KICKERS REQ'D @ 4'-0" o/c @ 4'-0" o/c KICKERS REQ'D N.R. N.R. (2) STUD (2) STUD (2) STUD (2) STUD (2) 14J12 16'-0" TO ABOVE (2) 10SW14 10'-0" TO 12'-0" (2) 12SW12 JAMB STUDS BRACINGMETAL STUD LINTEL SIZE (2) 8SW14 (2) 6SW16 (2) STUD 12'-0" TO 16'-0" 7'-0" TO 10'-0" UP TO 7'-0" WIDTH OF OPENING (NON- BEARING WALLS) SS ROC PROFE.AI GNNIOLAE RER SASTATE OF 860325 NNID No. A ENI R M IED EG N TSE Y MOC DE c SHEET TITLE SHEET NUMBER RATIO 101 South Pennsylvania Street Indianapolis, Indiana 46204 317-633-4040 Architect McComas/O'Donnell & Naccarato Structural Engineer Civil Engineer Mechanical / Plumbing Design/Builder 1717 E. 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 Kimley Horn 250 East 96th Street, Suite 580 Indianapolis, Indiana 46240 DEEM LLC 6831 E 32nd Street Indianapolis, Indiana 46226 KEY PLAN B A HOTEL PROJECT NO. SHEET ISSUE SEAL | DATE COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. TRAINING CENTER **-ALL DRAWINGS MARKED AS PART OF AN "EARLY" SUBMISSION PACKAGE ARE ISSUED PRIOR TO COMPLETION OF OTHER DESIGN DISCIPLINES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL OR MECHANICAL DESIGNS; AND AS SUCH, ARE INCOMPLETE BY NATURE FOR THE COMPREHENSIVE SCOPE OF THE PROJECT. ALLOWANCES FOR STRUCTURAL ELEMENTS REQUIRED DUE TO THE COMPLETION AND CROSS-COORDINATION OF ALL OTHER DISCIPLINES SHOULD BE MADE. 1717 EAST 116TH STREET | SUITE 200 | CARMEL, IN. 46032 (317) 580-0402 | WWW.O-N.com | Project No. 7167.0013.00 SHELL & CORE PERMIT SET 10/15/21 Electrical Design/Builder Barth Electric Co., Inc. 1934 N. Illinois Street Indianapolis, Indiana 46202 10/15/2021 2:23:21 PMS-201 SCHEDULES 21040.000 Republic Airways Training Center 12195 N. Meridian St. Carmel, Indiana 46032 COLUMN FOOTING SCHEDULE (5,000 psf SOIL BRG.... MARK DIMENSIONS REINFORCINGLENGTH WIDTH THICKNESS F50A 5'-0" 5'-0" 2'-8" (6) #6 EWB F70 7'-0" 7'-0" 2'-0" (9) #6 EWB F70A 7'-0" 7'-0" 2'-8" (9) #6 EWB F70B 7'-0" 7'-0" 3'-2" (9) #6 EWB F90A 9'-0" 9'-0" 2'-8" (9) #7 EWB F90B 9'-0" 9'-0" 3'-2" (9) #7 EWB F110 11'-0" 11'-0" 2'-8" (10) #8 EWB F120 12'-0" 12'-0" 2'-10" (9) #9 EWB F130 13'-0" 13'-0" 3'-2" (11) #9 EWB WALL FOOTING SCHEDULE MARK DIMENSIONS REINFORCINGWIDTH DEPTH F20.12 2'-0" 1'-0" (3) #4 LWB. #4@24" SWB F36.22 3'-6" 1'-10" (6) #5 LWB #4@24 SWB F40.26 4'-0" 2'-2" (6) #6 LWB #4@24 SWB F50.32 5'-0" 2'-8" (6) #7 LWB #4@24 SWB F60.38 6'-0" 3'-2" (9) #7 LWB #4@24 SWB POST UP SCHEDULE MARK SIZE BASE PLATE ANCHOR RODS REMARKS PU1 HSS6x6x1/4 3/4x12x1'-0" (4) 3/4"Ø PU2 HSS5x5x5/16 3/4x6x0'-10" (4) 3/4"Ø PU3 HSS6x6x5/16 3/4x8x1'-0" (2) 3/4"Ø EXP. ANCHORS COLUMN SCHEDULE MARK SIZE BASE PLATE ANCHOR RODS REMARKS C1 HSS5x5x1/4 3/4x6x0'-10" (2) 3/4"Ø EXP. ANCHORS C2 HSS6x6x3/8 3/4x12x1'-0" (4) 3/4"Ø EXP. ANCHORS C3 HSS8x8x3/8 1x14x1'-2" (4) 3/4"Ø 1 DESIGN DEVELOPMENT 10/01/21 2 CONSTRUCTION DOCUMENTS 10/15/21 10/15/21 10/19/22