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Home My WebLink About17060277.1ATIONS-r ADJ- ADJACENT LL- LIVE LOAD .25<1.0, OK AFF- ABOVE FINISHED FLOOR LLH- LONG LEG HORIZONTAL EXTERIOR SOUTH ALT- ALTERNATE LLV- LONG LEG VERTICAL NONE ALUM -ALUMINUM LVL- LAMINATED VENEER LUMBER NONE BRG- BEARING MAX- MAXIMUM BS- BOTH SIDES MBH- 1000 BTU/ HOUR ??psf CL (COLLATERAL) BTB- BACK TO BACK MC- MECHANICAL CONTRACTOR now. CB- CIRCUIT BREAKER MFR- MANUFACTURER I CJ- CONTROL JOINT MIN- MINIMUM CLG- CEILING NIC- NOT IN CONTRACT S-1 CMU- CONCRETE MASONRY UNIT OC- ON CENTER CO- CLEAN OUT OFCI- OWNER FURNISHED, CONC- CONCRETE CONTRACTOR INSTALLED CU- COPPER OF01- OWNER FURNISHED, CW- COLD WATER OWNER INSTALLED D- DEEP/ DEPTH OTO- OUT -TO -OUT DISC- DISCONNECT PC- PLUMBING CONTRACTOR DL- DEAD LOAD 0- PHASE, DIAMETER DS- DOWN SPOUT PLAM- PLASTIC LAMINATE ------ - --- DWG- DRAWING (S) RO- ROUGH OPENING SNOW LOAD— SL: 125psf EC- ELECTRICAL CONTRACTOR ROW- RIGHT OF WAY ELEC- ELECTRIC(AL) SIM- SIMILAR EQUP- EQUIPMENT S4S- SURFACED 4 SIDES EW- EACH WAY T&B- TOP & BOTTOM EWC- ELECTRIC WATER COOLER T&G- TONGUE & GROOVE FD- FLOOR DRAIN TEMP- TEMPORARY FRP- FIBERGLASS REINFORCED PLASTIC TYP-TYPICAL (THIS CONDITION GC- GENERAL CONTRACTOR OCCURS MANY TIMES) GPM- GALLONS PER MINUTE UNO- UNLESS NOTED OTHERWISE GB- GYPSUM BOARD (DRYWALL) VCT- VINYL COMPOSITION TILE H- HIGH VERT- VERTICAL HB- HOSE BIBB VTR- VENT THROUGH ROOF HORIZ- HORIZONTAL W- WIDE/ WIDTH HT- HEIGHT WC- WATER CLOSET HVAC- HEATING, VENTILATION, & AIR W/- WITH CONDITIONING W/O- WITHOUT HW- HOT WATER WH- WATER HEATER INSUL- INSULATION WT- WEIGHT KB -KNEE BRACE WWF- WELDED WIRE FABRIC SECTION TAG t SECTION NO. - x( --SHEET NO. DOOR TAGS DOOR NO. A 3 OR A F— ELEV. NO. HARDWARE SET (IF SHOWN) ELEVATION TAG WINDOW TAGS >-V___ ELEVATION NO.SHEET NO. O �- ELEV. NO. NTERIOR ELEVATION TAG ROOM TAG ELEVATION N0. ENTRY- ROOM NAME 1 E-- SHEET N0. 1 (-- ROOM NO. - �- A E --VIEW DETAIL TAG DETAIL NO 0( -SHEET NO. HEIGHT TAGS 100'-0" ELEVATION HEIGHT FIN. FLR. DESCRIPTION 100'-0" �—ELEVATION HEIGHT BULKHEAD (—DESCRIPTION FINISH TAGS 0Q ( FLOOR TYPE WALL TYPE CEILING TYPE log LIFE SA -F ALLOWABLE AREA OCCUPANCY E TYPE OF CONSTRUCTION II—B ADDITION AREA 1,212 sf EXISTING BUILDING AREA 19,100 sf BASIC ALLOWABLE AREA, At= 26,500 sf +506.2 FRONTAGE INCREASE, If= — sf +506.3 SPRINKLER INCREASE, Is= 53,300 sf ADJUSTED ALLOWABLE AREA, Aa= 79,500 sf USAGE FACTOR (ACT./ ALLOW.) 20,312/79,500 TOTAL USAGE .25<1.0, OK FIRE RESISTANCE 1 EXTERIOR NORTH NONE EXTERIOR SOUTH NONE EXTERIOR EAST NONE EXTERIOR WEST NONE FIRE SUPPRESSION SYSTEM FULLY SPRINKLED SEPARATION REQUIREMENTS NONE INCIDENTAL USE AREAS NONE EGRESS OCCUPANT LOAD AREA /FACTOR = OCC. EDUCATIONAL AREAS 1,212sf 50 25 REQ'D WIDTH @.2"/ OCC. 5" PROVIDED WIDTH 36" # OF EXITS REQ'D 1 # EXITS PROV'D FROM 1 ADDITION W # EXITS PROV'D FROM 7 ENTIRE BUILDING ALLOWABLE SOIL BEARING (MATT): 2,500psf NET IN CODE THIS PROJECT WAS DESIGNED UNDER, AND ALL WORK SHALL CONFORM WITH THE FOLLOWING: BUILDING: 2012 INTERNATIONAL BUILDING CODE EFFECTIVE DECEMBER 1, 2014 W/ INDIANA AMENDMENTS ELECTRICAL: 2009 I.E.0 BASED ON 2008 N.E.C. WITH INDIANA AMENDMENTS MECHANICAL: 2012 INTERNATIONAL MECHANICAL CODE EFFECTIVE DECEMBER 1, 2014 W/ INDIANA AMENDMENTS PLUMBING: 2006 I.P.C., W/ 2012 INDIANA AMENDMENTS ENERGY: ASHRAE 90.1 2007 EFFECTIVE 2010 W/ INDIANA AMENDMENTS FIRE CODE: 2012 INTERNATIONAL FIRE CODE EFFECTIVE DECEMBER 1, 2014 W/ INDIANA AMENDMENTS BASIC LOADS (ASD METHOD) CD P O LL START DA T-1 T-2 ALLOWABLE SOIL BEARING (STRIP): 2,000psf NET PLOT INFORM W O PLOT J ALLOWABLE SOIL BEARING (MATT): 2,500psf NET V i Z LLL Q 1 FLOOR LOAD: 20psf DL 125psf LL (LIGHT STORAGE) ROOF LOAD: 15psf DL (%) V a A-0 A-1 ??psf CL (COLLATERAL) �— Q now. A-2 20psf LL 25psf SL (AS DESIGNED) - A-3 I I S-1 SNOW PER ASCE-7 I S-2 ME -1 BASIC GROUND— Pg: 20psf EXPOSURE FACTOR— Ce: 1.0 IMPORTANCE— Is: 1.0 THERMAL FACTOR— Ct: 1.0 FLAT ROOF LOAD— Pf: 20psf 11"f =.7CeCtIsPg, 20psf min.) RAIN—ON—SNOW LOAD: 5 sf - -- ------ - --- SNOW LOAD— SL: 125psf WIND PER ASCE-7 BASIC WIND SPEED— V: 90mph IMPORTANCE— Iw: 1.0 EXPOSURE CATEGORY: "B" HEIGHT & EXPOSURE COEF.— •� 1.0 METHOD 1 DESIGN PRESSURE, (Ps=••IWPS30) MAIN WFRS— Ps: +12.8 to—15.4psf METHOD 1 DESIGN PRESSURE, COMPONENTS & CLADDING— Pnet: +5.9 to—36.8psf SEISMIC PER ASCE-7 BASIC FORCE RESIST. SYSTEM: ORDINARY STEEL CONCENTRICALLY BRACED FRAME, ORDINARY MASONRY REINFORCED SHEAR WALLS SEISMIC USE GROUP: I SITE CLASS: C DESIGN SPECTRAL RESPONSE— Sds: .136 RESPONSE FACTOR —R: 2 & 5 STRUCTURAL ANALYSIS PROCEDURE: 9.5.4, SIMPLIFIED DESIGN BASE SHEAR— V: 42.9k FLOOD THIS STRUCTURE IS NOT WITHIN A FLOOD INUNDATION ZONE CI'I'1"(1l� C:11i�fl:I.l L'I..A1'"EO\t"\tilliP & \R MEL, I\ 4003' N 10\E I i17` 571-_1 TT- I-\\ 317) 571-_400- I\TEKNE-1 PLAN AUTHENTICATION CERTIFICATION & AGREEMENT As an authorized agent responsible for permitting, including but not limited to obtaining permit/s*, I certify that these plans are identical to the plans released for construction i by the State of Indiana Department of Homeland Security, Division of Fire & Building Safety. I also understand that if it is determined that these plans are not identical, a OP Work O jr�willbe served, as re ulred under the ordinances referenced below. g �� s ut nzed Sig 're Printed Name Date ' Permitting is required under Carmel City Code under Chapter 7, entitled "Building Code", Section 9 and under Chapter 10, entitled "Zoning and Subdivisions", Section 1 and under Carmel Zoning Ordinance under Chapter 29, entitled "Administration", sections 4.2 and 4.4 and under Chapter 31, entitled "General Provisions", Section 31.1. S:IPcnnu>lf rtm.''.4Pphca�ianVVlxn Authcnticalion TITLE SHEET & DRAWING INDEX GENERAL NOTES LIFE SAFETY PLAN FLOOR PLAN EXTERIOR ELEVATIONS WALL SECTIONS FOUNDATION PLAN FRAMING PLAN MECHANICAL & ELECTRICAL PLAN VNVIC' dIHSN M01 AVT"^ MI d3S l W CD P O LL START DA OWG FINISH DA PLOT INFORM W O PLOT J Q I V Z LLL Q 1 Z (%) V a � �— Q now. LV US Ard 9200 W. SYITH YORKTOWN, INDI TELEPHONE 76 FAX 76 WEB usarchiteci JERRY G. HOFFP PARTNER KEITH L. GARY, PARTNER DRAWN: CHECKED: REVISIONS: LL1 CD P Q START DA FINISH DA PLOT INFORM FILE 'NAME: K1 PLOT DATE: 6/`. CAD OPER.: KL( SEAL ... �-;:•1ST No AR0087 STATE 'ND I f qq......... rr , SHEET T-