Loading...
HomeMy WebLinkAbout16040138 Building PlansSHEET INDEX:! ! T100 COVER SHEET C100 DEMO PLAN C200 SITE PLAN S001 GENERAL NOTES S002 TYPICAL DETAILS S100 FOUNDATION PLAN S101 FLOOR FRAMING S102 ROOF FRAMING A100 MAIN FLOOR PLAN A200 EXTERIOR ELEVATIONS A300 WALL SECTION / BUILDING SECTION/ GARAGE PLAN E100 MAIN FLOOR POWER / LIGHTING PLAN M100 HVAC PLAN P100 PLUMBING PLAN F100 SPRINKLER PLANS-BY OTHERS ! LOCATION MAP PROJECT ! SITE HA Z E L D E L L P K W A Y PROJECT TEAM: OWNER: EARLY EVENTS LLC! 4440 N. KEYSTONE AVENUE! INDIANAPOLIS, IN 46205! 317-542-8333! ! ARCHITECT:! MAWR DESIGN, INC.! 200 S. RANGELINE RD.! SUITE 221! CARMEL, IN 46O32! PH-317-569-5977! ! CODE CONSULTANTS:! RTM CONSULTANTS! 6640 PARKDALE PL.! INDIANAPOLIS, IN 46254! 317-329-7700 ! ! GENERAL CONTRACTOR! DELTA CONSTRUCTION, INC.! 2750 TOBEY DRIVE! SUITE 1! INDIANAPOLIS, IN 46219! 317-608-6100! ! SURVEYORS:! MILLER SURVEYING! 948 CONNER ST.! NOBLESVILLE, IN 46060! 317-773-2644! ! STRUCTURAL / CIVIL ENGINEER: SILVER CREEK ENGINEERING, INC 7225 WOODLAND DR. INDIANAPOLIS, IN 46278 317-297-5610 MECHANICAL ENGINEER: MURPHY MECHANICAL! KOKOMO, IN 46902! 765-461-9358! ! ! ! ! ! ! ! E. 116 STREET BUILDING INFO: CONSTRUCTION TYPE V OCCUPANCY TYPE A2 EXISTING SF: MAIN FLOOR 11,169 SF SECOND FLOOR 2,516 SF TOTAL EXISTING SF 13,688 SF PROPOSED ADDITIONS: LIBRARY SF 3,246 SF DELIVERY GARAGE 400 SF TOTAL SF 17,334 SF BUILDING TO BE SPRINKLED OW N E R : DRAWN BY: JAB DATE: 10/27/15 SHEET: PR O J E C T I N F O : CERTIFICATION: WWW.MAWRDESIGN.COM 765-453-1745 ARCHITECTURE + INTERIOR DESIGN T100 RE N O V A T I O N S T O : BL A C K I R I S E S T A T E S FO R M E R L Y T H E M A N S I O N O F O A K H I L L 58 0 1 E . 1 1 6 S T . CA R M E L , I N 4 6 2 1 9 EA R L Y E V E N T S , L L C . 44 4 0 N . K E Y S T O N E A V E N U E IN D I A N A P O L I S , I N 4 6 2 0 5 APPLICABLE CODES:! 2014 INDIANA BUILDING CODE! GENERAL ADMINISTRATIVE RULES, 2ND EDITION (GAR)! 2014 INDIANA FIRE CODE! 2009 INDIANA ELECTRICAL CODE! 2014 INDIANA MECHANICAL CODE! 2012 INDIANA PLUMBING CODE! 2010 INDIANA ENERGY CONSERVATION! * CODE REFERENCED UNLESS OTHERWISE NOTED ICE EXISTING 8,653 SF! TO BE SPRINKLEDEXISTING -2,516 MAIN FL SF! 2,516 SECOND FL. SF! NOT SPRINKLED! EXISTING TWO HOUR SEPARATION WALL PROPOSES 3,246 SF! TO BE SPRINKLED PROPOSES 400 SF! TO BE SPRINKLED RENOVATIONS TO: BLACK IRIS ESTATES FORMERLY THE MANSION OF OAK HILL 5801 E. 116 ST. CARMEL, IN 46219 N BUILDING CONTAINS SEPARATION WALLS! ! BUILDING IS SPRINKLED! ! WALL MOUNTED FIRE EXTINGUISHER IN CABINET N N "DIG SAFELY" "IT'S THE LAW" 1-800-382-5544 BL A C K I R I S E S T A T E S 58 0 1 E A S T 1 1 6 T H S T . , C A R M E L , I N BU I L D I N G A D D I T I O N TH O M A S C A T E R E R S O F D I S T I N C T I O N 44 4 0 N . K E Y S T O N E A V E N U E IN D I A N A P O L I S , I N D I A N A 4 6 2 0 5 "DIG SAFELY" "IT'S THE LAW" 1-800-382-5544 BL A C K I R I S E S T A T E S 58 0 1 E A S T 1 1 6 T H S T . , C A R M E L , I N BU I L D I N G A D D I T I O N TH O M A S C A T E R E R S O F D I S T I N C T I O N 44 4 0 N . K E Y S T O N E A V E N U E IN D I A N A P O L I S , I N D I A N A 4 6 2 0 5 GENERAL NOTES BL A C K I R I S E S T A T E S 58 0 1 E A S T 1 1 6 T H S T . , C A R M E L , I N BU I L D I N G A D D I T I O N TH O M A S C A T E R E R S O F D I S T I N C T I O N 44 4 0 N . K E Y S T O N E A V E N U E IN D I A N A P O L I S , I N D I A N A 4 6 2 0 5 BL A C K I R I S E S T A T E S 58 0 1 E A S T 1 1 6 T H S T . , C A R M E L , I N BU I L D I N G A D D I T I O N TH O M A S C A T E R E R S O F D I S T I N C T I O N 44 4 0 N . K E Y S T O N E A V E N U E IN D I A N A P O L I S , I N D I A N A 4 6 2 0 5 BL A C K I R I S E S T A T E S 58 0 1 E A S T 1 1 6 T H S T . , C A R M E L , I N BU I L D I N G A D D I T I O N TH O M A S C A T E R E R S O F D I S T I N C T I O N 44 4 0 N . K E Y S T O N E A V E N U E IN D I A N A P O L I S , I N D I A N A 4 6 2 0 5 BL A C K I R I S E S T A T E S 58 0 1 E A S T 1 1 6 T H S T . , C A R M E L , I N BU I L D I N G A D D I T I O N TH O M A S C A T E R E R S O F D I S T I N C T I O N 44 4 0 N . K E Y S T O N E A V E N U E IN D I A N A P O L I S , I N D I A N A 4 6 2 0 5 BL A C K I R I S E S T A T E S 58 0 1 E A S T 1 1 6 T H S T . , C A R M E L , I N BU I L D I N G A D D I T I O N TH O M A S C A T E R E R S O F D I S T I N C T I O N 44 4 0 N . K E Y S T O N E A V E N U E IN D I A N A P O L I S , I N D I A N A 4 6 2 0 5 6'-0"48'-0"PROPOSED FLOOR PLAN SCALE-1/8"-1'-0" OW N E R : DRAWN BY: JAB DATE: 11/27/15 SHEET: PR O J E C T I N F O : CERTIFICATION: WWW.MAWRDESIGN.COM 765-453-1745 ARCHITECTURE + INTERIOR DESIGN EA R L Y E V E N T S , L L C . 44 4 0 N . K E Y S T O N E A V E N U E IN D I A N A P O L I S , I N 4 6 2 0 5 RE N O V A T I O N S A N D A D D I T I O N S T O : BL A C K I R I S E S T A T E S FO R M E R L Y T H E M A N S I O N O F O A K H I L L 58 0 1 E . 1 1 6 T H S T . CA R M E L , I N 4 6 0 3 3 A100 45 ' - 1 0 " 10 ' - 2 " 56 ' - 0 " 6'-0" 60'-0" 6'-0" WIDEN EXISTING OPENING! TO 6' 6'-0" 6' - 0 " DUMPSTER 16'X7' OH. DR. DELIVERY GARAGE! GATE LIBRARY CLOSET BEVERAGE ROOM DN 24 " 24 " 3' - 1 0 " 25'-4"9'-8" 5'-0" 66'-0" POCKET DR. 8' - 2 " ADDITION ICE WORK COUNTER WORK COUNTER 6' - 8 " 6' - 8 " 10 ' - 1 0 " 10 ' - 1 0 " 10 ' - 1 0 " 30'-0" 12'-0"9'-2" 8'-10" 30'-0" 12'-0"9'-2" 8'-10" A A A A A A A A B B B B 6' - 0 " 3'-4" 6' - 0 " 4'-4" A B WINDOWS:! METAL CLAD EXTERIOR FINISH WITH WOOD! INTERIOR FINISH W/ 1" FIXED INSULATED ! DBL PANE GLASS. FIN FLOOR ELE. 6'-4" 7' - 2 " 2' - 8 " DOOR-D100C:! ALUMINUM ANODIZED WHITE FRAME! W/ TEMPERED GLASS / PANIC HARDWARE WALL LEGEND! ! NEW WALLS! ! EXISTING WALLS! ! SEPARATION WALLS! ! EXISTING FILLED WALLS COFFERED! CEILING 6 1/2" 1/2" GYP. BD. 2X6@16" O.C. STUD WALL 1/2" FOAM BOARD HARDI PLANK SIDING W1 W1W1 W1 W1 PHASE-2 W2 R-19 INSULATION 6 1/2" 1/2" GYP. BD. 2X6@16" O.C. STUD WALL SOUND INSULATION 6 1/2" 1/2" GYP. BD. 2X6@16" O.C. STUD WALL W3 WALL TYPES W2W3 COOLER 20'-0" 100 101102 D1 0 0 A D1 0 0 B D102 D101A D100C DN 20 ' - 0 " A! A300 B! A300 D! A300 C! A300 MDP E! A300 FIN FLOOR ELE. 7' - 2 " DOOR-D100A / D100B:! METAL H.M. FRAME W/ SOLID CORE! WOOD VENEER DOOR- ONE HOUR LABEL! PANIC HARDWARE! 3'-4" 7' - 2 " 3'-4" 7' - 2 " D101A DOOR-D102 / D101A / D101B! METAL H.M. FRAME W/ SOLID CORE! WOOD VENEER DOOR- PASSAGE HARDWARE ! 3'-4" 7' - 2 " NOTE:! ALL FOOD WILL BE PREPARED! OFFSITE, AND DELIVERED PER! EACH EVENT OW N E R : DRAWN BY: JAB DATE: 12/08/15 SHEET: PR O J E C T I N F O : CERTIFICATION: WWW.MAWRDESIGN.COM 765-453-1745 ARCHITECTURE + INTERIOR DESIGN RE N O V A T I O N S A N D A D D I T I O N S T O : BL A C K I R I S E S T A T E S FO R M A L L Y T H E M A N S I O N O F O A K H I L L 58 0 1 E . 1 1 6 T H S T . CA R M E L , I N 4 6 0 3 3 A200 FIN. FLOOR ELE. 0'-0" 60'-0" NORTH ELEVATION SCALE-3/16"-1'-0" OW N E R : DRAWN BY: JAB SHEET: PR O J E C T I N F O : CERTIFICATION: WWW.MAWRDESIGN.COM 765-453-1745 ARCHITECTURE + INTERIOR DESIGN RE N O V A T I O N S A N D A D D I T I O N S T O : BL A C K I R I S E S T A T E S FO R M E R L Y T H E M A N S I O N O F O A K H I L L 58 0 1 E . 1 1 6 T H S T . CA R M E L , I N 4 6 0 3 3 WEST ELEVATION SCALE-3/16"-1'-0" 45'-10"10'-2" 56'-0" NEW RED BRICK VENEER FACADE OVER EXISTING ROUND! CONCRETE COLUMNS-TYPICAL RED BRICK LATTICE BETWEEN EXISTING! CONCRETE COLUMNS-TYPICAL, EAST WEST,! AND SOUTH COLUMNS EXISTING BRICK TO REMAIN REMOVE EXISTING PLANTERSEXISTING SIDING EXISTING BRICK TO REMAIN ADD SHUTTERS HARDIPLANK SIDING NEW RAILING NEW HARDIPLANK SIDING NEW PAVERS RED BRICK LATTICE HARDIPLANK SIDING E X I S T I N G E X I S T I N G ROOF SHINGLES FIN. FLOOR ELE. 33'-4" T.O.P. 12'-0" 10'-0" T.O.P. 12'-0" FIN. FLOOR ELE. 0'-0" 44 12 EA R L Y E V E N T S , L L C . 44 4 0 N . K E Y S T O N E A V E N U E IN D I A N A P O L I S , I N 4 6 2 0 5 OW N E R : DRAWN BY: JAB DATE: 12/08/15 SHEET: PR O J E C T I N F O : CERTIFICATION: WWW.MAWRDESIGN.COM 765-453-1745 ARCHITECTURE + INTERIOR DESIGN RE N O V A T I O N S A N D A D D I T I O N S T O : BL A C K I R I S E S T A T E S FO R M A L L Y T H E M A N S I O N O F O A K H I L L 58 0 1 E . 1 1 6 T H S T . CA R M E L , I N 4 6 0 3 3 A300 OW N E R : DRAWN BY: JAB SHEET: PR O J E C T I N F O : CERTIFICATION: WWW.MAWRDESIGN.COM 765-453-1745 ARCHITECTURE + INTERIOR DESIGN RE N O V A T I O N S A N D A D D I T I O N S T O : BL A C K I R I S E S T A T E S FO R M E R L Y T H E M A N S I O N O F O A K H I L L 58 0 1 E . 1 1 6 T H S T . CA R M E L , I N 4 6 0 3 3 EA R L Y E V E N T S , L L C . 44 4 0 N . K E Y S T O N E A V E N U E IN D I A N A P O L I S , I N 4 6 2 0 5 T.O.P. 12'-0" 4 12 FIN FL. ELE 00'-0" PRE-ENGINEERED ROOF TRUSS @ 24"O.C. R-38 INSULATION 5/8 GYP. BD CEILING BUILT DOWN COFFERED CEILING BUILT IN CABINETRY 2X6 @ 16" O.C. STUD WALL R-19 INSULATION HARDI PLANK SIDING 4" CONCRETE SLAB 3" FOAM INSULATION-R-13 1/2" GYP. BD. ROOF SHINGLES 15# FELT 5/8" OSB ROOF DECKING METAL ROOF EDGE 4 12 R-38 INSULATION 5/8" GYP. BD. FIN. GRADE 1/2" SUB SIDING R-13 MIN WALL INSULATION ALUM. FASCIA AND! PERF. SOFFIT FIELD RESOLVE FINISH! GRADE BUILDING CROSS SECTION-A SCALE-1/4"-1'-0" R-19 MIN WALL INSULATION WALL SECTION-B SCALE-1/4"-1'-0" T.O.P. 12'-0" FIN FL. ELE 00'-0" 2X6 WALL STUD 16"0.C. 1/2" GYP. BD. ROOF SHINGLES 15# FELT 5/8" OSB ROOF DECKING METAL ROOF EDGE 4 12 R-38 INSULATION 5/8" GYP. BD. FIN. GRADE 1/2" SUB SIDING R-13 MIN WALL INSULATION ALUM. FASCIA AND! PERF. SOFFIT FIELD RESOLVE FINISH! GRADE R-19 MIN WALL INSULATION T.O.P. 10'-0" 2X4 WALL STUD 16"0.C. FIN FL. ELE 00'-0" HARDI PLANK SIDING PRE-ENGINEERED ROOF TRUSS @ 24"O.C. PRE-ENGINEERED ROOF TRUSS @ 24"O.C. 8" 1' - 0 " 1'-4" 4" POURED CONCRETE FOOTING 2-#4 HORIZONTAL W/! 24" LAP TYPICAL 1-1/2" RIGID STYROFOAM 1/2' DIA. A.B. @ 48" O.C. TREATED BOTTOM PLATE 4" CONC. SLAB W/ REINF. W.W. MESH! OVER, 6 MILL VAPOR BARRIER ON ! COMPACT GRAVEL FILL 24" ELEVATION-C SCALE-1/4"-1'-0" ELEVATION-D SCALE-1/4"-1'-0" WALL SECTION-E SCALE-1/4"-1'-0" HARDI PLANK SIDING ROOF SHINGLES GARAGE TRUSS LOADING:! ! 30# SNOW LOAD! 10# DEAD LOAD! ! 40# TOTAL LOAD! ! UL 90 WIND LOAD ROOF! 80 MPH STRUCTURAL WIND LOAD 16' X 8' OH. DOOR HARDI PLANK SIDING LIGHTING PLAN SCALE-1/8"-1'-0" POWER PLAN SCALE-1/8"-1'-0" OW N E R : DRAWN BY: JAB DATE: 11/27/15 SHEET: PR O J E C T I N F O : CERTIFICATION: WWW.MAWRDESIGN.COM 765-453-1745 ARCHITECTURE + INTERIOR DESIGN EA R L Y E V E N T S , L L C . 44 4 0 N . K E Y S T O N E A V E N U E IN D I A N A P O L I S , I N 4 6 2 0 5 RE N O V A T I O N S A N D A D D I T I O N S T O : BL A C K I R I S E S T A T E S FO R M E R L Y T H E M A N S I O N O F O A K H I L L 58 0 1 E . 1 1 6 T H S T . CA R M E L , I N 4 6 0 3 3 E100 E E E E S ! ! 2'X2' FLUORESCENT LAY IN ! ! ! RECESSED CAN FIXTURE! ! ! TUBE WALL SCONCE! ! ! DUAL HEAD EMERGENCY! FIXTURE W/ BATTERY BACK UP! ! ! EXHAUST FAN! ! ! EXIT LIGHT WITH BATTERY PACK! ! ! SWITCH! ! OUTLET! ! WATER PROOF OUTLET! ! GROUND FAULT INTERRUPTER ! ! DATA / PHONE ELECTRICAL LEGEND WP GFI GFI WP WP PANEL DIAGRAM EXISTING ! MAIN DISTRIBUTION PANEL! 800 AMP EXISTING! SUB PANEL-A &B! 200 AMP EXISTING! SUB PANEL-C! 200 AMP EXISTING! SUB PANEL-D &E! 200 AMP EXISTING! SUB PANEL-F &G! 100 AMP EXISTING! SUB PANEL-H! 100 AMP! TO BE USED ! FOR NEW ! ADDITIONS EXISTING! 100 AMP SUB PANEL 1! 3! 5! 7! 9! 11! 13! 15! 17! 19! 21! 23! 25! 27! 29! 31! 33! 35! 37! 39 2! 4! 6! 8! 10! 12! 14! 16! 18! 20! 22! 24! 26! 28! 30! 32! 34! 36! 38! 40 BOOSTER HEATER DRYER 50 A 50 A 50 A 30 A 30 A LIGHTS 20 A DISPOSAL 20 A ICE MACHINE PANEL SCHEDULE GROUNDING ISOMETRIC 30 A 30 A 30 A 20 A 20 A 20 A 20 A 20 A 20 AOUTLETS 20 A 20 ACOFFEE S S S FURNACE-1 FURNACE-2 AC-1 AC-2 50 A 50 A 50 A 50 A S S S S S S SS DISCONNECT 4 12 ROOM TRUSS OW N E R : DRAWN BY: JAB DATE: 11/27/15 SHEET: PR O J E C T I N F O : CERTIFICATION: WWW.MAWRDESIGN.COM 765-453-1745 ARCHITECTURE + INTERIOR DESIGN EA R L Y E V E N T S , L L C . 44 4 0 N . K E Y S T O N E A V E N U E IN D I A N A P O L I S , I N 4 6 2 0 5 RE N O V A T I O N S A N D A D D I T I O N S T O : BL A C K I R I S E S T A T E S FO R M E R L Y T H E M A N S I O N O F O A K H I L L 58 0 1 E . 1 1 6 T H S T . CA R M E L , I N 4 6 0 3 3 M100 HVAC PLAN SCALE-1/4"-1'-0" UNIT-1 UNIT-2 30"X 54" PULL! DN. STAIR CONDITIONED ! HVAC ROOM 26 " X 1 0 " S U P P L Y 20 " X 1 0 " S U P P L Y 20 " X 1 0 " S U P P L Y 16 " X 1 0 " S U P P L Y 8" 8" 8"6" 8"6" 8" 6" 8" 8"8" UNIT-1 26 " X 1 0 " S U P P L Y 20 " X 1 0 " S U P P L Y 20 " X 1 0 " S U P P L Y 16 " X 1 0 " S U P P L Y 8" 8" 8" 6" 8" 6" 6" 8"8" UNIT-2 6" 6" 6" 6" 6" 8" 8" 8" 14" 14" 6" 8" 14" 14" 30 " X 1 0 " 30 " X 1 0 " 20 " X 1 0 " 20 " X 1 0 " UNIT-1 UNIT-2 UNIT INFORMATION: UNIT: 1,2-FURNACE-YORK-MODEL TG9S120D20MP11 2000 CFM, MBH INPUT 120, OUTPUT 114 TOTAL UNIT AMPS 17.0 GAS-ELECTRICAL-208/230/3/60 EVAPORATER COILS-YORK MC62D3X(C,T)1 AC-1,2 CONDENSER-YORK-MODEL YCJD60S4(3,4)S4(E) COIL MODEL FC64D, 5 TON 1600 CFM 13.50 SEER, 11.50 EER -ELECTRICAL-208/230/3/60 GENERAL NOTES: 1.REGISTERS TYPE TBD 2.ALL DUCTWORK TO BE INSULATED W/ 1-1/2" R6.0 SHEET METAL 3.FLUES TO TERMINATE THROUGH ROOF W/ CONCENTRIC KIT 4.5' MEDIA FILTER 5.ALL SUPPLY DICTS TO HAVE VOLUME DAMPERS 6.AC TO HAVE LOW AMBIENT CONTROLS W/ CRANK CASE HEATERS 7.EVAP TO OIL TRAPS 8.UNIT SIZED TO PROVIDE PROPER HEATING AND COOLING FOR 200 MAX. CAP 180 PER SQUARE FOOTAGE 9.CONDENSING UNITS 208/230 VOLTS-THREE PHASE 10.PROVIDE CONDSATE DRAIN FOR UNIT 1,2 AC-1,2 TO BE LOCATED ON EXISTING FLAT ROOF PLUMBING PLAN SCALE-1/4"-1'-0" OW N E R : DRAWN BY: JAB DATE: 11/27/15 SHEET: PR O J E C T I N F O : CERTIFICATION: WWW.MAWRDESIGN.COM 765-453-1745 ARCHITECTURE + INTERIOR DESIGN EA R L Y E V E N T S , L L C . 44 4 0 N . K E Y S T O N E A V E N U E IN D I A N A P O L I S , I N 4 6 2 0 5 RE N O V A T I O N S A N D A D D I T I O N S T O : BL A C K I R I S E S T A T E S FO R M E R L Y T H E M A N S I O N O F O A K H I L L 58 0 1 E . 1 1 6 T H S T . CA R M E L , I N 4 6 0 3 3 P100 DRAIN SINK CO TO EXISTING! SANITARY PLUMBING ISOMETRIC UP TO MECH. ROOM ABOVE 3" 2" 2" 2" 2" VTR TO EXISTING! SANITARY