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Home My WebLink AboutSite Plans Stamped Approved 07-30-19 818' 818' 819' 820' 821' 822' 822' 823' 824' 819' 820' 821' 822' 822' 823' 824' 820'MERIDIAN STKEYSTONE AVEPENDLETON PIKE 38 TH ST I -70 WASHINGTON STI-465I-465 I-65SMICHIGAN RDI- 65N I-70 ROCK V I LLE RD INDIANAPOLIS SITE LOCATION LOCATION MAP SCALE: N.T.S.I-69CENTER LINE ABOVE FINISH FLOOR AIR CONDITIONER ALUMINUM BELOW FINISH FLOOR BUILDING CABINET CARPET CEILING CERAMIC TILE CLOSET COLUMN CONCRETE MASONRY UNIT CONTINUOUS DEMOLITION DETAIL DIAMETER DOWN DOWNSPOUT DRAWING ELEVATOR EQUIPMENT EXISTING EXTERIOR FEET FINISH FIRE EXTINGUISHER FLOOR DRAIN FOOTING GLASS, GLAZING GYPSUM HEIGHT HOLLOW CORE HOLLOW METAL INSULATION INTERIOR CL AFF A/C ALUM BFF BLDG CAB CPT CLG CT CLO COL CMU CONT DEMO DTL DIA DN DS DWG ELEV EQUIP EXIST EXT FT FIN FE FD FTG GL GYP HT HC HM INSUL INT JUNCTION BOX LAMINATE LAVATORY MAXIMUM METAL MECHANICAL MINIMUM MIRROR NOT TO SCALE NUMBER ON CENTER OWNER FURNISHED/ OWNER INSTALLED OWNER FURNISHED/ CONTRACTOR INSTALLED CONTRACTOR FURNISHED/ CONTRACTOR INSTALLED PAINT PLUMBING PROJECT REINFORCEMENT REQUIRED REVISION ROUGH OPENING SIMILAR SOAP DISPENSER SIMULATED DIVIDED LITE SQUARE FEET STANDARD STAINLESS STEEL STEEL STORAGE TYPICAL URINAL WATER CLOSET WITHOUT WOOD JB LAM LAV MAX MTL MECH MIN MIR NTS NO. O.C. OFOI OFCI CFCI PT PLBG PROJ REINF REQ REV RO SIM SD SDL SF STD SS STL STOR TYP UR WC W/O WD ELEVATION CERAMIC TILE MASONRY CONCRETE WOOD BRICK GLAZING SECTION EARTH CONT. WOOD/ BLOCKING WOOD BLOCKING SHEATHING INSULATION BOARD INSULATION RIGID INSULATION BATT INSULATION BRICK GYPSUM BD./ STUCCO CONCRETE STEEL ALUMINUMMONON TRAILEXISTING ONE-STORY DWELLING TO BE RENOVATED W/ PROPOSED NEW ADDITION 5' SIDE YARD SETBACK LINE5' SIDE YARD SETBACK LINEPROPERTY LINE33' INGRESS AND EGRESS NEW ASPHALT MOTOR COURT & DRIVEWAY 8' - 3"18' - 0" 16' - 0" 6' - 5" 66' RIGHT OF WAY4TH STREET NW SIDEWALK 5' REAR YARD SETBACK LINE 40' AGGREGATE FRONT YARD SETBACK LINE EXISTING CURB CUT SILT FENCE TO BE LOCATED ALONG PROPERTY LINE DURING CONSTRUCTION, TYP., REF: EROSION & SEDIMENT CONTROL PLAN SUMP PIT SUMP PIT SUMP PIT S88° 57' 39"W 97.75' (D) N00° 18' 29"W 150.00' (D) S88° 57' 39"W 95.53' (D) S01° 09' 22"E 149.99' (M) 150.51' (D) F.F.E. = 821.51' (TO MATCH EXISTING) LOWER LEVEL = 810.42' GARAGE = 820.55' (TO MATCH EXISTING) REAR PATIO = 821.0' 818.75 820.67 820.33 820.92 820.50 820.67 818.50819.75 820.92 MORROW FOLLETT DRAIN, 72" PIPE MORROW FOLLETT DRAIN, 22" PIPE 818.50 820.97 820.76 820.42 820.12 820.20 818.76 818.19 820.56 5' - 0"EXISTING FENCE19' - 8 1/4"5' - 0" 15' - 0 3/4" 818.72 5' - 0" 4' - 4" EXISTING STORM INLET N. RIM @ 816.73' EXISTING FENCE EXISTING OVERHEAD UTILITIES CONSTRUCTION ENTRY SUMP DISCHARGESUMP DI S C HARG E NEW 6" SCHEDULE 35 SANITARY SEWER LATERAL 33' - 0" 39.50'25.00' 2.67' 0.33' 16.94' 4.44'54.63'21.71' 29.83'17.83' 5.60'0.33'24.25'40' - 0"21.67' 10.50' 1.00'18.54'3.92' 10.63' 17.82' 21.56' 1.67'11.83' 3.77'3.60' 0.67' 1.38' 1.00' 1.00' 0.67' 0.60' 0.60' 0.67' 0.60' 1.00' 0.60' 3.60' 8' - 5 3/4"PROPERTY LINE21' - 11" APPROX. LOCATION OF EXISTING 8" SANITARY SEWER SUMP DISCHARGESEWER CLEAN OUT LOCATION BASE FLOOD ELEVATION: 816.00 MIN. FLOOD PROTECTION GRADE: 818.00 MIN. LOWEST ADJACENT GRADE OF DWELLING: 818.50 NOTE: SUBJECT PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA. 820.33 820.75 821.00 820.92 820.38 820.67 821.00 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A000 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032Cover Sheet Permit Resubmit #1 Zaniker Residence 143 4TH STREET NW CARMEL, IN 46032 SHEET INDEX #NAME ARCHITECTURAL A000 Cover Sheet A001 Topographic Survey A002 Landscape Plan & Erosion Control Plan A010 First Floor Demolition Plan A100 Foundation Plan A101 Foundation Details & Notes A110 First Floor Dimension Plan A111 Lower Level & Second Level Dimension Plans A112 First Floor Information Plan A113 Lower Level & Second Level Information Plans A114 Roof Plan A120 Enlarged Plans A130 First Floor Ceiling Plan A131 Lower Level & Second Level Ceiling Plans A140 First Floor Power Plan A141 Lower Level & Second Level Power Plan A200 Exterior Elevations A201 Exterior Elevations A300 Sections A301 Sections A400 Interior Elevations A401 Interior Elevations A600 Opening Information & Wall Section A900 3D Drawings A901 Material Palette A902 Northeast Driveway Perspective A903 Northwest Monon Perspective ROOM IDENTIFICATION SECTION CUT INDICATION DETAIL IDENTIFICATION ELEVATION SYMBOL REVISION SYMBOL SPECIFIC NOTES WINDOWS/GLAZING IDENTIFICATION DOOR IDENTIFICATION FURNITURE AND EQUIPMENT IDENTIFICATION TOILET ACCESSORIES GENERAL NOTES WALL TYPE ELEVATION ANNOTATION NORTH ARROW 1 1 NOTE 100 x FIRST LEVEL ELEV. 100'-0" 1 A1 1 A1 100 ROOM NAME 1 1 X 1 A1 VERIFICATION NOTE: CONTRACTOR SHALL VERIFY ALL DIMENSIONS/ CLEARANCES AND ALL EXISTING FIELD CONDITIONS BEFORE STARTING CONSTRUCTION. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. SHOULD DIFFERENT CONDITIONS BE FOUND, CONTACT THE ARCHITECT BEFORE STARTING ANY WORK. NORTH LOT COVERAGE CALCULATION TOTAL LOT AREA 14,496 SF TOTAL IMPERVIOUS AREA 6,362 SF LOT - FOOTPRINT = OPEN SPACE 8,134 SF IMPERVIOUS AREA/ TOTAL LOT AREA = .44 LOT COVERAGE 44% LOT COVERAGE BUILDING AREAS LOWER LEVEL 430 SF FIRST LEVEL 2,298 SF + GARAGE 514 SF SECOND LEVEL 860 SF HOUSE 3,930 SF + REAR COVERED PORCH 270 SF + DRIVEWAY 1,819 SF + WALK 343 SF TOTAL 6,362 SF DESCRIPTION OF REAL ESTATE PER INSTRUMENT No. 2013056297 A PART OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 18 NORTH RANGE 3 EAST, LOCATED IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, BEING MORE SPECIFICALLY DESCRIBED AS FOLLOWS: BEGINNING 692.50 FEET NORTH AND 99 FEET WEST OF THE NORTHEAST CORNER OF LOT 15 IN SIMEON HAWKIN'S ADDITION TO THE TOWN OF CARMEL (DEED RECORD 30, PAGE 441 ), SAID POINT OF BEGINNING BEING WESTERLY 278.50 FEET FROM THE CENTER LINE OF WILLOW STREET IN PLATED IN HENRY ROBERT HEIR'S ADDITION TO CARMEL AS RECORDED IN DEED RECORD 97, PAGE 12, IN THE RECORDS OF HAMILTON COUNTY, INDIANA; THENCE NORTHERLY 150.00 FEET PARALLEL WITH THE CENTER LINE OF SAID WILLOW STREET TO THE SOUTH LINE OF A TRACT OF LAND DESCRIBED IN DEED RECORD 133, PAGE 531, IN THE RECORDS OF HAMILTON COUNTY, INDIANA; THENCE WESTERLY 97. 75 FEET ON AND ALONG THE SOUTH LINE OF SAID LAND DECRIED IN DEED RECORD 133, PAGE 531 TO THE EASTERLY RIGHT-OF-WAY LINE OF MONON RAILROAD (ONE-HALF RIGHT-OF-WAY 33 FEET); THENCE SOUTHERLY 150.516 FEET ON AND ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID RAILROAD TO A POINT, SAID POINT BEING ON A LINE PARALLEL WITH THE NORTHERLY RIGHT-OF-WAY OF THIRD STREET NORTHWEST (RIGHT-OF-WAY 30 FEET) PRODUCED THROUGH THE POINT OF BEGINNING, THENCE EASTERLY 95.53 FEET PARALLEL WITH THE NORTHERLY RIGHT-OF-WAY LINE OF SAID THIRD STREET NORTHWEST TO THE POINT OF BEGINNING. CONTAINING 0.33 ACRE, MORE OR LESS BEING SUBJECT TO ALL APPLICABLE EASEMENTS AND RIGHT-OF-WAY OF RECORD. LAND DESCRIPTION TOTAL 4,102 SF 1" = 10'-0" 4 Architectural Site Plan 07/30/19 07/30/19 818' 818' 819' 820' 821' 822' 822' 823'24' 824' 819' 820' 821' 822' 822' 823' 824' 818' 818' 819' 820' 821' 822' 822' 823' 824' 824' 818' 819' 820' 821' 822' 822' 823' 824'MONON TRAILEXISTING ONE-STORY DWELLING TO BE RENOVATED W/ PROPOSED NEW ADDITION PROPERTY LINE33' INGRESS AND EGRESS NEW ASPHALT DRIVEWAY NEW ASPHALT MOTOR COURT 66' RIGHT OF WAY4TH STREET NW SIDEWALK MORROW FOLLETT DRAIN, 72" PIPEEXISTING FENCENEW SHADE TREE EXISTING TREE NEW SHRUBS & FOUNDATION PLANTINGS NEW SHRUBS NEW FOUNDATION PLANTINGS NEW FOUNDATION PLANTINGS NEW ORNAMENTAL TREE NEW ORNAMENTAL TREE NEW SHRUBS & FOUNDATION PLANTINGS RAISED PLANTING BED TREE PRESERVATION FENCING ALONG ENTIRE WEST PROPERTY TREE LINE TREE PRESERVATION FENCING MONON TRAILEXISTING ONE-STORY DWELLING TO BE RENOVATED W/ PROPOSED NEW ADDITION PROPERTY LINENEW ASPHALT MOTOR COURT 66' RIGHT OF WAY4TH STREET NW SIDEWALK SILT FENCE TO BE LOCATED ALONG ENTIRE PROPERTY LINE PERIMETER UNTIL ENTIRE LOT CONSTRUCTION IS COMPLETE AND 100% STABILIZED, REF: SILT FENCE DETAIL MORROW FOLLETT DRAIN, 72" PIPEEXISTING FENCECONSTRUCTION ENTRY SILT FENCE INLET PROTECTION, REF: INLET PROTECTION DETAIL TREE PRESERVATION FENCING ALONG ENTIRE WEST PROPERTY LINE EDGE OF LAND DISTURBANCE EDGE OF LAND DISTURBANCEEDGE OF LAND DISTURBANCECONCRETE WASHOUT LOCATION, MIN. 50' AWAY FROM STORM INLET TO NORTH, REF: CONCRETE WASHOUT DETAIL 50' MIN.20' MIN.200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A002 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032Landscape Plan &Erosion Control PlanPermit Resubmit #1 1" = 10'-0" 1 Landscape Plan NORTH 1" = 10'-0" 2 Erosion & Sediment Control Plan NORTH TOTAL LAND DISTURBANCE 9,048 SF 07/30/19 04 04 04 08 08 05 0505 05 05 03 01 01 01 10 01 09 01 01 01 01 01 01 02 02 02 02 02 02 0606 12 11 11 12 12 03 11 11 11 11 11 03 3' - 8" 9 1/8"10 3/8"3' - 3 1/2" 2' - 7 3/4" 4' - 0 1/8" 2' - 9 1/8"2' - 9 1/8" 13 14 12 NEW WALL NEW DOOR EXISTING WALL EXISTING DOOR DEMO WALL DEMO DOOR A. DASHED LINE(S) REPRESENT ITEMS TO BE REMOVED. COORDINATE ALL DEMOLITION WITH THE COMPLETE SET OF CONSTRUCTION DOCUMENTS. B. OWNER SHALL REMOVE EXISTING FURNITURE/CASEWORK/MISCELLANEOUS ITEMS NOT INDICATED OR SHOWN ON PLANS, AND NOT TO BE DEMOLISHED. CONTRACTOR SHALL NOTIFY OWNER IN ADVANCE WHEN OWNER ITEMS NEED TO BE REMOVED. DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL OTHER ITEMS TO BE REMOVED. C. THE MATERIALS OF DEMOLITION SHALL BE RECYCLED OR DISPOSED OF AS DICTATED BY THE "CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT PLAN" PREPARED BY THE CONSTRUCTION MANAGER. D. MATERIALS OF DEMOLITION NOT IDENTIFIED TO BE RECYCLED SHALL BE DISPOSED OF OFF-SITE UNLESS OTHERWISE DIRECTED BY OWNER. E. THE OWNER SHALL RESERVE THE RIGHT TO CLAIM ANY MATERIALS THAT ARE BEING DEMOLISHED PRIOR TO THE DEMOLITION CONTRACTOR DISPOSING OF THEM OFF-SITE. F. THE TERMS "SALVAGE FOR OWNER", SALVAGE FOR OWNER RE-USE", OR "TURNED OVER TO THE OWNER" DENOTES: 1. TAG AND IDENTIFY EACH ITEM 2. STORE IN AN ORDERLY FASHION IN A LOCATION(S) DESIGNATED BY OWNER. G. REFERENCE "SALVAGE SCHEDULE" - FOR SALVAGED ITEMS TO BE RELOCATED. H. CONTRACTOR SHALL FIELD VERIFY PORTIONS OR SECTIONS OF EXISTING WALLS TO BE FILLED IN AND SALVAGE THE NECESSARY MATERIALS REQUIRED, OR NOTIFY ARCHITECT OF POTENTIAL LACK OF THE NECESSARY INFILL MATERIALS. J. DEMOLITION CONTRACTOR SHALL COORDINATE THEIR WORK WITH OTHER PRIME CONTRACTORS AND SUBCONTRACTORS TO DETERMINE IF THERE ARE ITEMS TO BE REUSED. K. REMOVE ALL EXISTING ITEMS MADE OBSOLETE BY NEW CONSTRUCTION WHETHER INDICATED SPECIFICALLY OR NOT ON THE DRAWINGS (UNLESS NOTED OTHERWISE). L. PRIOR TO PERFORMING THE WORK THE DEMOLITION CONTRACTOR SHALL VERIFY HIS WORK IN THE FIELD WITH THE DEMOLITION DRAWINGS, NEW CONSTRUCTION DRAWINGS, AND THE ACTUAL AS-BUILT EXISTING CONDITIONS. REPORT ANY AND ALL DISCREPANCIES TO THE ARCHITECT. M. DEMOLITION SHALL FOLLOW ESTABLISHED AND LOGICAL ESTABLISHED CONSTRUCTION SEQUENCE. DEMOLITION GENERAL NOTES N. AFTER THE DEMOLITION OF MATERIALS, THE RESULTING EXPOSED SURFACES SHALL BE SMOOTH AND FLUSH WITH EXISTING SURFACES/CONDITIONS. O. ITEMS TO BE PATCHED. REMOVE ALL LOOSE OR DAMAGED MATERIAL. REFINISH TO LIKE NEW CONDITION TO MATCH ADJACENT SURFACES, OR IF CONDITION WARRANTS REPLACE IN ENTIRETY. P. "REMOVE FLOORING" DENOTES FLOOR COVERING MATERIALS INCLUDING BACKINGS, ADHESIVES, BASES, DOWN TO BUT EXCLUSIVE OF FLOOR SLABS/SUBSTRATES, AND STRUCTURAL MATERIALS UNLESS NOTED OTHERWISE. Q. REMOVE ALL WALL BASE AND ADHESIVE TO FINISHED SUBSTRATE. PREPARE SUBSTRATE TO RECEIVE NEW FINISH BASE MATERIAL. R. SURFACES TO RECEIVE NEW FINISHES (PAINT, ETC.). REMOVE ALL LOOSE OR PEELING MATERIAL. REFINISH TO LIKE NEW CONDITION TO MATCH ADJACENT FINISH SURFACES. S. WHEN NEW OPENINGS ARE TO BE CUT INTO EXISTING MASONRY WALLS, THE NEW OPENING SHALL BE A MINIMUM OF 1'-4" WIDER THAN THE FINISHED OPENING REQUIRED TO ALLOW FOR 8" MINIMUM OF NEW MASONRY TO BE "TOOTHED-IN" AT EACH SIDE (JAMB) OF OPENING. T. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, OR SUPPORT AS REQUIRED TO PREVENT MOVEMENT OR SETTLEMENT OF EXISTING BUILDING COMPONENTS OR STRUCTURE. U. REMOVE ALL ABANDONED WALL AND CEILING ELECTRICAL CONDUITS, RACEWAYS, AND JUNCTION BOXES. PATCH SURFACES TO MATCH ADJACENT SURFACES. REFERENCE: ELECTRICAL. V. MECHANICAL AND ELECTRICAL ITEMS THAT ARE CAPPED AND ABANDONED SHALL BE LOCATED BEHIND FINAL FINISH SYSTEMS IN ALL CIRCUMSTANCES. W. "REMOVE CEILING" DENOTES ALL COMPONENTS ASSOCIATED WITH THE CEILING, INCLUDING BUT NOT LIMITED TO CEILING PADS, GRIDS, SUPPORT MEMBERS, TIE WIRES, ADHESIVES AND DECORATIVE MOLDINGS TO BE REMOVED UP TO, BUT EXCLUSIVE OF STRUCTURAL MATERIALS UNLESS NOTED OTHERWISE. X. SALVAGE AND REUSE EXISTING BRICK AS DIRECTED BY THE ARCHITECT. Y. SAW CUT CLEAN AND NEAT AROUND CONCRETE COLUMNS AND BEAMS, TYPICAL. 01. REMOVE EXISTING WALLS IN THEIR ENTIRETY. PREPARE WALL INTERFACE AT EXISTING EXTERIOR WALL LOCATIONS FOR NEW FINISH TO MATCH/ALIGN WITH ADJACENT FINISHES. 02. REMOVE DOOR AND FRAMING IN ITS ENTIRETY. 03. REMOVE EXISTING WALL TO CREATE NEW OPENING. REF: DOOR & WINDOW SCHEDULES FOR OPENING INFORMATION. 04. REMOVE PLUMBING FIXTURE IN ITS ENTIRETY. 05. REMOVE CEILING AND ALL LIGHTING FIXTURES IN THEIR ENTIRETY. 06. CONCRETE WALKWAY TO BE DEMOLISHED IN ITS ENTIRETY. 07. REMOVE EXISTING WALL TO CREATE NEW OPENING. REF: DOOR SCHEDULE FOR OPENING HEIGHT. 08. REMOVE WOOD DECK AND RAILING IN ITS ENTIRETY. 09. REMOVE ALL EXISTING WALLS, DOORS, FLOORING, CEILING, LIGHTING FIXTURES, PLUMBING FIXTURES WITHIN THIS EXISTING LIVING SPACE. 10. REMOVE EXISTING GARAGE DOOR AND FILL IN TO MATCH EXISTING ADJACENT FINISHES. 11. REMOVE WINDOW IN ITS ENTIRETY. 12. REMOVE WINDOW IN ITS ENTRETY AND FILL IN TO MATCH EXISTING ADJACENT FINISHES. 13. REMOVE SLAB & PREPARE FOR NEW SLAB W/ TURNED DOWN EDGE. 14. REMOVE ROOF & ROOF FRAMING IN ITS ENTIRETY, TYP. DEMOLITION PLAN NOTES X 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A010 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032First Floor DemolitionPlanPermit Resubmit #1 1/4" = 1'-0" 1 First Floor Demolition Plan NORTH 07/30/19 5 5 4 4 7 7 11 11 A A D D G G B B 8 8 E E 2 2 2 A301 1 A301 1 1 1 A300 2 A300 1' - 0"13' - 10 3/4" 8' - 9 1/4" 6' - 2" 5' - 4 1/4" 18' - 7" 8" 6' - 8 1/4" 3' - 9 3/4"10' - 5" 3' - 8 3/4" 6' - 8 1/4" 18' - 4 3/8" 8' - 4" 4' - 2" 8' - 4" 6 6 3 3 WF24WF24 WF24F4.0 F4.0 WF20WF24WF24WF24 WF20 WF20WF20WF20 WF20 10 10 9 9 C C F F T.O. SLAB = +99' - 6" EXISTING FOUNDATION TO REMAIN, TYP. EXISTING CRAWLSPACE TO REMAIN, TYP. CRAWLSPACE 2" CONCRETE "MUD" SLAB OVER MIN. 2" EXTRUDED POLYSTYRENE ON 10 MIL VAPOR BARRIER OVER 4" MIN. COMPACTED FILL T.O. SLAB = +95' - 9" EXISTING CRAWLSPACE TO REMAIN, TYP. (NOTE: TOP OF SLAB TO BE SEALED AND USED AS FINISH FLOORING) PROVIDE SAW CUT CONTROL JOINTS 1/8" WIDE BY T/4 DEEP, (T = SLAB THICKNESS IN INCHES), TYP. SLAB ON GRADE 4" CONCRETE SLAB REINFORCED W/ 6x6 - W1.4 x W1.4 W.W.F ON 10 MIL VAPOR BARRIER OVER A MINIMUM OF 4" OF COMPACTED GRAVEL FILL WF20 F4.0 DOWEL NEW SLAB INTO EXISTING SLAB ON GRADE 4" CONCRETE SLAB REINFORCED W/ 6x6 - W1.4 x W1.4 W.W.F ON 10 MIL VAPOR BARRIER OVER A MINIMUM OF 4" OF COMPACTED GRAVEL FILL EXISTING SLAB ON GRADE MATCH T.O. FOOTING TO EXISTING FOOTING. DOWEL NEW SLAB/ FOOTING INTO EXISTING, TYP. T.O. SLAB TO MATCH ADJACENT EXISTING SLAB LOWER LEVEL CONCRETE SLAB 4" CONCRETE SLAB REINFORCED W/ 6x6 - W1.4 x W1.4 W.W.F ON 10 MIL VAPOR BARRIER OVER A MINIMUM OF 4" OF COMPACTED GRAVEL FILL WF24 WF20 WF20 WF20 F4.0 F4.0 F4.0 F4.0 F4.0 2x6 BEARING WALLPROVIDE SAW CUT CONTROL JOINTS 1/8" WIDE BY T/4 DEEP, (T = SLAB THICKNESS IN INCHES), TYP.WF24 WF24 DOWEL NEW FTG INTO EXISTING F4.0 T.O. WALL @ 99' - 2" T.O. WALL @ 99' - 2" T.O. LEDGE @ 97' - 8"3' - 6"WF42 DOWEL NEW BRICK LEDGE INTO EXISTING FOUNDATION WALL, TYP. T.O. LEDGE @ 99' - 10 1/2" 2' - 6 1/4" 6' - 2" T.O. LEDGE @ 99' - 2" T.O. LEDGE @ 99' - 2" DOWEL NEW FTG INTO EXISTING DOWEL NEW FTG INTO EXISTING T.O. SLAB = +88' - 11" 20' - 2" 2' - 9 1/4"1' - 10 1/4"4" 6" 6" 4"6" 4"8" 19' - 6" 8"10" 9 1/2"6" 4" 1' - 6 1/2"8" 1' - 3" 8" 4" 20' - 10 1/2" 8" 3' - 8 1/2"8" 3' - 10 3/8"4" 6" 9' - 8"4"6" 18' - 6 1/2"6" 3' - 11" 6" 10' - 10" 6" 17' - 9 3/4" 6" 7 7/8"4' - 5 1/2" 3' - 5 1/2" 14' - 0 7/8" 3' - 5 1/2" 8" 17' - 5 3/4" 34' - 1 1/2" 2 3/4" 5' - 0"T.O. LEDGE @ 99' - 10 1/2" T.O. FTG TO ALIGN W/ T.O. EXISTING FOOTING AT EXISTING CRAWLSPACE T.O. FTG TO ALIGN W/ T.O. EXISTING FOOTING AT EXISTING CRAWLSPACE T.O. LEDGE @ 98' - 10 1/2" T.O. WALL @ 99' - 2" 10" 4"4" 8" 4 5/8" 8" 4" T.O. LEDGE @ 98' - 10 1/2" T.O. LEDGE @ 98' - 10 1/2" T.O. WALL @ 98' - 7" T.O. WALL @ 98' - 7" T.O. LEDGE @ 96' - 7" T.O. LEDGE @ 96' - 7" 24" SUMP PIT 24" SUMP PIT 24" SUMP PIT WF20 WF484' - 3" ALTERNATE #1: REPLACE ALL FOUNDATION WALLS WEST OF GRID LINE 3 WITH 10" CMU WALLS AND 6" CMU AT BRICK LEDGE LOCATIONS.16' - 7 1/4"1' - 8"2' - 6" 1' - 8"T.O. FTG @ 95' - 7" T.O. FTG @ 94' - 7" T.O. FTG @ 92' - 7" T.O. FTG @ 90' - 7" T.O. FTG @ 88' - 7" T.O. FTG @ 95' - 7" T.O. FTG @ 94' - 7" T.O. FTG @ 92' - 7" T.O. FTG @ 90' - 7" T.O. FTG @ 88' - 7" EDGE OF SLAB 1' - 6" 3' - 0" 3' - 0"1' - 6"24" EJECTOR PIT ALTERNATE #2: 3-SEASON ROOM TO BE ON CRAWLSPACE AT SAME F.F.E. AS MAIN HOUSE. SPREAD FOOTING SCHEDULE MARK SIZE (LxWxD) REINFORCING F3.0 3'-0" x 3'-0" x 1'-0" (4) #5 EACH WAY, BOTTOM F5.0 NOTES: 1. CENTER FOOTINGS BENEATH COLUMNS, UNLESS NOTED OTHERWISE. 2. INCREASE THICKNESS OF FOOTING AS REQUIRED FOR MIN. 3" COVER AROUND ANCHOR BOLTS. WALL FOOTING SCHEDULE FTG. MARK SIZE REINFORCING WF20 1'-8"#4 @ 96" O.C. 1'-0" TRANSVERSE LONGITUDINAL (2) #5 CONT., BOTTOM NOTES: 1. ALL CONCRETE WALL FOOTINGS ARE WF24 UNLESS NOTED OTHERWISE. WIDTH DEPTH 5'-0" x 5'-0" x 1'-0" WF24 2'-0"#4 @ 96" O.C.1'-0" WF36 3'-0"#4 @ 48" O.C.1'-0" WF48 4'-0"#4 @ 12" O.C.1'-0" (2) #5 CONT., BOTTOM (3) #5 CONT., BOTTOM (4) #5 CONT., TOP & BOTTOM (5) #5 EACH WAY, BOTTOM F4.0 4-0" x 4'-0" x 1'-0" (4) #5 EACH WAY, BOTTOM F6.0 6'-0" x 6'-0" x 1'-0" (6) #5 EACH WAY, BOTTOM WF42 3'-6"#4 @ 24" O.C.1'-0"(3) #5 CONT., BOTTOM A. FIRST FLOOR REFERENCE ELEVATION = 100'-0" B. LOWER LEVEL REFERENCE ELEVATION = 88'-11" C. DOWEL ALL SLABS, STAIRS, AND RAMPS INTO FOUNDATION WALLS W/ #4 X 1'-6" @ 16" O.C., AT ALL DOOR OPENINGS. D. SAW CUT CONTROL JOINTS AS INDICATED ON PLAN AT MAXIMUM SPACING OF 12'-0" O.C. SEE DETAIL ON SHEET A1.01 GENERAL NOTES 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A100 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032Foundation Plan Permit Resubmit #1 NORTH 1/4" = 1'-0" 1 Foundation Plan FOUNDATION WALL HEIGHTS NOTE: T.O. WALL @ FIRST FLOOR LEVEL, TYP. (U.N.O.) = 99' - 10.5" T.O. FTG @ FIRST FLOOR LEVEL, TYP. (U.N.O.) = 95' - 7" T.O. FTG @ LOWER LEVEL, TYP. (U.N.O.) = 88' - 7" NOTE: T.O. ALL FOOTINGS TO BE BELOW FROST LINE. 07/30/19 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A101 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032Foundation Details &NotesPermit Resubmit #1 07/30/19 4 4 7 7 11 11 A A D D G G B B REF. FZR 8 8 E E 2 2 2 A301 1 A301 1 1 8" 6' - 8 1/4" 3' - 9 3/4"5' - 2" 15' - 8" 18' - 4 3/8" 8' - 4" 4' - 2" 8' - 4" MECH 1 A300 DNUP1' - 0"22' - 8" 6' - 2" 5' - 4 1/4" 18' - 7" 9' - 4 3/8" 3' - 4" 2' - 8" 3' - 5 1/2" 3' - 6 1/2" 8' - 2" 3' - 4 1/2" 3' - 1" 2' - 4" @36" 11' - 10" 4' - 4 3/4" 2' - 2 3/4" 6' - 0" 10' - 0 1/4" 8 1/8" 3' - 7"2 A300 BEDROOM #1 BEDROOM #2 BEDROOM #3 MASTER BEDROOM MASTER BATHROOM MASTER CLOSET LIVING DINING KITCHEN 8' - 0" 2' - 5" 4' - 0" STORAGE LAUNDRY 18"WINEREF. DW -6" @36" @36"@36"18 RISERS 19 RISERSBATH #1 BATH #2 GRASS GRASS GRASS LANDSCAPING DNFURNITURE BY OWNERFIREPLACE TV OVER 96" FIREPLACE 3 SEASONCOVERED PATIO 4' - 5 1/2" 7' - 8" 10' - 3"TR MWPANTRY SHELVES 12' - 6 3/8" 13' - 5 1/2" 12' - 10 1/2" AREAWAY BELOW GRILLSTAIR3' - 6"5' - 6 1/2"2' - 8" 11' - 6 1/4" 20' - 10" A120 1 A120 2 A120 3 6" 2' - 6" 4" 2' - 8" 5" 2' - 6" 6 1/2" 1' - 3 1/2" 2' - 9" 3' - 0 3/8" 1' - 6 1/2"2' - 3"6" 5' - 0" 10" 10" 5' - 0" 6" 2' - 3"10' - 0 1/4" 8 1/8" 3' - 7"@41"4.5 4.5 6 6 3 3 1' - 4" 5' - 6" 3 1/2" 6' - 2 1/4" 11' - 4 1/8" 1' - 3 3/4" 5' - 6" 10 10 9 9 C C 2' - 5 1/2" 3' - 8" 3' - 7 7/8" -5" -10"EQEQ F F 4' - 0 1/4" 3' - 9" +99' -6" +100' - 0" 4' - 9 1/8" 16' - 1"3' - 9 1/4"2' - 1 3/4" 4' - 4 1/4" 1' - 3" 5' - 4" 1' - 8 5/8" 6' - 0 3/8"4' - 11" 2' - 7 3/4" 2' - 7" 1' - 3 1/8" 12' - 0" 1' - 3 1/4" 3' - 0" 6 1/4" 4' - 0"4 7/8"2' - 5 1/2" 12' - 0" 3' - 0" 3' - 3 1/8"2' - 10"11' - 6 1/2" 4' - 6"4' - 6"3' - 9"4" 3' - 0" 5"1' - 0 1/2"1' - 0" 6 1/2"2' - 6"3" 2' - 8" GARAGE A. REFERENCE SHEET A000 FOR GENERAL PROJECT INFORMATION, WALL TYPES, SYMBOLS AND PROJECT SCOPE DEFINITIONS. B. REFERENCE SITE PLAN FOR INFORMATION REGARDING DRIVES/ SIDEWALKS/ RAMPS/ FENCES...ETC. C. CONFORM ALL CONSTRUCTION TO THE CODES INDICATED ON SHEET A000 AS WELL AS LOCAL, COUNTY, AND/OR CITY JURISDICTIONS. D. FIRESTOP ALL PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES AND THROUGH EACH FLOOR. E. FLOOR PLAN DIMENSIONS ARE INDICATED FROM FACE OF STUD AND FACE OF MASONRY UNLESS OTHERWISE INDICATED. F. REFERENCE SHEET A600 FOR DOOR AND WINDOW INFORMATION. G. FOR ALL WINDOW AND DOOR OPENINGS, REFER TO STRUCTURAL DWGS FOR HEADER DESIGN. H. PROVIDE 2X SOLID BLOCKING AND GROUNDS AS REQ'D TO SUPPORT WALL-MOUNTED ITEMS. I. SEAL ALL EXTERIOR WALL, FLOOR, PLATE, AND SILL PENETRATIONS WITH LOW-EXPANDING FOAM SEALANT. J. PROVIDE POLYURETHANE INSULATION IN ALL EXTERIOR WALLS. K. SOUND INSULATE ALL MECHANICAL ROOM WALLS AND BATHROOM WALLS AND CEILINGS. L. ALL GWB WALL FINISHES TO BE LEVEL 3 WITH ONE COAT LATEX PRIMER AND TWO TOP COATS LATEX WALL PAINT. COORDINATE SHEEN AND COLORS WITH ARCHITECT. M. ALL GWB CEILING FINISHES TO BE LEVEL 3 WITH ONE COAT LATEX PRIMER AND TWO TOP COATS LATEX WALL PAINT. COORDINATE SHEEN AND COLORS WITH ARCHITECT. FLOOR PLAN NOTES GENERAL NOTES X 01. CUSTOM MILLWORK, REF: INTERIOR ELEVATIONS. 02. LINE OF CEILING OVERHEAD. 03. ALIGN FINISH SURFACES. 04. FLOORING TRANSITION LINE. 05. ROD AND SHELF. 06. WOOD COLUMN, 6" x 6" FINISH TRIM DIMENSION WHERE EXPOSED. 07. 4" STEEL PIPE COLUMN. 08. PROVIDE WASHER/DRYER HOOKUP. 09. GAS RIBBON FIREPLACE INSERT, BY MODERN SPARK OR EQUAL. 10. 36" WOOD BURNING FIREPLACE INSERT, MANUFACTURER TBD. 11. TILE SHOWER CURB W/ FRAMLESS GLASS SHOWER ENCLOSURE. 12. 1 1/2" x 1 1/2" WOOD HANDRAIL, REF: INTERIOR ELEVATIONS. 13. 36" TALL METAL GUARDRAIL. 14. 4" FLOOR DRAIN. 15. ELECTRICAL PANEL LOCATION. 16. HEATED SHOWER ROD. 17. SHOWER NICHE, REF: INTERIOR ELEVATIONS. 18. VENT HOOD, REF: INTERIOR ELEVATIONS. 19. DOWNSPOUT LOCATION. 20. LINE OF ROOF OVERHEAD. 21. INFILL EXISTING OPENING TO MATCH EXISTING ADJACENT FINISHES. 22. THERMALLY MODIFIED POPLAR 1" x 6" FENCE, HORIZONTAL BOARDS, 1 - 1/2" SPACING W/ GATE. 23. NOT USED. 24. 24" SUMP PIT. 25. 24" EJECTOR PIT. TYPE w.1 - (EXTERIOR) 5 1/2" WOOD STUD @ 16" O.C., 1/2" HUBER ZIP SYSTEM AND 3 5/8" MASONRY BRICK VENEER, PAINTED, WITH TIES AS REQ'D. 1/2" GYPSUM BOARD INTERIOR FACE, PAINTED. 2" HIGH DENSITY SPRAY FOAM (CLOSED CELL) INSULATION CAVITY FILL & 3 1/2" BATT FILL INSULATION. TYPE w.1a - (EXTERIOR) SAME AS w.1, BUT NO INTERIOR 1/2" GYPSUM BOARD. TYPE w.1b - (EXTERIOR) SAME AS w.1, BUT REPLACE 5 1/2" WOOD STUD WITH 3 1/2" WOOD STUD TYPE. w.1c - (EXTERIOR) SAME AS w.1, BUT REPLACES INTERIOR 1/2" GYPSUM BOARD WITH 1/2" HUBER ZIP SYSTEM AND 3 5/8" MASONRY BRICK VENEER, PAINTED, WITH TIES AS REQ'D. A. ALL WALLS TO EXTEND TO UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OTHERWISE. B. PROVIDE SOUND INSULATION IN WALLS SURROUNDING THE FOLLOWING: BATHROOMS, BEDROOMS, AND MECHANICAL ROOMS ALL FOUNDATION WALLS TO BE w.0 UNLESS OTHERWISE NOTED. ALL INTERIOR WALLS TO BE TYPE w.4 UNLESS OTHERWISE NOTED. WALL TYPES AND NOTES TYPE w.3 - (INTERIOR) 5 1/2" WOOD STUD AT 16" O.C. WITH 1/2" GYPSUM BOARD EACH FACE, PAINTED. TYPE w.3a - (INTERIOR) 5 1/2" WOOD STUD AT 16" O.C. WITH 1/2" GYPSUM BOARD ONE FACE, PAINTED. TYPE w.2 - (EXTERIOR) 5 1/2" WOOD STUD @ 16" O.C., 1/2" HUBER ZIP SYSTEM, 3/4" HARDIE BOARD & BATTEN VERTICAL PANELING @ 48" O.C. 1/2" GYPSUM BOARD INTERIOR FACE, PAINTED. 2" HIGH DENSITY SPRAY FOAM (CLOSED CELL) INSULATION CAVITY FILL & 3 1/2" BATT FILL INSULATION. TYPE w.2b - (EXTERIOR) SAME AS w.2, BUT REPLACE 5 1/2" WOOD STUD WITH 3 1/2" WOOD STUD TYPE w.4 - (INTERIOR) 3 1/2" WOOD STUD AT 16" O.C. WITH 1/2" GYPSUM BOARD EACH FACE, PAINTED. TYPE w.4a - (INTERIOR) 3 1/2" WOOD STUD AT 16" O.C. WITH 1/2" GYPSUM BOARD ONE FACE, PAINTED.1' - 0" 7" TYPE w.0 - (EXTERIOR) 10" CAST-IN-PLACE CONCRETE WITH 4" BRICK LEDGE. FOR BRICK LEDGE LOCATION, REF: FOUNDATION PLAN TYPE w.0a - (EXTERIOR) 8" CAST-IN-PLACE CONCRETE 6 1/2" 4 1/2" 8" 4"6" TYPE w.5 - (INTERIOR) 3 1/2" WOOD STUD (FLAT FACING) AT 16" O.C. ON EXISTING EXTERIOR WALL WITH 1/2" GYPSUM BOARD ONE FACE, PAINTED.2" TYPE w.6 - (INTERIOR) 5 1/2" WOOD STUD AT 16" O.C. WITH 1/2" PLYWOOD SHEATHING AND 3/4" CEDAR T&G SIDING, CLEAR COAT. 1/2" GYPSUM BOARD INTERIOR FACE, PAINTED.7 1/4" TYPE w.7 - (EXTERIOR) 3 5/8" MASONRY BRICK VENEER, PAINTED, 1" GROUT JOINT WITH 3 5/8" MASONRY BRICK VENEER, PAINTED.8 1/4" 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A110 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032First Floor DimensionPlanPermit Resubmit #1 1/4" = 1'-0" 1 First Floor Dimension Plan NORTH 07/30/19 11 11 A A D D 8 8 E E 1 A301 2 A300 C C 20' - 10"14' - 10 3/4"8' - 9 1/4" 6' - 2" LOUNGE MECH. UP 19 RISERS 2' - 8" 3' - 7 1/2" 6" 3' - 0" 10' - 4 1/2"13' - 4" 1' - 10 3/4" 5 1/2" 3' - 10 1/4" 2' - 3" 3' - 10 1/2" 1 1/2" 11 11 A A D D G G B B 8 8 E E 2 A301 1 A301 2 A300 10 10 9 9 C C F F 3' - 8" 8' - 4" 4' - 2" 8' - 4" 3' - 8"3' - 4"1' - 0"13' - 10 3/4"8' - 9 1/4" 6' - 2" 5' - 4 1/4" 18' - 7" STUDIO STORAGE WORK REFOPEN TO BELOW CASEWORK BELOW DN 18 RISERS 8' - 3 1/4" 1 1/4" 3' - 6" 8' - 4 1/2"23' - 2 1/4" 8 1/8" 8' - 10 1/2" 1' - 4 1/4" 8 1/8"3' - 6 1/2" 14' - 10 1/2"DESK @30" WORKOUT 6' - 4 5/8" 3' - 8" 4' - 6 3/4" 3' - 9" 4' - 8 1/2" 20' - 10"6 1/2"3' - 0" A. REFERENCE SHEET A000 FOR GENERAL PROJECT INFORMATION, WALL TYPES, SYMBOLS AND PROJECT SCOPE DEFINITIONS. B. REFERENCE SITE PLAN FOR INFORMATION REGARDING DRIVES/ SIDEWALKS/ RAMPS/ FENCES...ETC. C. CONFORM ALL CONSTRUCTION TO THE CODES INDICATED ON SHEET A000 AS WELL AS LOCAL, COUNTY, AND/OR CITY JURISDICTIONS. D. FIRESTOP ALL PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES AND THROUGH EACH FLOOR. E. FLOOR PLAN DIMENSIONS ARE INDICATED FROM FACE OF STUD AND FACE OF MASONRY UNLESS OTHERWISE INDICATED. F. REFERENCE SHEET A600 FOR DOOR AND WINDOW INFORMATION. G. FOR ALL WINDOW AND DOOR OPENINGS, REFER TO STRUCTURAL DWGS FOR HEADER DESIGN. H. PROVIDE 2X SOLID BLOCKING AND GROUNDS AS REQ'D TO SUPPORT WALL-MOUNTED ITEMS. I. SEAL ALL EXTERIOR WALL, FLOOR, PLATE, AND SILL PENETRATIONS WITH LOW-EXPANDING FOAM SEALANT. J. PROVIDE POLYURETHANE INSULATION IN ALL EXTERIOR WALLS. K. SOUND INSULATE ALL MECHANICAL ROOM WALLS AND BATHROOM WALLS AND CEILINGS. L. ALL GWB WALL FINISHES TO BE LEVEL 3 WITH ONE COAT LATEX PRIMER AND TWO TOP COATS LATEX WALL PAINT. COORDINATE SHEEN AND COLORS WITH ARCHITECT. M. ALL GWB CEILING FINISHES TO BE LEVEL 3 WITH ONE COAT LATEX PRIMER AND TWO TOP COATS LATEX WALL PAINT. COORDINATE SHEEN AND COLORS WITH ARCHITECT. FLOOR PLAN NOTES GENERAL NOTES X 01. CUSTOM MILLWORK, REF: INTERIOR ELEVATIONS. 02. LINE OF CEILING OVERHEAD. 03. ALIGN FINISH SURFACES. 04. FLOORING TRANSITION LINE. 05. ROD AND SHELF. 06. WOOD COLUMN, 6" x 6" FINISH TRIM DIMENSION WHERE EXPOSED. 07. 4" STEEL PIPE COLUMN. 08. PROVIDE WASHER/DRYER HOOKUP. 09. GAS RIBBON FIREPLACE INSERT, BY MODERN SPARK OR EQUAL. 10. 36" WOOD BURNING FIREPLACE INSERT, MANUFACTURER TBD. 11. TILE SHOWER CURB W/ FRAMLESS GLASS SHOWER ENCLOSURE. 12. 1 1/2" x 1 1/2" WOOD HANDRAIL, REF: INTERIOR ELEVATIONS. 13. 36" TALL METAL GUARDRAIL. 14. 4" FLOOR DRAIN. 15. ELECTRICAL PANEL LOCATION. 16. HEATED SHOWER ROD. 17. SHOWER NICHE, REF: INTERIOR ELEVATIONS. 18. VENT HOOD, REF: INTERIOR ELEVATIONS. 19. DOWNSPOUT LOCATION. 20. LINE OF ROOF OVERHEAD. 21. INFILL EXISTING OPENING TO MATCH EXISTING ADJACENT FINISHES. 22. THERMALLY MODIFIED POPLAR 1" x 6" FENCE, HORIZONTAL BOARDS, 1 - 1/2" SPACING W/ GATE. 23. NOT USED. 24. 24" SUMP PIT. 25. 24" EJECTOR PIT. TYPE w.1 - (EXTERIOR) 5 1/2" WOOD STUD @ 16" O.C., 1/2" HUBER ZIP SYSTEM AND 3 5/8" MASONRY BRICK VENEER, PAINTED, WITH TIES AS REQ'D. 1/2" GYPSUM BOARD INTERIOR FACE, PAINTED. 2" HIGH DENSITY SPRAY FOAM (CLOSED CELL) INSULATION CAVITY FILL & 3 1/2" BATT FILL INSULATION. TYPE w.1a - (EXTERIOR) SAME AS w.1, BUT NO INTERIOR 1/2" GYPSUM BOARD. TYPE w.1b - (EXTERIOR) SAME AS w.1, BUT REPLACE 5 1/2" WOOD STUD WITH 3 1/2" WOOD STUD TYPE. w.1c - (EXTERIOR) SAME AS w.1, BUT REPLACES INTERIOR 1/2" GYPSUM BOARD WITH 1/2" HUBER ZIP SYSTEM AND 3 5/8" MASONRY BRICK VENEER, PAINTED, WITH TIES AS REQ'D. A. ALL WALLS TO EXTEND TO UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OTHERWISE. B. PROVIDE SOUND INSULATION IN WALLS SURROUNDING THE FOLLOWING: BATHROOMS, BEDROOMS, AND MECHANICAL ROOMS ALL FOUNDATION WALLS TO BE w.0 UNLESS OTHERWISE NOTED. ALL INTERIOR WALLS TO BE TYPE w.4 UNLESS OTHERWISE NOTED. WALL TYPES AND NOTES TYPE w.3 - (INTERIOR) 5 1/2" WOOD STUD AT 16" O.C. WITH 1/2" GYPSUM BOARD EACH FACE, PAINTED. TYPE w.3a - (INTERIOR) 5 1/2" WOOD STUD AT 16" O.C. WITH 1/2" GYPSUM BOARD ONE FACE, PAINTED. TYPE w.2 - (EXTERIOR) 5 1/2" WOOD STUD @ 16" O.C., 1/2" HUBER ZIP SYSTEM, 3/4" HARDIE BOARD & BATTEN VERTICAL PANELING @ 48" O.C. 1/2" GYPSUM BOARD INTERIOR FACE, PAINTED. 2" HIGH DENSITY SPRAY FOAM (CLOSED CELL) INSULATION CAVITY FILL & 3 1/2" BATT FILL INSULATION. TYPE w.2b - (EXTERIOR) SAME AS w.2, BUT REPLACE 5 1/2" WOOD STUD WITH 3 1/2" WOOD STUD TYPE w.4 - (INTERIOR) 3 1/2" WOOD STUD AT 16" O.C. WITH 1/2" GYPSUM BOARD EACH FACE, PAINTED. TYPE w.4a - (INTERIOR) 3 1/2" WOOD STUD AT 16" O.C. WITH 1/2" GYPSUM BOARD ONE FACE, PAINTED.1' - 0" 7" TYPE w.0 - (EXTERIOR) 10" CAST-IN-PLACE CONCRETE WITH 4" BRICK LEDGE. FOR BRICK LEDGE LOCATION, REF: FOUNDATION PLAN TYPE w.0a - (EXTERIOR) 8" CAST-IN-PLACE CONCRETE 6 1/2" 4 1/2" 8" 4"6" TYPE w.5 - (INTERIOR) 3 1/2" WOOD STUD (FLAT FACING) AT 16" O.C. ON EXISTING EXTERIOR WALL WITH 1/2" GYPSUM BOARD ONE FACE, PAINTED.2" TYPE w.6 - (INTERIOR) 5 1/2" WOOD STUD AT 16" O.C. WITH 1/2" PLYWOOD SHEATHING AND 3/4" CEDAR T&G SIDING, CLEAR COAT. 1/2" GYPSUM BOARD INTERIOR FACE, PAINTED.7 1/4" TYPE w.7 - (EXTERIOR) 3 5/8" MASONRY BRICK VENEER, PAINTED, 1" GROUT JOINT WITH 3 5/8" MASONRY BRICK VENEER, PAINTED.8 1/4" 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A111 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032Lower Level & SecondLevel Dimension PlansPermit Resubmit #1 NORTH NORTH 1/4" = 1'-0" 1 Lower Level Dimension Plan 1/4" = 1'-0" 2 Second Floor Dimension Plan 07/30/19 4 4 7 7 11 11 A A D D G G B B 8 8 E E 2 2 2 A301 1 A301 1 1 1 A300 2 A300 A202 13 A400 4 A400 5 A401 5 A400 1213 4.5 4.5 6 6 3 3 10 10 9 9 C C 2 A401 4 A4011 F F A400 11 REF. FZR MECHDNUP FF HH 3068G 3068R 3768P 2668R 2668R 5068C 5068C 2668R 2668R 4068C4068C 3068G 3868P @36" 05 05 05 01 01 01 AA AAAA AA 16090O BEDROOM #1 (WOOD) BEDROOM #2 (WOOD) BEDROOM #3 (WOOD) MASTER BEDROOM (WOOD) MASTER BATHROOM MASTER CLOSET LIVING (WOOD) DINING (WOOD) KITCHEN (WOOD) w.1b STORAGE (WOOD) LAUNDRY (WOOD) 18"WINEREF. 3676G DW -6" -6" @36" @36"@36"01 18 RISERS 19 RISERS04 BATH #1 (TILE) BATH #2 (TILE) 20 GRASS GRASS GRASS LANDSCAPING AADN -6"-6" FURNITURE BY OWNERFIREPLACE TV OVER 96" FIREPLACE 20 3 SEASON (CONCRETE) COVERED PATIO (CONCRETE) TR MW PANTRYSHELVES w.6 w.6 GRILL20 02 02 14" TJI 210 FRAMING @ 16" O.C. w.1b w.2 w.2b w.2b w.2 w.1b w.1b w.1b 21 21 20 w.3 A120 1 A120 2 A120 3 21@41"08 NN MM 12070S DD MM 12070S MM 5668S 5668S EE EE EE EE EE GG GG GG 3868P 22 21 w.3 w.3 w.3 w.3 w.3 21w.1b 03 +100' - 0" +99' - 6" +99' -6" +100' - 0" +99' - 6" +99' - 6" +99' - 6" +99' - 6" +99' - 2" +98' - 10" +98' - 6" 06 TYP. w.1c MM 09 19 19 19 19 19 19 19 19 19 19 w.1c w.7 w.7w.1a w.2 06 06 3068F -5" -10" +99' - 7"+99' - 2"DN +98' - 9"+100' - 0"-15" -6" 19 GARAGE (CONCRETE) A. REFERENCE SHEET A000 FOR GENERAL PROJECT INFORMATION, WALL TYPES, SYMBOLS AND PROJECT SCOPE DEFINITIONS. B. REFERENCE SITE PLAN FOR INFORMATION REGARDING DRIVES/ SIDEWALKS/ RAMPS/ FENCES...ETC. C. CONFORM ALL CONSTRUCTION TO THE CODES INDICATED ON SHEET A000 AS WELL AS LOCAL, COUNTY, AND/OR CITY JURISDICTIONS. D. FIRESTOP ALL PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES AND THROUGH EACH FLOOR. E. FLOOR PLAN DIMENSIONS ARE INDICATED FROM FACE OF STUD AND FACE OF MASONRY UNLESS OTHERWISE INDICATED. F. REFERENCE SHEET A600 FOR DOOR AND WINDOW INFORMATION. G. FOR ALL WINDOW AND DOOR OPENINGS, REFER TO STRUCTURAL DWGS FOR HEADER DESIGN. H. PROVIDE 2X SOLID BLOCKING AND GROUNDS AS REQ'D TO SUPPORT WALL-MOUNTED ITEMS. I. SEAL ALL EXTERIOR WALL, FLOOR, PLATE, AND SILL PENETRATIONS WITH LOW-EXPANDING FOAM SEALANT. J. PROVIDE POLYURETHANE INSULATION IN ALL EXTERIOR WALLS. K. SOUND INSULATE ALL MECHANICAL ROOM WALLS AND BATHROOM WALLS AND CEILINGS. L. ALL GWB WALL FINISHES TO BE LEVEL 3 WITH ONE COAT LATEX PRIMER AND TWO TOP COATS LATEX WALL PAINT. COORDINATE SHEEN AND COLORS WITH ARCHITECT. M. ALL GWB CEILING FINISHES TO BE LEVEL 3 WITH ONE COAT LATEX PRIMER AND TWO TOP COATS LATEX WALL PAINT. COORDINATE SHEEN AND COLORS WITH ARCHITECT. FLOOR PLAN NOTES GENERAL NOTES X 01. CUSTOM MILLWORK, REF: INTERIOR ELEVATIONS. 02. LINE OF CEILING OVERHEAD. 03. ALIGN FINISH SURFACES. 04. FLOORING TRANSITION LINE. 05. ROD AND SHELF. 06. WOOD COLUMN, 6" x 6" FINISH TRIM DIMENSION WHERE EXPOSED. 07. 4" STEEL PIPE COLUMN. 08. PROVIDE WASHER/DRYER HOOKUP. 09. GAS RIBBON FIREPLACE INSERT, BY MODERN SPARK OR EQUAL. 10. 36" WOOD BURNING FIREPLACE INSERT, MANUFACTURER TBD. 11. TILE SHOWER CURB W/ FRAMLESS GLASS SHOWER ENCLOSURE. 12. 1 1/2" x 1 1/2" WOOD HANDRAIL, REF: INTERIOR ELEVATIONS. 13. 36" TALL METAL GUARDRAIL. 14. 4" FLOOR DRAIN. 15. ELECTRICAL PANEL LOCATION. 16. HEATED SHOWER ROD. 17. SHOWER NICHE, REF: INTERIOR ELEVATIONS. 18. VENT HOOD, REF: INTERIOR ELEVATIONS. 19. DOWNSPOUT LOCATION. 20. LINE OF ROOF OVERHEAD. 21. INFILL EXISTING OPENING TO MATCH EXISTING ADJACENT FINISHES. 22. THERMALLY MODIFIED POPLAR 1" x 6" FENCE, HORIZONTAL BOARDS, 1 - 1/2" SPACING W/ GATE. 23. NOT USED. 24. 24" SUMP PIT. 25. 24" EJECTOR PIT. TYPE w.1 - (EXTERIOR) 5 1/2" WOOD STUD @ 16" O.C., 1/2" HUBER ZIP SYSTEM AND 3 5/8" MASONRY BRICK VENEER, PAINTED, WITH TIES AS REQ'D. 1/2" GYPSUM BOARD INTERIOR FACE, PAINTED. 2" HIGH DENSITY SPRAY FOAM (CLOSED CELL) INSULATION CAVITY FILL & 3 1/2" BATT FILL INSULATION. TYPE w.1a - (EXTERIOR) SAME AS w.1, BUT NO INTERIOR 1/2" GYPSUM BOARD. TYPE w.1b - (EXTERIOR) SAME AS w.1, BUT REPLACE 5 1/2" WOOD STUD WITH 3 1/2" WOOD STUD TYPE. w.1c - (EXTERIOR) SAME AS w.1, BUT REPLACES INTERIOR 1/2" GYPSUM BOARD WITH 1/2" HUBER ZIP SYSTEM AND 3 5/8" MASONRY BRICK VENEER, PAINTED, WITH TIES AS REQ'D. A. ALL WALLS TO EXTEND TO UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OTHERWISE. B. PROVIDE SOUND INSULATION IN WALLS SURROUNDING THE FOLLOWING: BATHROOMS, BEDROOMS, AND MECHANICAL ROOMS ALL FOUNDATION WALLS TO BE w.0 UNLESS OTHERWISE NOTED. ALL INTERIOR WALLS TO BE TYPE w.4 UNLESS OTHERWISE NOTED. WALL TYPES AND NOTES TYPE w.3 - (INTERIOR) 5 1/2" WOOD STUD AT 16" O.C. WITH 1/2" GYPSUM BOARD EACH FACE, PAINTED. TYPE w.3a - (INTERIOR) 5 1/2" WOOD STUD AT 16" O.C. WITH 1/2" GYPSUM BOARD ONE FACE, PAINTED. TYPE w.2 - (EXTERIOR) 5 1/2" WOOD STUD @ 16" O.C., 1/2" HUBER ZIP SYSTEM, 3/4" HARDIE BOARD & BATTEN VERTICAL PANELING @ 48" O.C. 1/2" GYPSUM BOARD INTERIOR FACE, PAINTED. 2" HIGH DENSITY SPRAY FOAM (CLOSED CELL) INSULATION CAVITY FILL & 3 1/2" BATT FILL INSULATION. TYPE w.2b - (EXTERIOR) SAME AS w.2, BUT REPLACE 5 1/2" WOOD STUD WITH 3 1/2" WOOD STUD TYPE w.4 - (INTERIOR) 3 1/2" WOOD STUD AT 16" O.C. WITH 1/2" GYPSUM BOARD EACH FACE, PAINTED. TYPE w.4a - (INTERIOR) 3 1/2" WOOD STUD AT 16" O.C. WITH 1/2" GYPSUM BOARD ONE FACE, PAINTED.1' - 0" 7" TYPE w.0 - (EXTERIOR) 10" CAST-IN-PLACE CONCRETE WITH 4" BRICK LEDGE. FOR BRICK LEDGE LOCATION, REF: FOUNDATION PLAN TYPE w.0a - (EXTERIOR) 8" CAST-IN-PLACE CONCRETE 6 1/2" 4 1/2" 8" 4"6" TYPE w.5 - (INTERIOR) 3 1/2" WOOD STUD (FLAT FACING) AT 16" O.C. ON EXISTING EXTERIOR WALL WITH 1/2" GYPSUM BOARD ONE FACE, PAINTED.2" TYPE w.6 - (INTERIOR) 5 1/2" WOOD STUD AT 16" O.C. WITH 1/2" PLYWOOD SHEATHING AND 3/4" CEDAR T&G SIDING, CLEAR COAT. 1/2" GYPSUM BOARD INTERIOR FACE, PAINTED.7 1/4" TYPE w.7 - (EXTERIOR) 3 5/8" MASONRY BRICK VENEER, PAINTED, 1" GROUT JOINT WITH 3 5/8" MASONRY BRICK VENEER, PAINTED.8 1/4" 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A112 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032First Floor Information PlanPermit Resubmit #1 1/4" = 1'-0" 1 First Floor Information Plan NORTH 07/30/19 A. REFERENCE SHEET A000 FOR GENERAL PROJECT INFORMATION, WALL TYPES, SYMBOLS AND PROJECT SCOPE DEFINITIONS. B. REFERENCE SITE PLAN FOR INFORMATION REGARDING DRIVES/ SIDEWALKS/ RAMPS/ FENCES...ETC. C. CONFORM ALL CONSTRUCTION TO THE CODES INDICATED ON SHEET A000 AS WELL AS LOCAL, COUNTY, AND/OR CITY JURISDICTIONS. D. FIRESTOP ALL PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES AND THROUGH EACH FLOOR. E. FLOOR PLAN DIMENSIONS ARE INDICATED FROM FACE OF STUD AND FACE OF MASONRY UNLESS OTHERWISE INDICATED. F. REFERENCE SHEET A600 FOR DOOR AND WINDOW INFORMATION. G. FOR ALL WINDOW AND DOOR OPENINGS, REFER TO STRUCTURAL DWGS FOR HEADER DESIGN. H. PROVIDE 2X SOLID BLOCKING AND GROUNDS AS REQ'D TO SUPPORT WALL-MOUNTED ITEMS. I. SEAL ALL EXTERIOR WALL, FLOOR, PLATE, AND SILL PENETRATIONS WITH LOW-EXPANDING FOAM SEALANT. J. PROVIDE POLYURETHANE INSULATION IN ALL EXTERIOR WALLS. K. SOUND INSULATE ALL MECHANICAL ROOM WALLS AND BATHROOM WALLS AND CEILINGS. L. ALL GWB WALL FINISHES TO BE LEVEL 3 WITH ONE COAT LATEX PRIMER AND TWO TOP COATS LATEX WALL PAINT. COORDINATE SHEEN AND COLORS WITH ARCHITECT. M. ALL GWB CEILING FINISHES TO BE LEVEL 3 WITH ONE COAT LATEX PRIMER AND TWO TOP COATS LATEX WALL PAINT. COORDINATE SHEEN AND COLORS WITH ARCHITECT. FLOOR PLAN NOTES GENERAL NOTES X 01. CUSTOM MILLWORK, REF: INTERIOR ELEVATIONS. 02. LINE OF CEILING OVERHEAD. 03. ALIGN FINISH SURFACES. 04. FLOORING TRANSITION LINE. 05. ROD AND SHELF. 06. WOOD COLUMN, 6" x 6" FINISH TRIM DIMENSION WHERE EXPOSED. 07. 4" STEEL PIPE COLUMN. 08. PROVIDE WASHER/DRYER HOOKUP. 09. GAS RIBBON FIREPLACE INSERT, BY MODERN SPARK OR EQUAL. 10. 36" WOOD BURNING FIREPLACE INSERT, MANUFACTURER TBD. 11. TILE SHOWER CURB W/ FRAMLESS GLASS SHOWER ENCLOSURE. 12. 1 1/2" x 1 1/2" WOOD HANDRAIL, REF: INTERIOR ELEVATIONS. 13. 36" TALL METAL GUARDRAIL. 14. 4" FLOOR DRAIN. 15. ELECTRICAL PANEL LOCATION. 16. HEATED SHOWER ROD. 17. SHOWER NICHE, REF: INTERIOR ELEVATIONS. 18. VENT HOOD, REF: INTERIOR ELEVATIONS. 19. DOWNSPOUT LOCATION. 20. LINE OF ROOF OVERHEAD. 21. INFILL EXISTING OPENING TO MATCH EXISTING ADJACENT FINISHES. 22. THERMALLY MODIFIED POPLAR 1" x 6" FENCE, HORIZONTAL BOARDS, 1 - 1/2" SPACING W/ GATE. 23. NOT USED. 24. 24" SUMP PIT. 25. 24" EJECTOR PIT. 11 11 A A D D 8 8 E E 1 A301 2 A300 LOUNGE MECH. (UNFINISHED CONCRETE) UP 19 RISERS 04 A400 - FOUNDATION WALL BELOW 01 9 10 10 9 9 C C w.3 w.3a w.5 24 FURN. WH 3068S 06 SHELVES(LVT) REF w.3a w.3a w.3 w.4a w.4aw.4a 25 11 11 A A D D G G B B 8 8 E E 2 A301 1 A301 2 A300 @36"STUDIO (LVT) STORAGE (UNFINISHED) WORK (LVT) REFA400 10 OPEN TO BELOW CASEWORK BELOW DN 18 RISERS 13 20 DESK @30" 01 01 3068S WORKOUT (LVT) 14" TJI 210 FRAMING @ 16" O.C. @ 2ND FLOOR FRAMING 14" TJI 210 FRAMING @ 16" O.C. @ 2ND FLOOR FRAMING II II II 10 10 9 9 C C w.2b w.2b w.2b w.1b w.2b w.2b 06 06 06 A401 1 F F 19 19 19 19 FURN. w.3 TYPE w.1 - (EXTERIOR) 5 1/2" WOOD STUD @ 16" O.C., 1/2" HUBER ZIP SYSTEM AND 3 5/8" MASONRY BRICK VENEER, PAINTED, WITH TIES AS REQ'D. 1/2" GYPSUM BOARD INTERIOR FACE, PAINTED. 2" HIGH DENSITY SPRAY FOAM (CLOSED CELL) INSULATION CAVITY FILL & 3 1/2" BATT FILL INSULATION. TYPE w.1a - (EXTERIOR) SAME AS w.1, BUT NO INTERIOR 1/2" GYPSUM BOARD. TYPE w.1b - (EXTERIOR) SAME AS w.1, BUT REPLACE 5 1/2" WOOD STUD WITH 3 1/2" WOOD STUD TYPE. w.1c - (EXTERIOR) SAME AS w.1, BUT REPLACES INTERIOR 1/2" GYPSUM BOARD WITH 1/2" HUBER ZIP SYSTEM AND 3 5/8" MASONRY BRICK VENEER, PAINTED, WITH TIES AS REQ'D. A. ALL WALLS TO EXTEND TO UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OTHERWISE. B. PROVIDE SOUND INSULATION IN WALLS SURROUNDING THE FOLLOWING: BATHROOMS, BEDROOMS, AND MECHANICAL ROOMS ALL FOUNDATION WALLS TO BE w.0 UNLESS OTHERWISE NOTED. ALL INTERIOR WALLS TO BE TYPE w.4 UNLESS OTHERWISE NOTED. WALL TYPES AND NOTES TYPE w.3 - (INTERIOR) 5 1/2" WOOD STUD AT 16" O.C. WITH 1/2" GYPSUM BOARD EACH FACE, PAINTED. TYPE w.3a - (INTERIOR) 5 1/2" WOOD STUD AT 16" O.C. WITH 1/2" GYPSUM BOARD ONE FACE, PAINTED. TYPE w.2 - (EXTERIOR) 5 1/2" WOOD STUD @ 16" O.C., 1/2" HUBER ZIP SYSTEM, 3/4" HARDIE BOARD & BATTEN VERTICAL PANELING @ 48" O.C. 1/2" GYPSUM BOARD INTERIOR FACE, PAINTED. 2" HIGH DENSITY SPRAY FOAM (CLOSED CELL) INSULATION CAVITY FILL & 3 1/2" BATT FILL INSULATION. TYPE w.2b - (EXTERIOR) SAME AS w.2, BUT REPLACE 5 1/2" WOOD STUD WITH 3 1/2" WOOD STUD TYPE w.4 - (INTERIOR) 3 1/2" WOOD STUD AT 16" O.C. WITH 1/2" GYPSUM BOARD EACH FACE, PAINTED. TYPE w.4a - (INTERIOR) 3 1/2" WOOD STUD AT 16" O.C. WITH 1/2" GYPSUM BOARD ONE FACE, PAINTED.1' - 0" 7" TYPE w.0 - (EXTERIOR) 10" CAST-IN-PLACE CONCRETE WITH 4" BRICK LEDGE. FOR BRICK LEDGE LOCATION, REF: FOUNDATION PLAN TYPE w.0a - (EXTERIOR) 8" CAST-IN-PLACE CONCRETE 6 1/2" 4 1/2" 8" 4"6" TYPE w.5 - (INTERIOR) 3 1/2" WOOD STUD (FLAT FACING) AT 16" O.C. ON EXISTING EXTERIOR WALL WITH 1/2" GYPSUM BOARD ONE FACE, PAINTED.2" TYPE w.6 - (INTERIOR) 5 1/2" WOOD STUD AT 16" O.C. WITH 1/2" PLYWOOD SHEATHING AND 3/4" CEDAR T&G SIDING, CLEAR COAT. 1/2" GYPSUM BOARD INTERIOR FACE, PAINTED.7 1/4" TYPE w.7 - (EXTERIOR) 3 5/8" MASONRY BRICK VENEER, PAINTED, 1" GROUT JOINT WITH 3 5/8" MASONRY BRICK VENEER, PAINTED.8 1/4" 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A113 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032Lower Level & SecondLevel Information PlansPermit Resubmit #1 1/4" = 1'-0" 1 Lower Level Information Plan 1/4" = 1'-0" 2 Second Floor Information Plan NORTH NORTH 07/30/19 2 A301 1 A301 1 A300 2 A300 01 01 01 05 06 02 02 02 03 02 02 02 08 08 04 07 8:12 SLOPE8:12 SLOPE 8:12 SLOPE8:12 SLOPE 8:12 SLOPE 8:12 SLOPE 8:12 SLOPE8:12 SLOPE 1:12 SLOPE 1:12 SLOPE 03 02 03 03 03 03 03 03 03 03 03 A. ALL PLUMBING VENTS (ALUMINUM SLOPING ROOF PENETRATION FLASHING.) B. ALL ROOF-TO WALL FLASHING TO BE STEPPED ALUMINUM AT MASONRY INTERFACE AND STRAIGHT FLASHING AT SIDING INTERFACE. C. ALL ROOF EDGES (RAKE AND EAVE DETAILS) SHALL BE GALVANIZED DRIP EDGE. D. INSTALL ICE AND WATER SHIELD ( 3'-0" WIDTH) AT ALL ROOF EDGES (EAVES AND RAKES) AND AT ALL VALLEYS, AND AT ALL ROOF/ WALL ABUTMENTS. 01. MALARKEY 3-TAB SHINGLE ROOF (OR EQUAL), COLOR TBD BY ARCHITECT. 02. HALF-ROUND ALUMINUM GUTTER- SIZE- 6" GAUGE- 16 OUNCE 03. ROUND SMOOTH ALUMINUM DOWNSPOUT- SIZE- 4" GAUGE- 16 OUNCE REFER TO EXTERIOR ELEVATIONS TO COORDINATE DOWNSPOUT LOCATIONS, TYPICAL. 04. PATIO BELOW. 05. STEEL CHIMNEY CAP, REF: DETAILS. 06. PROVIDE ROUGH-IN FOR FUTURE SOLAR PANELS. 07. AREAWAY BELOW. 08. MBCI 1 3/4" LOC-SEAM METAL ROOF ON SLIP SHEET, COLOR TBD BY ARCHITECT. X ROOF NOTES ROOF PLAN NOTES 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A114 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032Roof Plan Permit Resubmit #1 1/4" = 1'-0" 1 Roof Plan NORTH 07/30/19 11 11 A A B B 8 8 1 A301 A401 2 2 A300 8' - 4" 4' - 2" 8' - 4" UP 08 051' - 0"8' - 1 1/4" 4' - 2" 8' - 6 3/4" FF 3068G 2468R 3768P 4' - 3 1/4" 3' - 10" 2' - 3 5/8" 1' - 10 3/8" 3' - 1 7/8" 5' - 5"3' - 9" 5' - 5"01 01 2' - 11 1/2" 2' - 3" MASTER BEDROOM (WOOD) MASTER BATHROOM (12x24 TILE) MASTER CLOSET -6" 18 RISERS 04 AA 7' - 9 3/4" 6' - 0 3/8" 1' - 3 1/2" 14" TJI 210 FRAMING @ 16" O.C. w.1b w.1b (12x24 TILE) 14 w.3 w.3 1711 EQ EQW/D SHELVES02 @36"4" 7 1/2" 2' - 4" 9 1/2"w.3 w.3w.3 10 10 9 9 C A401 3 19 19 A. REFERENCE SHEET A000 FOR GENERAL PROJECT INFORMATION, WALL TYPES, SYMBOLS AND PROJECT SCOPE DEFINITIONS. B. REFERENCE SITE PLAN FOR INFORMATION REGARDING DRIVES/ SIDEWALKS/ RAMPS/ FENCES...ETC. C. CONFORM ALL CONSTRUCTION TO THE CODES INDICATED ON SHEET A000 AS WELL AS LOCAL, COUNTY, AND/OR CITY JURISDICTIONS. D. FIRESTOP ALL PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES AND THROUGH EACH FLOOR. E. FLOOR PLAN DIMENSIONS ARE INDICATED FROM FACE OF STUD AND FACE OF MASONRY UNLESS OTHERWISE INDICATED. F. REFERENCE SHEET A600 FOR DOOR AND WINDOW INFORMATION. G. FOR ALL WINDOW AND DOOR OPENINGS, REFER TO STRUCTURAL DWGS FOR HEADER DESIGN. H. PROVIDE 2X SOLID BLOCKING AND GROUNDS AS REQ'D TO SUPPORT WALL-MOUNTED ITEMS. I. SEAL ALL EXTERIOR WALL, FLOOR, PLATE, AND SILL PENETRATIONS WITH LOW-EXPANDING FOAM SEALANT. J. PROVIDE POLYURETHANE INSULATION IN ALL EXTERIOR WALLS. K. SOUND INSULATE ALL MECHANICAL ROOM WALLS AND BATHROOM WALLS AND CEILINGS. L. ALL GWB WALL FINISHES TO BE LEVEL 3 WITH ONE COAT LATEX PRIMER AND TWO TOP COATS LATEX WALL PAINT. COORDINATE SHEEN AND COLORS WITH ARCHITECT. M. ALL GWB CEILING FINISHES TO BE LEVEL 3 WITH ONE COAT LATEX PRIMER AND TWO TOP COATS LATEX WALL PAINT. COORDINATE SHEEN AND COLORS WITH ARCHITECT. FLOOR PLAN NOTES GENERAL NOTES X 01. CUSTOM MILLWORK, REF: INTERIOR ELEVATIONS. 02. LINE OF CEILING OVERHEAD. 03. ALIGN FINISH SURFACES. 04. FLOORING TRANSITION LINE. 05. ROD AND SHELF. 06. WOOD COLUMN, 6" x 6" FINISH TRIM DIMENSION WHERE EXPOSED. 07. 4" STEEL PIPE COLUMN. 08. PROVIDE WASHER/DRYER HOOKUP. 09. GAS RIBBON FIREPLACE INSERT, BY MODERN SPARK OR EQUAL. 10. 36" WOOD BURNING FIREPLACE INSERT, MANUFACTURER TBD. 11. TILE SHOWER CURB W/ FRAMLESS GLASS SHOWER ENCLOSURE. 12. 1 1/2" x 1 1/2" WOOD HANDRAIL, REF: INTERIOR ELEVATIONS. 13. 36" TALL METAL GUARDRAIL. 14. 4" FLOOR DRAIN. 15. ELECTRICAL PANEL LOCATION. 16. HEATED SHOWER ROD. 17. SHOWER NICHE, REF: INTERIOR ELEVATIONS. 18. VENT HOOD, REF: INTERIOR ELEVATIONS. 19. DOWNSPOUT LOCATION. 20. LINE OF ROOF OVERHEAD. 21. INFILL EXISTING OPENING TO MATCH EXISTING ADJACENT FINISHES. 22. THERMALLY MODIFIED POPLAR 1" x 6" FENCE, HORIZONTAL BOARDS, 1 - 1/2" SPACING W/ GATE. 23. NOT USED. 24. 24" SUMP PIT. 25. 24" EJECTOR PIT. 8 8 2 A301 A400 6 2 A300 2668R 2668R 3' - 6 1/2" 7' - 10 1/2" 3' - 8" @36" @36" 1' - 6 1/2" 1' - 10" 6' - 1" 1' - 6" 1' - 10" 1' - 6 1/2" 0101 0404 BATH #2 (12x24 TILE) 11 SHELVESSHELVES w.6 0202 14 CEDAR CABINET DOORS ON MAGNETIC TOUCH LATCH, FLUSH W/ ADJACENT FINISH, TYP.5' - 0"2' - 6" 4" 4' - 11 1/2"2' - 6" 4" 2' - 10" 3' - 6" 1' - 11 1/2"1' - 11 1/2"3' - 6" 2' - 10" 10 10 9 9 2' - 1 3/4" F F 3' - 6"6 1/2" 4 4 D D 1 A300 A400 1 3 2 REF. FZR 01 11' - 10" KITCHEN (WOOD) DW @36" @36" 01 4' - 0" 5' - 2" 2' - 2"TR MW PANTRY2' - 1"2"2' - 6" 4' - 3" 4' - 0" 01 01 w.3 w.3 01 18 w.3 11' - 5"7' - 3 3/4" 4' - 1 3/8"05 3' - 9 1/2"11' - 9" 7 1/2" 3' - 0" 7 1/2" DBL OVEN W/ WARM. DWR 8' - 4 3/4"9' - 0 3/8"4.5 4.5 6 6 3 3 w.5 w.3 F F 3068O 3868P 9 1/2" 3' - 0" 5 1/2"+99' - 7"+99' - 2"DN +98' - 9"+100' - 0"200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A120 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032Enlarged Plans Permit Resubmit #1 1/2" = 1'-0" 1 Enlarged Plan -Master Bath NORTH 1/2" = 1'-0" 2 Enlarged Plan -Bath #2 NORTH 1/2" = 1'-0" 3 Enlarged Plan -Kitchen NORTH 07/30/19 2 A301 1 A301 1 A300 A 9' -0" A 9' -0" A 8' -0" A 8' -0" A 8' -0" A 8' -0" A 8' -0" A 8' -0" A 8' -0" F1 A 9' -0" A 8' -0" A1 A1 A1 A1 A1 A1 A1 A1 A1 A1 2 A300 A1 A1 A1 A1 A1A1 F1 F1 A1 A 9' -3 1/4" A1 A1 A1 S4S4 P3 A 9' -0" A VARIES A VARIES B VARIES A2 A2 A1 A1 A1 A2 A1 A1 F1 A4 A4 A3 S3 S3 A1 A1 A1A1 S2 S2 A4 A4 A1 B VARIES A VARIES A VARIES A VARIES A VARIES A 9' -3 1/4" 04 04 A VARIES 3' - 4"3' - 4"04 03 03 A1 A1 A1 A1 A1 A1 04 S2 S1 A1 A1 A1 L1 L1 L1 L1 T1 T1 T1 T1 A1 A1 A1 A 9' -3 1/4" P2 P2 P2 05 06 06 P1 A2 EQ EQ A1A A1AA1A A1AA1A A1AA1A A1AA1A A1AA1A A1A A1A A1A A1A A1A A1A A 8' -0" T1 T1 T1 T1 T1 T1 T1 T1 B VARIES B VARIES B VARIES B VARIES A 8' -0" A2 S5 S5 B VARIES S5 S5 S5S5 S5 3' - 4"04 3 33 3 3 S5 FANFAN 3 FAN FAN 3 33 3 3 4 4 4 4 44 4 4 S5 S5 3 3 3 3 3 3 4 3 4 4 3 4 3 FAN 3 TO TRACK LIGHTING ABOVE 3 TO SECOND FLOOR TRACK LIGHTING ABOVE STAIR 3 TO LIGHTS OVER STAIR TO LOWER LEVEL 3 4 3 3 CEILING NOTES 01. BULKHEAD, REF: ELEVATION NOTE ON PLAN. 02. EXPOSED WOOD JOISTS. 03. OPEN TO ABOVE. 04. EXPOSED WOOD BEAM, REF: WALL SECTION/ DETAIL. 05. ATTIC ACCESS PANEL. 06. SLOPE CEILING FINISH WITH ROOF STRUCTURE AS REQ' X CEILING LEGEND A. GYPSUM BOARD, PAINTED WHITE. PROVIDE ALL ACCESS PANELS REQUIRED FOR MAINTENANCE-LOCATIONS MUST BE APPROVED BY ARCHITECT. B. EXTERIOR SMOOTH BOARD & BATTEN SIDING, PAINTED FINISH. ALIGN JOINTS W/ ADJACENT FACADE. CEILING MAT. X CEILING HEIGHT 0'- 0" UNDERCABINET STRIP LED/XENON RECESSED CAN RECESSED CAN/WALL WASH SURFACE MOUNT, CEILING SURFACE MOUNTED FLUORESCENT STRIP WALL MOUNT PENDANT LIGHT FIXTURE EXHAUST FAN/ LIGHT LIGHTING LEGEND TYPE MFG. # LAMPS LAMP TYPE 1. PROVIDE PRODUCT DATA AND LIGHTING SCHEDULE FOR REVIEW BY ARCHITECT PRIOR TO MTLS. PURCHASE. 2. ALL LED FIXTURES TO BE ON DIMMERS. 3. CIRCUITING BY CONTRACTOR. 4. ALL LED BULBS TO BE 3,000 KELVIN IN TEMPERATURE. 5. CONSULT ARCHITECT FOR FIXTURE MOUNTING HEIGHTS IN QUESTION. MOUNTING DESCRIPTION A2 CEILING 2" RECESSED LED DOWNLIGHT, 3000K, 40 DEGREE FLOOD, WHITE TRIM, ADJUSTABLE. L1 S1 WALL S3 TO BE SELECTED ($750 PER FIXTURE ALLOWANCE) - -WALL MASTER BED SCONCE- - TO BE SELECTED ($300 PER FIXTURE ALLOWANCE) - - - - ART WALL SCONCE CEILING 4'LINEAR LED STRIPLIGHT1 A1 P1 CEILING DECORATIVE DINING PENDANT- - P2 CEILING DECORATIVE KITCHEN PENDANT- - TO BE SELECTED ($1,500 PER FIXTURE ALLOWANCE) P3 CEILING DECORATIVE MASTER BATH PENDANT- - S2 WALL TO BE SELECTED ($500 PER FIXTURE ALLOWANCE) - - - - BATH WALL SCONCE CEILINGJUNO 4RLD G3 06LM 30K 90CRI 120 FRPC WWH 4" RECESSED LED DOWNLIGHT, FIXED, 3000K, WHITE TRIM. F1 CEILING BATHROOM LED FAN/LIGHT COMBONUTONE 744LEDNT RECESSED FAN/LIGHT 1 LED LITHONIA CLX L48 3000LM SEF FDL MVOLT GZ10 35K 80CRI WH LED LED 1 TO BE SELECTED ($750 PER FIXTURE ALLOWANCE) TO BE SELECTED ($1,500 PER FIXTURE ALLOWANCE) S4 TO BE SELECTED ($500 PER FIXTURE ALLOWANCE) - -WALL - - A3 CEILING 2" RECESSED LED DOWNLIGHT, 3000K, 18 DEGREE SPOT, WHITE TRIM, ADJUSTABLE. JUNO 2LEDTRIM G2 ADJ 30K 80CRI FL WH + 2LEDDRIVER G2 10LM 120 FRPC JUNO 2LEDTRIM G2 ADJ 30K 80CRI SP WH + 2LEDDRIVER G2 10LM 120 FRPC NOTE: "A" DESIGNATION DENOTES DAMP LISTED EXTERIOR FIXTURE. "B" DESIGNATION DENOTES FIXTURE TO BE BLACK. A4 CEILING 7" SLIMFORM SURFACE MOUNT, 3500K, WHITE TRIM. JUNO JSF 7IN 10LM 35K 90CRI 120 FRPC WH 1 1 1 LED LED LED S5 - -WALL - - EXTERIOR WALL SCONCE MASTER BATH WALL SCONCE T1 JUNO TRAC-LITES R605L 30K 80CRI PDIM FL WH - -CEILING LED CYLINDERTRACK LIGHTLED - - - - - - TO BE SELECTED ($800 PER FIXTURE ALLOWANCE) S6 - - WALL - -EXTERIOR MOTION-SENSOR FLOODLIGHT ON PHOTOCELL TO BE SELECTED ($400 PER FIXTURE ALLOWANCE) 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A130 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032First Floor Ceiling Plan Permit Resubmit #1 NORTH 1/4" = 1'-0" 1 First Floor Ceiling Plan 07/30/19 11 11 A A D D B B 8 8 E E 1 A301 2 A300 A1 A1 L1 A1 8' - 4" 4' - 2" 8' - 4"6' - 2" 8' - 9 1/4" 13' - 10 3/4" 1' - 0"02 10 10 9 9 C C A 9' -9" CEILING SLOPES WITH UNDERSIDE OF STAIR ABOVE A1 A1 3 A VARIES TO SWITCH AT T.O. STAIRS A1 A1 A1A1 A3 11 11 A A D D G G 8 8 E E 2 A301 1 A301 2 A300 3' - 4"53' - 9 1/4" 3' - 4" 3' - 8" 8' - 4" 4' - 2" 8' - 4" 3' - 8" L1 L1 A VARIES A VARIES B VARIES B VARIES A2 A2 T1 T1 T1 T1 02 10 10 9 9 C C T1 T1 04 04 A VARIES 06 T1 T1 T1 T1 T1 T1 T1 T1 F F T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 A 8' -0" T1 T1 3 TO SWITCH AT B.O. STAIRS 3 TO SWITCH AT BEDROOM DOOR BELOW MOTION--SENSOR ON PHOTOCELL S6 3 CEILING NOTES 01. BULKHEAD, REF: ELEVATION NOTE ON PLAN. 02. EXPOSED WOOD JOISTS. 03. OPEN TO ABOVE. 04. EXPOSED WOOD BEAM, REF: WALL SECTION/ DETAIL. 05. ATTIC ACCESS PANEL. 06. SLOPE CEILING FINISH WITH ROOF STRUCTURE AS REQ' X CEILING LEGEND A. GYPSUM BOARD, PAINTED WHITE. PROVIDE ALL ACCESS PANELS REQUIRED FOR MAINTENANCE-LOCATIONS MUST BE APPROVED BY ARCHITECT. B. EXTERIOR SMOOTH BOARD & BATTEN SIDING, PAINTED FINISH. ALIGN JOINTS W/ ADJACENT FACADE. CEILING MAT. X CEILING HEIGHT 0'- 0" UNDERCABINET STRIP LED/XENON RECESSED CAN RECESSED CAN/WALL WASH SURFACE MOUNT, CEILING SURFACE MOUNTED FLUORESCENT STRIP WALL MOUNT PENDANT LIGHT FIXTURE EXHAUST FAN/ LIGHT LIGHTING LEGEND TYPE MFG. # LAMPS LAMP TYPE 1. PROVIDE PRODUCT DATA AND LIGHTING SCHEDULE FOR REVIEW BY ARCHITECT PRIOR TO MTLS. PURCHASE. 2. ALL LED FIXTURES TO BE ON DIMMERS. 3. CIRCUITING BY CONTRACTOR. 4. ALL LED BULBS TO BE 3,000 KELVIN IN TEMPERATURE. 5. CONSULT ARCHITECT FOR FIXTURE MOUNTING HEIGHTS IN QUESTION. MOUNTING DESCRIPTION A2 CEILING 2" RECESSED LED DOWNLIGHT, 3000K, 40 DEGREE FLOOD, WHITE TRIM, ADJUSTABLE. L1 S1 WALL S3 TO BE SELECTED ($750 PER FIXTURE ALLOWANCE) - -WALL MASTER BED SCONCE- - TO BE SELECTED ($300 PER FIXTURE ALLOWANCE) - - - - ART WALL SCONCE CEILING 4' LINEAR LED STRIPLIGHT1 A1 P1 CEILING DECORATIVE DINING PENDANT- - P2 CEILING DECORATIVE KITCHEN PENDANT- - TO BE SELECTED ($1,500 PER FIXTURE ALLOWANCE) P3 CEILING DECORATIVE MASTER BATH PENDANT- - S2 WALL TO BE SELECTED ($500 PER FIXTURE ALLOWANCE) - - - - BATH WALL SCONCE CEILING JUNO 4RLD G3 06LM 30K 90CRI 120 FRPC WWH 4" RECESSED LED DOWNLIGHT, FIXED, 3000K, WHITE TRIM. F1 CEILING BATHROOM LED FAN/LIGHT COMBONUTONE 744LEDNT RECESSED FAN/LIGHT 1 LED LITHONIA CLX L48 3000LM SEF FDL MVOLT GZ10 35K 80CRI WH LED LED 1 TO BE SELECTED ($750 PER FIXTURE ALLOWANCE) TO BE SELECTED ($1,500 PER FIXTURE ALLOWANCE) S4 TO BE SELECTED ($500 PER FIXTURE ALLOWANCE) - -WALL - - A3 CEILING 2" RECESSED LED DOWNLIGHT, 3000K, 18 DEGREE SPOT, WHITE TRIM, ADJUSTABLE. JUNO 2LEDTRIM G2 ADJ 30K 80CRI FL WH + 2LEDDRIVER G2 10LM 120 FRPC JUNO 2LEDTRIM G2 ADJ 30K 80CRI SP WH + 2LEDDRIVER G2 10LM 120 FRPC NOTE: "A" DESIGNATION DENOTES DAMP LISTED EXTERIOR FIXTURE. "B" DESIGNATION DENOTES FIXTURE TO BE BLACK. A4 CEILING 7" SLIMFORM SURFACE MOUNT, 3500K, WHITE TRIM. JUNO JSF 7IN 10LM 35K 90CRI 120 FRPC WH 1 1 1 LED LED LED S5 - -WALL - - EXTERIOR WALL SCONCE MASTER BATH WALL SCONCE T1 JUNO TRAC-LITES R605L 30K 80CRI PDIM FL WH - -CEILING LED CYLINDER TRACK LIGHTLED - - - - - - TO BE SELECTED ($800 PER FIXTURE ALLOWANCE) S6 - -WALL- -EXTERIORMOTION-SENSOR FLOODLIGHT ON PHOTOCELL TO BE SELECTED ($400 PER FIXTURE ALLOWANCE) 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A131 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032Lower Level & SecondLevel Ceiling PlansPermit Resubmit #1 1/4" = 1'-0" 1 Lower Level Ceiling Plan 1/4" = 1'-0" 2 Second Floor Ceiling Plan NORTH NORTH 07/30/19 TVTVTVTV4 4 7 7 11 11 A A D D G G B B 8 8 E E 2 2 2 A301 1 A301 1 1 1 A300 2 A300 REF. FZR MECHDNUP BEDROOM #1 BEDROOM #2 BEDROOM #3 MASTER BEDROOM MASTER BATHROOM MASTER CLOSET LIVINGDINING KITCHENWD STORAGE LAUNDRY REFDW -6" -5" -10" -6" -6" @36" 18 RISERS 19 RISERSBATH #1 BATH #2DN -6" -6" SHELVES SHELVES FURNITURE BY OWNERFIREPLACE TV OVER 96" FIREPLACE 3 SEASONCOVERED PATIO TR MW PANTRYSHELVES AREAWAY BELOW GRILL-15" GFI @40" VENT HOOD RANGE @40" @40" GD 4.5 4.5 6 6 3 3 10 10 9 9 C C NEW ELECTRICAL PANELS AT EXISTING LOCATION F FGFI @40" GFI @40" GFI @40" GFI @40" GFI @40" STACKED W/D @60" @60" @60" TV @60" @40" @40" @40" @40" @40" @40" PROVIDE POWER TO PLUG STRIP AT ISLAND, REF: INTERIOR ELEVATIONS WP TO SWITCH (REF: CEILING PLAN) TO SWITCH (REF: CEILING PLAN) TO SWITCH (REF: CEILING PLAN) TO SWITCH (REF: CEILING PLAN) T A J ELECTRICAL FIXTURE LEGEND TV LIGHT SWITCH THREE-WAY LIGHT SWITCH DUPLEX RECEPTACLE, 120V, 14" A.F.F. (SOLID HATCH INDICATES SWITCHED) DUPLEX FLOOR RECEPTACLE, 120V (SOLID HATCH INDICATES SWITCHED) QUAD RECEPTACLE, 120V, 18" A.F.F. UNDER COUNTER PLUG MOUNT STRIP DATA JACK/ TELEPHONE JACK JUNCTION BOX ALARM CONTROL PANEL THERMOSTAT CABLE/ TV 3 ELECTRICAL GENERAL NOTES A. CONTRACTOR TO SUPPLY AND INSTALL SMOKE DETECTORS PER CODE AND AS ADVISED BY LOCAL FIRE DEPARTMENT. ARCHITECT/OWNER TO VERIFY LOCATIONS. B. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO ACHIEVE A COMPLETE AND OPERATIONAL SYSTEM. COMPLETE ELECTRICAL INSTALLATION SHALL BE GUARANTEED IN WRITING FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. C. ALL ELECTRICAL WORK SHALL COMPLY WITH ALL NATIONAL STATE, AND LOCAL CODES AND ORDINANCES HAVING JURISDICTION. CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY BUILDING PERMITS. D. ALL GENERAL PURPOSE OUTLETS MOUNTED ON WALLS TO BE MOUNTED 18" ABOVE FINISH FLOOR UNLESS NOTED OTHER-WISE. E. COORDINATE ALL OUTLET ROUGH-IN LOCATIONS WITH CASEWORK LOCATIONS AND HEIGHTS. F. CONTRACTOR TO CONFIRM THAT GENERAL PURPOSE OUTLET SPACING MEET MINIMUM REQUIREMENTS. (SUPPLEMENT AS APPROVED). G. CONTRACTOR IS RESPONSIBLE FOR PROVIDING APPROPRIATELY SIZED PANEL BOARD(S) AND FOR CIRCUITING THE ENTIRE PROJECT PER CODES. DRAWINGS INDICATE SPECIAL EQUIPMENT POWER REQUIREMENTS. CALL ARCHITECT OR OWNER WITH ANY QUESTIONS ABOUT EQUIPMENT/POWER REQUIREMENTS. 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A140 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032First Floor Power Plan Permit Resubmit #1 NORTH 1/4" = 1'-0" 1 First Floor Power Plan 07/30/19 11 11 A A D D B B 8 8 E E 1 A301 2 A300 LOUNGE MECH. UP 19 RISERS REF 10 10 9 9 C C @60"TV@60"@30" @52"@52" 11 11 A A D D G G B B 8 8 E E 2 A301 1 A301 2 A300 STUDIO STORAGE WORK REFOPEN TO BELOW DN 18 RISERS DESK @30" WORKOUT 10 10 9 9 C C F F @40" @40" OPEN TO BELOW ELECTRICAL GENERAL NOTES A. CONTRACTOR TO SUPPLY AND INSTALL SMOKE DETECTORS PER CODE AND AS ADVISED BY LOCAL FIRE DEPARTMENT. ARCHITECT/OWNER TO VERIFY LOCATIONS. B. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO ACHIEVE A COMPLETE AND OPERATIONAL SYSTEM. COMPLETE ELECTRICAL INSTALLATION SHALL BE GUARANTEED IN WRITING FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. C. ALL ELECTRICAL WORK SHALL COMPLY WITH ALL NATIONAL STATE, AND LOCAL CODES AND ORDINANCES HAVING JURISDICTION. CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY BUILDING PERMITS. D. ALL GENERAL PURPOSE OUTLETS MOUNTED ON WALLS TO BE MOUNTED 18" ABOVE FINISH FLOOR UNLESS NOTED OTHER-WISE. E. COORDINATE ALL OUTLET ROUGH-IN LOCATIONS WITH CASEWORK LOCATIONS AND HEIGHTS. F. CONTRACTOR TO CONFIRM THAT GENERAL PURPOSE OUTLET SPACING MEET MINIMUM REQUIREMENTS. (SUPPLEMENT AS APPROVED). G. CONTRACTOR IS RESPONSIBLE FOR PROVIDING APPROPRIATELY SIZED PANEL BOARD(S) AND FOR CIRCUITING THE ENTIRE PROJECT PER CODES. DRAWINGS INDICATE SPECIAL EQUIPMENT POWER REQUIREMENTS. CALL ARCHITECT OR OWNER WITH ANY QUESTIONS ABOUT EQUIPMENT/POWER REQUIREMENTS. T A J ELECTRICAL FIXTURE LEGEND TV LIGHT SWITCH THREE-WAY LIGHT SWITCH DUPLEX RECEPTACLE, 120V, 14" A.F.F. (SOLID HATCH INDICATES SWITCHED) DUPLEX FLOOR RECEPTACLE, 120V (SOLID HATCH INDICATES SWITCHED) QUAD RECEPTACLE, 120V, 18" A.F.F. UNDER COUNTER PLUG MOUNT STRIP DATA JACK/ TELEPHONE JACK JUNCTION BOX ALARM CONTROL PANEL THERMOSTAT CABLE/ TV 3 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A141 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032Lower Level & SecondLevel Power PlanPermit Resubmit #1 NORTH NORTH 1/4" = 1'-0" 1 Lower Level Power Plan 1/4" = 1'-0" 2 Second Floor Power Plan 07/30/19 First Level 100' - 0" 4 7 11 8 2 Second Level 110' - 4" High Roof Bearing 117' - 4 3/4" Low Roof Bearing 109' - 3 3/4" 1 1 A300 High Roof Beams 123' - 3 3/4" 2 A300 9' - 3 3/4" 1' - 0 1/4" 3' - 0" 4' - 0 3/4" 5' - 11" 23' - 3 3/4"8' - 4" 4' - 2" 8' - 4" 18' - 4 3/8" 6' - 8 1/4" 14' - 1 3/4" 3' - 9 3/4" 6' - 8 1/4" 8" II II II GG GG GG 6 3 10 9 Mid Roof Bearing 113' - 4" 8 12 8 12 8 12 1 12 4.1 6.7 8.2 6.16 6.10 7.8 7.14 6.10 6.7 4.1 5.3 6.15 7.2 8.3 4.8 PP QQ OO 5.6 5.10 5.6 First Level 100' - 0" AD G B E 2 A301 Second Level 110' - 4" High Roof Bearing 117' - 4 3/4" Low Roof Bearing 109' - 3 3/4" 1 A301 High Roof Beams 123' - 3 3/4"5' - 11" 4' - 0 3/4" 3' - 0" 1' - 0 1/4" 9' - 3 3/4" 23' - 3 3/4"18' - 7" 5' - 4 1/4" 6' - 2" 8' - 9 1/4" 13' - 10 3/4" 1' - 0" AA HH AA NN MM DD 12070S C Mid Roof Bearing 113' - 4" 7.14 6.10 7.8 4.1 7.2 8.2 4.1 8.35.34.1 7.14 F 5.6 4.8 TYP. SITEWORK-02 2.1 NEW CONCRETE WALK - SLOPE AWAY FROM BUILDING 1/4" PER FOOT (ARCHITECT TO APPROVE JOINT PATTERN + FINISH - MOCKUP 2.2 GRADE-SLOPE AWAY FROM STRUCTURE-REF: LANDSCAPE DWGS 2.3 FOUNDATION DRAINAGE 2.4 BACKFILL 2.5 GRANULAR FILL 2.6 HEAVY DUTY VAPOR BARRIER 2.7 DOWNSPOUT BOOT RECEPTOR TO ACCEPT 4", PLAIN, ROUND, GALVANIZED DOWNSPOUT. CONNECT TO BELOW GRADE DRAINAGE SYSTEM. CONCRETE-03 3.1 NEW CONCRETE FOOTING/FOUNDATION WALL-REF: FOUNDATION PLAN 3.2 NEW CONCRETE SLAB (NOTE: COORDINATE SLAB AREAS WITH STRUCTURAL + MECHANICAL DWGS 3.3 FOUNDATION WATERPROOFING 3.4 MORTAR CANT 3.5 KEYWAY AND WATERSTOP 3.6 1/2" EXPANSION JOINT MATERIAL MASONRY-04 4.1 BRICK MASONRY VENEER, SIZE, FINISH AND PATTERN TO MATCH EXISTING, PAINTED FINISH 4.2 CONCRETE MASONRY UNIT 4.3 HORIZONTAL JOINT REINFORCEMENT 4.4 GALVANIZED WALL TIES 4.5 MASONRY CHIMNEY 4.6 LIMESTONE HEARTH 4.7 DAMPPROOFING 4.8 MASONRY SAW-CUT CONTROL JOINT METALS-05 5.1 GALVANIZED STEEL ANGLE. PAINT WHERE EXPOSED TO MATCH TYPICAL TRIM COLOR 5.2 STEEL BEAM - REF: FRAMING PLANS 5.3 PAINTED STEEL CHIMNEY CAP, REF: DETAILS 5.4 HANDRAIL SYSTEM, REF: DETAILS 5.5 PAINTED STEEL BEAM AND COLUMN 5.6 EXTRUDED ALUMINUM TRIM PIECE, REF: DETAILS 5.7 Z-FLASHING. 5.8 JOIST HANGER 5.9 1/2" ANCHOR BOLT 5.10 PAINTED METAL PANEL 5.11 14 GAUGE METAL PANEL, FINISH TO MATCH WINDOW TRIM WOOD AND PLASTICS-06 6.1 2x CONTINUOUS BLOCKING 6.2 WOOD FRAMING 6.3 3/4" PLYWOOD SUBFLOOR 6.4 WOOD FLOOR JOIST CONFIGURATION BY MANUFACTURER 6.5 TREATED 2X PLATE 6.6 WOOD LAMINATED BEAM 6.7 EXTERIOR TRIM (PAINTED) 6.8 INTERIOR TRIM: FIRST FLOOR BASE, 1" x 8"/ SECOND FLOOR BASE, 1" x 6"/ ALL INTERIOR DOOR AND WINDOW CASING 1" x 4", TYP. 6.9 3/4" PLYWOOD ROOF SHEATHING 6.10 BOARD AND BATTEN SMOOTH CEMENT BOARD SIDING, 4' - 0" PANELS, (JAMES HARDIE OR EQUAL) PAINTED 6.11 WOOD BLOCKING SOLID BETWEEN JOISTS AT WALL LOCATION 6.12 WOOD COLUMN 6.13 SMOOTH CEMENT PANEL, (JAMES HARDIE OR EQUAL) PAINTED 6.14 SMOOTH CEMENT PANEL SOFFIT, (JAMES HARDIE OR EQUAL) PAINTED 6.15 THERMALLY MODIFIED POPLAR 1" x 6" FENCE, HORIZONTAL BOARDS, 1 - 1/2" SPACING 6.16 THERMALLY MODIFIED POPLAR 1" x 2 - 3/4" GATE HORIZONTAL BOARDS, 3/4" SPACING, W/ LOCK 6.17 RIM JOIST 6.18 7/16" ZIP-WALL SHEATHING WITH ZIP TAPE THERMAL AND MOISTURE PROTECTION-07 7.1 GALVANIZED DRIP EDGE 7.2 STANDING SEAM METAL ROOF AND UNDERLAYMENT 7.3 MASONRY FLASHING 7.4 MASONRY WEEPS 7.5 'Z' FLASHING ABOVE ALL HORIZONTAL TRIM BOARDS 7.6 SEALANT 7.7 ICE & WATER SHIELD - 36" MIN. ON ROOFS MEASURED FROM INSIDE FACE OF EXTERIOR WALL. 36" MIN. ON EACH SIDE OF VALLEYS. COVER ENTIRE DORMER ROOFS (TYP.). COVER ENTIRE ROOFS WITH PITCH LESS THAN 5/12 AND AT LOCATIONS PER MANUFACTURER AND INDUSTRY STANDARDS. 7.8 HALF-ROUND ALUMINUM GUTTER + ROUND DOWNSPOUT - REF: ROOF PLAN FOR SIZING INFORMATION 7.9 WEATHER BARRIER, TYPAR OR EQUAL 7.10 INTEGRALLY BONDED UNDER-SLAB VAPOR BARRIER. "FLORPRUFE 120" BY W.R. GRACE OR APPROVED EQUAL 7.11 GALVANIZED THRU-WALL FLASHING 7.12 BATT INSULATION 7.13 HIGH-DENSITY SPRAY FOAM INSULATION, (CLOSED CELL AT WALL LOCATIONS AND OPEN CELL AT ROOF LOCATIONS.) 7.14 MALARKEY 3-TAB SHINGLE ROOF (OR EQUAL), COLOR TBD BY ARCHITECT DOORS AND WINDOWS-08 8.1 NEW DOOR - REF: PLANS/SCHEDULE 8.2 NEW WINDOW - REF: PLANS/SCHEDULE 8.3 NEW GARAGE DOOR - REF: PLANS/SCHEDULE FINISHES-09 9.1 FINISH FLOORING (SEE PLANS) 9.2 GYPSUM DRYWALL - REF: PLANS/WALL TYPES & SPECIFICATIONS (LEVEL 4 FINISH U.N.O) ELECTRICAL-15 15.1 ELECTRICAL METER BANK 15.2 LIGHT FIXTURE - REF: REFLECTED CEILING PLANS 15.3 ELECTRICAL OUTLET - REF: ELECTRICAL PLANS MECHANICAL-16 16.1 EXHAUST VENT 16.2 CONDENSING UNIT 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A200 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032Exterior Elevations Permit Resubmit #1 1/4" = 1'-0" 1 North Elevation 1/4" = 1'-0" 2 East Elevation EXTERIOR MATERIALS AREA PERCENTAGE MASONRY BRICK VENEER 3917 SF 46.7% GLAZING 2650 SF 31.6% BOARD & BATTEN FIBER CEMENT BOARD 1337 SF 15.7% METAL PANEL 264 SF 3.0% GARAGE DOOR 140 SF 1.6% WOOD TRIM 78 SF 1% 07/30/19 First Level 100' - 0" 4 7 118 2 Second Level 110' - 4" High Roof Bearing 117' - 4 3/4" Low Roof Bearing 109' - 3 3/4" 1 1 A300 High Roof Beams 123' - 3 3/4" 2 A300 5' - 11" 4' - 0 3/4" 3' - 0" 1' - 0 1/4" 9' - 3 3/4" 23' - 3 3/4"8' - 4"4' - 2" 8' - 4" 18' - 4 3/8" 6' - 8 1/4" 14' - 1 3/4" 3' - 9 3/4" 6' - 8 1/4" 8" 6 3 AAAA II AA MM 5668S 10 9 Mid Roof Bearing 113' - 4" 5.10 7.2 6.7 5.3 4.1 8 12 1 12 8 12 8 12 8.2 6.7 6.7 7.8 6.10 6.7 8.2 4.1 4.8 PP RR SITEWORK-02 2.1 NEW CONCRETE WALK - SLOPE AWAY FROM BUILDING 1/4" PER FOOT (ARCHITECT TO APPROVE JOINT PATTERN + FINISH - MOCKUP 2.2 GRADE-SLOPE AWAY FROM STRUCTURE-REF: LANDSCAPE DWGS 2.3 FOUNDATION DRAINAGE 2.4 BACKFILL 2.5 GRANULAR FILL 2.6 HEAVY DUTY VAPOR BARRIER 2.7 DOWNSPOUT BOOT RECEPTOR TO ACCEPT 4", PLAIN, ROUND, GALVANIZED DOWNSPOUT. CONNECT TO BELOW GRADE DRAINAGE SYSTEM. CONCRETE-03 3.1 NEW CONCRETE FOOTING/FOUNDATION WALL-REF: FOUNDATION PLAN 3.2 NEW CONCRETE SLAB (NOTE: COORDINATE SLAB AREAS WITH STRUCTURAL + MECHANICAL DWGS 3.3 FOUNDATION WATERPROOFING 3.4 MORTAR CANT 3.5 KEYWAY AND WATERSTOP 3.6 1/2" EXPANSION JOINT MATERIAL MASONRY-04 4.1 BRICK MASONRY VENEER, SIZE, FINISH AND PATTERN TO MATCH EXISTING, PAINTED FINISH 4.2 CONCRETE MASONRY UNIT 4.3 HORIZONTAL JOINT REINFORCEMENT 4.4 GALVANIZED WALL TIES 4.5 MASONRY CHIMNEY 4.6 LIMESTONE HEARTH 4.7 DAMPPROOFING 4.8 MASONRY SAW-CUT CONTROL JOINT METALS-05 5.1 GALVANIZED STEEL ANGLE. PAINT WHERE EXPOSED TO MATCH TYPICAL TRIM COLOR 5.2 STEEL BEAM - REF: FRAMING PLANS 5.3 PAINTED STEEL CHIMNEY CAP, REF: DETAILS 5.4 HANDRAIL SYSTEM, REF: DETAILS 5.5 PAINTED STEEL BEAM AND COLUMN 5.6 EXTRUDED ALUMINUM TRIM PIECE, REF: DETAILS 5.7 Z-FLASHING. 5.8 JOIST HANGER 5.9 1/2" ANCHOR BOLT 5.10 PAINTED METAL PANEL 5.11 14 GAUGE METAL PANEL, FINISH TO MATCH WINDOW TRIM WOOD AND PLASTICS-06 6.1 2x CONTINUOUS BLOCKING 6.2 WOOD FRAMING 6.3 3/4" PLYWOOD SUBFLOOR 6.4 WOOD FLOOR JOIST CONFIGURATION BY MANUFACTURER 6.5 TREATED 2X PLATE 6.6 WOOD LAMINATED BEAM 6.7 EXTERIOR TRIM (PAINTED) 6.8 INTERIOR TRIM: FIRST FLOOR BASE, 1" x 8"/ SECOND FLOOR BASE, 1" x 6"/ ALL INTERIOR DOOR AND WINDOW CASING 1" x 4", TYP. 6.9 3/4" PLYWOOD ROOF SHEATHING 6.10 BOARD AND BATTEN SMOOTH CEMENT BOARD SIDING, 4' - 0" PANELS, (JAMES HARDIE OR EQUAL) PAINTED 6.11 WOOD BLOCKING SOLID BETWEEN JOISTS AT WALL LOCATION 6.12 WOOD COLUMN 6.13 SMOOTH CEMENT PANEL, (JAMES HARDIE OR EQUAL) PAINTED 6.14 SMOOTH CEMENT PANEL SOFFIT, (JAMES HARDIE OR EQUAL) PAINTED 6.15 THERMALLY MODIFIED POPLAR 1" x 6" FENCE, HORIZONTAL BOARDS, 1 - 1/2" SPACING 6.16 THERMALLY MODIFIED POPLAR 1" x 2 - 3/4" GATE HORIZONTAL BOARDS, 3/4" SPACING, W/ LOCK 6.17 RIM JOIST 6.18 7/16" ZIP-WALL SHEATHING WITH ZIP TAPE THERMAL AND MOISTURE PROTECTION-07 7.1 GALVANIZED DRIP EDGE 7.2 STANDING SEAM METAL ROOF AND UNDERLAYMENT 7.3 MASONRY FLASHING 7.4 MASONRY WEEPS 7.5 'Z' FLASHING ABOVE ALL HORIZONTAL TRIM BOARDS 7.6 SEALANT 7.7 ICE & WATER SHIELD - 36" MIN. ON ROOFS MEASURED FROM INSIDE FACE OF EXTERIOR WALL. 36" MIN. ON EACH SIDE OF VALLEYS. COVER ENTIRE DORMER ROOFS (TYP.). COVER ENTIRE ROOFS WITH PITCH LESS THAN 5/12 AND AT LOCATIONS PER MANUFACTURER AND INDUSTRY STANDARDS. 7.8 HALF-ROUND ALUMINUM GUTTER + ROUND DOWNSPOUT - REF: ROOF PLAN FOR SIZING INFORMATION 7.9 WEATHER BARRIER, TYPAR OR EQUAL 7.10 INTEGRALLY BONDED UNDER-SLAB VAPOR BARRIER. "FLORPRUFE 120" BY W.R. GRACE OR APPROVED EQUAL 7.11 GALVANIZED THRU-WALL FLASHING 7.12 BATT INSULATION 7.13 HIGH-DENSITY SPRAY FOAM INSULATION, (CLOSED CELL AT WALL LOCATIONS AND OPEN CELL AT ROOF LOCATIONS.) 7.14 MALARKEY 3-TAB SHINGLE ROOF (OR EQUAL), COLOR TBD BY ARCHITECT DOORS AND WINDOWS-08 8.1 NEW DOOR - REF: PLANS/SCHEDULE 8.2 NEW WINDOW - REF: PLANS/SCHEDULE 8.3 NEW GARAGE DOOR - REF: PLANS/SCHEDULE FINISHES-09 9.1 FINISH FLOORING (SEE PLANS) 9.2 GYPSUM DRYWALL - REF: PLANS/WALL TYPES & SPECIFICATIONS (LEVEL 4 FINISH U.N.O) ELECTRICAL-15 15.1 ELECTRICAL METER BANK 15.2 LIGHT FIXTURE - REF: REFLECTED CEILING PLANS 15.3 ELECTRICAL OUTLET - REF: ELECTRICAL PLANS MECHANICAL-16 16.1 EXHAUST VENT 16.2 CONDENSING UNIT First Level 100' - 0" A D GB E Second Level 110' - 4" High Roof Bearing 117' - 4 3/4" Low Roof Bearing 109' - 3 3/4" High Roof Beams 123' - 3 3/4"5' - 11" 4' - 0 3/4" 3' - 0" 1' - 0 1/4" 9' - 3 3/4" 23' - 3 3/4"1' - 0" 13' - 10 3/4" 8' - 9 1/4" 6' - 2" 5' - 4 1/4" 18' - 7" 12070S MM BBBB BB BB BB EEEE EE EE EE KKKK KK KK KK LL 3676G C Mid Roof Bearing 113' - 4" 5.11 8.2 5.10 4.1 7.8 7.14 MM F 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A201 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032Exterior Elevations Permit Resubmit #1 1/4" = 1'-0" 1 South Elevation 1/4" = 1'-0" 2 West Elevation EXTERIOR MATERIALS AREA PERCENTAGE MASONRY BRICK VENEER 3917 SF 46.7% GLAZING 2650 SF 31.6% BOARD & BATTEN FIBER CEMENT BOARD 1337 SF 15.7% METAL PANEL 264 SF 3.0% GARAGE DOOR 140 SF 1.6% WOOD TRIM 78 SF 1% 07/30/19 SITEWORK-02 2.1 NEW CONCRETE WALK - SLOPE AWAY FROM BUILDING 1/4" PER FOOT (ARCHITECT TO APPROVE JOINT PATTERN + FINISH - MOCKUP 2.2 GRADE-SLOPE AWAY FROM STRUCTURE-REF: LANDSCAPE DWGS 2.3 FOUNDATION DRAINAGE 2.4 BACKFILL 2.5 GRANULAR FILL 2.6 HEAVY DUTY VAPOR BARRIER 2.7 DOWNSPOUT BOOT RECEPTOR TO ACCEPT 4", PLAIN, ROUND, GALVANIZED DOWNSPOUT. CONNECT TO BELOW GRADE DRAINAGE SYSTEM. CONCRETE-03 3.1 NEW CONCRETE FOOTING/FOUNDATION WALL-REF: FOUNDATION PLAN 3.2 NEW CONCRETE SLAB (NOTE: COORDINATE SLAB AREAS WITH STRUCTURAL + MECHANICAL DWGS 3.3 FOUNDATION WATERPROOFING 3.4 MORTAR CANT 3.5 KEYWAY AND WATERSTOP 3.6 1/2" EXPANSION JOINT MATERIAL MASONRY-04 4.1 BRICK MASONRY VENEER, SIZE, FINISH AND PATTERN TO MATCH EXISTING, PAINTED FINISH 4.2 CONCRETE MASONRY UNIT 4.3 HORIZONTAL JOINT REINFORCEMENT 4.4 GALVANIZED WALL TIES 4.5 MASONRY CHIMNEY 4.6 LIMESTONE HEARTH 4.7 DAMPPROOFING 4.8 MASONRY SAW-CUT CONTROL JOINT METALS-05 5.1 GALVANIZED STEEL ANGLE. PAINT WHERE EXPOSED TO MATCH TYPICAL TRIM COLOR 5.2 STEEL BEAM - REF: FRAMING PLANS 5.3 PAINTED STEEL CHIMNEY CAP, REF: DETAILS 5.4 HANDRAIL SYSTEM, REF: DETAILS 5.5 PAINTED STEEL BEAM AND COLUMN 5.6 EXTRUDED ALUMINUM TRIM PIECE, REF: DETAILS 5.7 Z-FLASHING. 5.8 JOIST HANGER 5.9 1/2" ANCHOR BOLT 5.10 PAINTED METAL PANEL 5.11 14 GAUGE METAL PANEL, FINISH TO MATCH WINDOW TRIM WOOD AND PLASTICS-06 6.1 2x CONTINUOUS BLOCKING 6.2 WOOD FRAMING 6.3 3/4" PLYWOOD SUBFLOOR 6.4 WOOD FLOOR JOIST CONFIGURATION BY MANUFACTURER 6.5 TREATED 2X PLATE 6.6 WOOD LAMINATED BEAM 6.7 EXTERIOR TRIM (PAINTED) 6.8 INTERIOR TRIM: FIRST FLOOR BASE, 1" x 8"/ SECOND FLOOR BASE, 1" x 6"/ ALL INTERIOR DOOR AND WINDOW CASING 1" x 4", TYP. 6.9 3/4" PLYWOOD ROOF SHEATHING 6.10 BOARD AND BATTEN SMOOTH CEMENT BOARD SIDING, 4' - 0" PANELS, (JAMES HARDIE OR EQUAL) PAINTED 6.11 WOOD BLOCKING SOLID BETWEEN JOISTS AT WALL LOCATION 6.12 WOOD COLUMN 6.13 SMOOTH CEMENT PANEL, (JAMES HARDIE OR EQUAL) PAINTED 6.14 SMOOTH CEMENT PANEL SOFFIT, (JAMES HARDIE OR EQUAL) PAINTED 6.15 THERMALLY MODIFIED POPLAR 1" x 6" FENCE, HORIZONTAL BOARDS, 1 - 1/2" SPACING 6.16 THERMALLY MODIFIED POPLAR 1" x 2 - 3/4" GATE HORIZONTAL BOARDS, 3/4" SPACING, W/ LOCK 6.17 RIM JOIST 6.18 7/16" ZIP-WALL SHEATHING WITH ZIP TAPE THERMAL AND MOISTURE PROTECTION-07 7.1 GALVANIZED DRIP EDGE 7.2 STANDING SEAM METAL ROOF AND UNDERLAYMENT 7.3 MASONRY FLASHING 7.4 MASONRY WEEPS 7.5 'Z' FLASHING ABOVE ALL HORIZONTAL TRIM BOARDS 7.6 SEALANT 7.7 ICE & WATER SHIELD - 36" MIN. ON ROOFS MEASURED FROM INSIDE FACE OF EXTERIOR WALL. 36" MIN. ON EACH SIDE OF VALLEYS. COVER ENTIRE DORMER ROOFS (TYP.). COVER ENTIRE ROOFS WITH PITCH LESS THAN 5/12 AND AT LOCATIONS PER MANUFACTURER AND INDUSTRY STANDARDS. 7.8 HALF-ROUND ALUMINUM GUTTER + ROUND DOWNSPOUT - REF: ROOF PLAN FOR SIZING INFORMATION 7.9 WEATHER BARRIER, TYPAR OR EQUAL 7.10 INTEGRALLY BONDED UNDER-SLAB VAPOR BARRIER. "FLORPRUFE 120" BY W.R. GRACE OR APPROVED EQUAL 7.11 GALVANIZED THRU-WALL FLASHING 7.12 BATT INSULATION 7.13 HIGH -DENSITY SPRAY FOAM INSULATION, (CLOSED CELL AT WALL LOCATIONS AND OPEN CELL AT ROOF LOCATIONS.) 7.14 MALARKEY 3-TAB SHINGLE ROOF (OR EQUAL), COLOR TBD BY ARCHITECT DOORS AND WINDOWS-08 8.1 NEW DOOR - REF: PLANS/SCHEDULE 8.2 NEW WINDOW - REF: PLANS/SCHEDULE 8.3 NEW GARAGE DOOR - REF: PLANS/SCHEDULE FINISHES-09 9.1 FINISH FLOORING (SEE PLANS) 9.2 GYPSUM DRYWALL - REF: PLANS/WALL TYPES & SPECIFICATIONS (LEVEL 4 FINISH U.N.O) ELECTRICAL-15 15.1 ELECTRICAL METER BANK 15.2 LIGHT FIXTURE - REF: REFLECTED CEILING PLANS 15.3 ELECTRICAL OUTLET - REF: ELECTRICAL PLANS MECHANICAL-16 16.1 EXHAUST VENT 16.2 CONDENSING UNIT First Level 100' - 0" 7 8 Second Level 110' - 4" High Roof Bearing 117' - 4 3/4" Low Roof Bearing 109' - 3 3/4" Mid Roof Bearing 113' - 4"9' - 3 3/4" 1' - 0 1/4" 3' - 0" 4' - 0 3/4"18' - 4 3/8" 7.8 7.14 4.1 6.7 TT SS 3' - 8" 3' - 0"First Level 100' - 0" ADB E Low Roof Bearing 109' - 3 3/4" 1 A301 C Mid Roof Bearing 113' - 4"4' - 0 1/4"9' - 3 3/4" 3068G 7.14 4.1 6.14 6.16 7.8 6.10 8.1 6' - 2" 8' - 9 1/4" 13' - 10 3/4" 1' - 0" First Level 100' - 0" A D B E 2 A301 Second Level 110' - 4" High Roof Bearing 117' - 4 3/4" Low Roof Bearing 109' - 3 3/4" 1 A301 High Roof Beams 123' - 3 3/4"5' - 11" 4' - 0 3/4" 3' - 0" 1' - 0 1/4" 9' - 3 3/4" 23' - 3 3/4"C Mid Roof Bearing 113' - 4" F FF 3068G 6.10 5.6 4.1 6.15 7.14 7.8 4.8 TYP. 6.7 1' - 0" 13' - 10 3/4" 8' - 9 1/4" 6' - 2" 5' - 4 1/4" Second Level 110' - 4"7' - 1 1/8"3' - 10" 4' - 9 1/8"12 8 3' - 6"8" 3' - 6" 8" 3' - 6" 12 8 7' - 6 1/2"OO QQ8' - 8 1/2"7' - 1 1/8"4' - 9 1/8"PP Low Roof Bearing 109' - 3 3/4" RR 7' - 10"3' - 0"9' - 10"12 8 8' - 4 1/4"1' - 5 3/4" 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A202 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032Courtyard & GlazingElevationsPermit Resubmit #1 1/4" = 1'-0" 2 Courtyard -North Elevation 1/4" = 1'-0" 3 Courtyard -West Elevation 1/4" = 1'-0" 1 Courtyard -East Elevation 1/2" = 1'-0" 4 Irregular Glazing Elevations -OO, PP, QQ 1/2" = 1'-0" 5 Irregular Glazing Elevation -RR 07/30/19 First Level 100' - 0" A D GBE 2 A301 Second Level 110' - 4" High Roof Bearing 117' - 4 3/4" Low Roof Bearing 109' - 3 3/4" 1 A301 High Roof Beams 123' - 3 3/4"5' - 11" 4' - 0 3/4" 3' - 0" 1' - 0 1/4" 9' - 3 3/4" 1' - 0" 13' - 10 3/4" 8' - 9 1/4" 6' - 2" 5' - 4 1/4" 18' - 7" C Mid Roof Bearing 113' - 4" F 107' - 10 3/4" T.O. MASONRY 3' - 4" EXISTING CRAWLSPACE TO REMAIN EXISTING FLOOR FRAMING TO REMAIN First Level 100' - 0" Lower Level 88' - 11" A D GBE 2 A301 Second Level 110' - 4" High Roof Bearing 117' - 4 3/4" 1 A301 High Roof Beams 123' - 3 3/4"5' - 11" 4' - 0 3/4" 3' - 0" 10' - 4" 11' - 1" 3' - 4" 1' - 0" 13' - 10 3/4" 8' - 9 1/4" 6' - 2" 5' - 4 1/4" 18' - 7" 3' - 4" 114' - 2 1/4" T.O. MASONRY EXISTING CRAWLSPACE TO REMAIN C Mid Roof Bearing 113' - 4" F 23' - 3 3/4"EXISTING FLOOR FRAMING TO REMAIN 2' - 0" 15' - 9" 3' - 0" 3' - 0" 3' - 0" 3' - 0"1' - 0"2' - 0" 2' - 0" 2' - 0" 1' - 0" DRILL & EPOXY (2) #4 X 1'-6" INTO EXISTING FOOTING. MIN. 6" EMBED.2' - 0"A300 3 3' - 0"2' - 0"1' - 0"3' - 0"2' - 0"1' - 0" FOOTING X 1'-8" WIDE(TYP.) 3" CLEAR(2) #4 @ BOTTOM 1' - 6" 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A300 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032Sections Permit Resubmit #1 1/4" = 1'-0" 1 Section A 1/4" = 1'-0" 2 Section B RESIDENTIAL ENVELOPE REQUIREMENTS HAMILTON COUNTY: CLIMATE ZONE 5A CEILING WOOD FRAME WALL MASS WALL FLOOR BASEMENT WALL SLAB CRAWLSPACE WALL R-38 R-20 R-13 R-30 R-10 R-10 R-10 CATEGORY R-VALUE 1/2" = 1'-0" 3 Section B -Stepped Foundation 07/30/19 First Level 100' - 0" Lower Level 88' - 11" 4 7 1182 Second Level 110' - 4" High Roof Bearing 117' - 4 3/4" Low Roof Bearing 109' - 3 3/4"4' - 0 3/4"3' - 0" 1' - 0 1/4" 9' - 3 3/4" 11' - 1" 1 A300 A600 4 2 A300 8' - 4"4' - 2"8' - 4"18' - 4 3/8"6' - 8 1/4"14' - 1 3/4"3' - 9 3/4"6' - 8 1/4" 3' - 8" 7' - 0" 3' - 8"7' - 0" 2' - 0"4' - 0 5/8" 3' - 8" 7' - 0" 63 109 Mid Roof Bearing 113' - 4" 95' - 9" T.O. FTG First Level 100' - 0" 5 4 7 118 2 Second Level 110' - 4" High Roof Bearing 117' - 4 3/4" Low Roof Bearing 109' - 3 3/4" 8' - 4"4' - 2" 8' - 4" 18' - 4 3/8" 6' - 8 1/4" 3' - 8 3/4" 10' - 5" 3' - 9 3/4" 6' - 8 1/4" 8" 1 1 A300 5' - 11" 4' - 0 3/4" 3' - 0" 1' - 0 1/4" 9' - 3 3/4" High Roof Beams 123' - 3 3/4" 3' - 0" 2 A300 6 3 10 9 Mid Roof Bearing 113' - 4"13' - 4 3/4"20' - 7 5/8"9' - 4 1/2"EXISTING CRAWLSPACE TO REMAIN EXISTING FLOOR FRAMING TO REMAIN 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A301 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032Sections Permit Resubmit #1 1/4" = 1'-0" 1 Section C 1/4" = 1'-0" 2 Section D 07/30/19 First Level 100' - 0" First Level 100' - 0" First Level 100' - 0" MW DW TR 11' - 10" 10' - 0 3/4" 1' - 9 1/4" First Level 100' - 0"3' - 0"1' - 9 1/4"10' - 0 3/4" 11' - 10" WOOD FLOORING QUARTZ COUNTERTOP First Level 100' - 0" LINEAR GAS FIREPLACE Mid Roof Bearing 113' - 4"13' - 4"First Level 100' - 0"2' - 2"10" DECORATIVE ACCENT WALL TILE FRAMELESS MIRROR FLOATING WOOD CASEWORK VANITY, PAINTED QUARTZ COUNTERTOP 3' - 0" Lower Level 88' - 11" 9' - 9"REF DWR 3' - 10" 5' - 11" 2' - 1 3/4" Second Level 110' - 4"1' - 5"2"1' - 5" 2" 1' - 10" 3' - 0" WOOD CASEWORK, PAINTED QUARTZ COUNTERTOP BEV FIXED WOOD SHELF, TYP. GYPSUM DRYWALL, PAINTED DECORATIVE ACCENT TILE METAL GUARDRAIL First Level 100' - 0" EXISTING MASONRY VENEER, PAINTED WOOD CASEWORK, PAINTED GYPSUM DRYWALL, PAINTED FIXED SHELF W/ HANGING ROD BELOW QUARTZ COUNTEROP First Level 100' - 0" QUARTZ COUNTERTOP 3' - 0"WOOD CASEWORK, PAINTED GYPSUM DRYWALL, PAINTED SLOPED GYPSUM DRYWALL CEILING, PAINTED DECORATIVE ACCENT WALL TILE First Level 100' - 0" 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A400 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032Interior Elevations Permit Resubmit #1 3/8" = 1'-0" 1 Kitchen -North 3/8" = 1'-0" 2 Kitchen -East 3/8" = 1'-0" 3 Kitchen -Island North 3/8" = 1'-0" 4 Kitchen -Island South 3/8" = 1'-0" 5 Living -South 3/8" = 1'-0" 6 Bath Vanity, TYP. 3/8" = 1'-0" 9 Lower Level Lounge -South 3/8" = 1'-0" 10 Work -East 3/8" = 1'-0" 12 Laundry -East 3/8" = 1'-0" 13 Laundry -West 3/8" = 1'-0" 11 Bath #1 -North 07/30/19 First Level 100' - 0"3' - 0"3' - 0"3' - 6" 6' - 10" First Level 100' - 0"1' - 0" 2' - 0" 6' - 0"DECORATIVE ACCENT WALL TILE FRAMELESS MIRROR, TYP. FLOATING WOOD CASEWORK VANITY, PAINTED QUARTZ COUNTERTOP DECORATIVE WALL SCONCE, TYP. First Level 100' - 0" First Level 100' - 0" Low Roof Bearing 109' - 3 3/4" Mid Roof Bearing 113' - 4"6" 6' - 8" 1' - 2" 1' - 5 3/4" 4' - 0 1/4"First Level 100' - 0"6' - 8"6" Mid Roof Bearing 113' - 4" 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A401 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032Interior Elevations Permit Resubmit #1 3/8" = 1'-0" 1 Master Bedroom -West 3/8" = 1'-0" 2 Master Bath -South 3/8" = 1'-0" 3 Master Bath -Shower South 3/8" = 1'-0" 4 3 Season -South 3/8" = 1'-0" 5 3 Season -North 07/30/19 DOUBLE 2X WOOD TOP PLATE PT 2X WOOD BOTTOM PLATE LVL BEAM (HEADER) 1,000 LB ANCHOR STRAP 2X WOOD TOP PLATE ANCHOR BOLTS 2X WOOD WALL STUDS 10' MAXOPENINGS GREATER THAN 7' 6" REQUIRE LVL BEAM DOUBLE 2X WOOD TOP PLATE (BEARING WALLS ONLY) PT 2X WOOD BOTTOM PLATECONT. WALL STUD TO TOP DOUBLE TOP PLATEEACH SIDE OF HEADERHEADER -(2) 2X10 (BEARING WALLS ONLY)DOOR ROUGH OPENINGVARIES WALL STUD TO UNDERSIDE OF HEADER1. ALL LOCKSETS TO BE MASTER KEYED AS DIRECTION OF OWNER. 2. PROVIDE INTERCHANGEABLE LOCKSETS. 3. PROVIDE SILENCERS ON ALL DOORS WITHOUT OTHER COMPATIBLE SEALS. 4. GLASS TO BE TEMPERED WHERE REQUIRED BY CODE OR AS NOTED. 5. GENERAL NOTES: OPENINGS HINGES: H1 BUTT HINGES 1 -1/2 PR, BY DORMA OR EQUAL H2 HINGES BY DOOR MANUFACTURER H3 SLIDING POCKET DOOR HARDWARE, SOFT-CLOSE, COMMERCIAL GRADE, ANSI CERTIFIED MATERIALS: AL-1 ALUMINUMM, WEATHERSHIELD "OBSIDIAN" FINISH GL-1 GLASS (INSULATED/CLEAR/LOW-E) GL-2 TEMPERED GLASS, ZOE-6 SECURITY GLAZING (INSULATED/CLEAR/LOW-E) GL-3 FROSTED, TEMPERED GLASS (INSULATED, LOW-E) WD-1 PAINT-GRADE MAPLE (OR APPROVED EQ.) HM-1 HOLLOW METAL LATCHES: L1 ENTRY- DEADLOCK LOCK CYLINDER/THUMBTURN L2 PASSAGE LOCKSET L3 PRIVACY LOCKSET L4 POCKET DOOR W/ PRIVACY LATCH L5 LATCH BY DOOR MANUFACTURER CLOSERS: C1 CLOSER (CONCEALED) W/ HOLD OPEN, PROVIDE STOP IN CLOSER C2 WALL-MOUNTED DOOR STOP C3 SIDE-MOUNTED JACKSHAFT GARAGE DOOR OPENER SEAL: S1 ALUMINUM THRESHOLD AND WEATHER STRIPPING (BY EXTERIOR DOOR MANUFACTURER) HARDWARE SPECIFICATIONS INDICATE MANUFACTURER NAMES, AND PRODUCT #'S TO BE USED. SUBMIT HARDWARE SUBMITTALS FOR ARCHITECT REVIEW PRIOR TO PURCHASE. ANY ALTERNATES TO BE APPROVED BY ARCHITECTS. COLOR FINISHES: PT-1 SW 7004 "SNOWBOUND" PT-2 PAINT COLOR TO MATCH EXTERIOR WINDOW COLOR, WEATHERSHIELD "OBSIDIAN" PT-3 ACCENT COLOR T.B.D BY ARCHITECT PT-4 PAINT COLOR TO MATCH EXTERIOR MASONRY COLOR, TBD BY ARCHITECT DOOR ELEVATIONS DOOR A DOOR B VARIES VARIES DOOR FRAME ELEVATIONS FRAME A VARIES VARIES GL-1 VARIES VARIES DOOR C VARIES VARIES GL-2 AL-2WD-1 2"2" DOOR D DOOR E WD-1 WD-1 VARIES VARIES VARIES VARIES DOOR F VARIES VARIES WD-1 First Level 100' - 0" Lower Level 88' - 11" 11 Second Level 110' - 4" High Roof Bearing 117' - 4 3/4" Low Roof Bearing 109' - 3 3/4"4' - 0 3/4"3' - 0" 1' - 0 1/4" 9' - 3 3/4" 11' - 1" 17' - 4 3/4"A600 5 3' - 8" Mid Roof Bearing 113' - 4" 8 12 7.14 6.9 6.9 7.13 7.18 9.2 9.1 9.2 6.3 6.4 6.17 6.2 6.2 4.1 2.2 6.10 6.17 9.16.3 6.4 6.2 3.1 5.6 6.7 6.8 7.13 114' - 2 1/4" T.O. MASONRY 88' - 7" T.O. FOOTING 7.13 6.8 2' - 0"8' - 0" Lower Level 88' - 11" 11 3.6 3.27.10 2.3 2.5 2' - 0"1' - 0"3.1 4"6" 88' - 7" T.O. FOOTING SITEWORK-02 2.1 NEW CONCRETE WALK - SLOPE AWAY FROM BUILDING 1/4" PER FOOT (ARCHITECT TO APPROVE JOINT PATTERN + FINISH - MOCKUP 2.2 GRADE-SLOPE AWAY FROM STRUCTURE-REF: LANDSCAPE DWGS 2.3 FOUNDATION DRAINAGE 2.4 BACKFILL 2.5 GRANULAR FILL 2.6 HEAVY DUTY VAPOR BARRIER 2.7 DOWNSPOUT BOOT RECEPTOR TO ACCEPT 4", PLAIN, ROUND, GALVANIZED DOWNSPOUT. CONNECT TO BELOW GRADE DRAINAGE SYSTEM. CONCRETE-03 3.1 NEW CONCRETE FOOTING/FOUNDATION WALL-REF: FOUNDATION PLAN 3.2 NEW CONCRETE SLAB (NOTE: COORDINATE SLAB AREAS WITH STRUCTURAL + MECHANICAL DWGS 3.3 FOUNDATION WATERPROOFING 3.4 MORTAR CANT 3.5 KEYWAY AND WATERSTOP 3.6 1/2" EXPANSION JOINT MATERIAL MASONRY-04 4.1 BRICK MASONRY VENEER, SIZE, FINISH AND PATTERN TO MATCH EXISTING, PAINTED FINISH 4.2 CONCRETE MASONRY UNIT 4.3 HORIZONTAL JOINT REINFORCEMENT 4.4 GALVANIZED WALL TIES 4.5 MASONRY CHIMNEY 4.6 LIMESTONE HEARTH 4.7 DAMPPROOFING 4.8 MASONRY SAW-CUT CONTROL JOINT METALS-05 5.1 GALVANIZED STEEL ANGLE. PAINT WHERE EXPOSED TO MATCH TYPICAL TRIM COLOR 5.2 STEEL BEAM - REF: FRAMING PLANS 5.3 PAINTED STEEL CHIMNEY CAP, REF: DETAILS 5.4 HANDRAIL SYSTEM, REF: DETAILS 5.5 PAINTED STEEL BEAM AND COLUMN 5.6 EXTRUDED ALUMINUM TRIM PIECE, REF: DETAILS 5.7 Z-FLASHING. 5.8 JOIST HANGER 5.9 1/2" ANCHOR BOLT 5.10 PAINTED METAL PANEL 5.11 14 GAUGE METAL PANEL, FINISH TO MATCH WINDOW TRIM WOOD AND PLASTICS-06 6.1 2x CONTINUOUS BLOCKING 6.2 WOOD FRAMING 6.3 3/4" PLYWOOD SUBFLOOR 6.4 WOOD FLOOR JOIST CONFIGURATION BY MANUFACTURER 6.5 TREATED 2X PLATE 6.6 WOOD LAMINATED BEAM 6.7 EXTERIOR TRIM (PAINTED) 6.8 INTERIOR TRIM: FIRST FLOOR BASE, 1" x 8"/ SECOND FLOOR BASE, 1" x 6"/ ALL INTERIOR DOOR AND WINDOW CASING 1" x 4", TYP. 6.9 3/4" PLYWOOD ROOF SHEATHING 6.10 BOARD AND BATTEN SMOOTH CEMENT BOARD SIDING, 4' - 0" PANELS, (JAMES HARDIE OR EQUAL) PAINTED 6.11 WOOD BLOCKING SOLID BETWEEN JOISTS AT WALL LOCATION 6.12 WOOD COLUMN 6.13 SMOOTH CEMENT PANEL, (JAMES HARDIE OR EQUAL) PAINTED 6.14 SMOOTH CEMENT PANEL SOFFIT, (JAMES HARDIE OR EQUAL) PAINTED 6.15 THERMALLY MODIFIED POPLAR 1" x 6" FENCE, HORIZONTAL BOARDS, 1 - 1/2" SPACING 6.16 THERMALLY MODIFIED POPLAR 1" x 2 - 3/4" GATE HORIZONTAL BOARDS, 3/4" SPACING, W/ LOCK 6.17 RIM JOIST 6.18 7/16" ZIP-WALL SHEATHING WITH ZIP TAPE THERMAL AND MOISTURE PROTECTION-07 7.1 GALVANIZED DRIP EDGE 7.2 STANDING SEAM METAL ROOF AND UNDERLAYMENT 7.3 MASONRY FLASHING 7.4 MASONRY WEEPS 7.5 'Z' FLASHING ABOVE ALL HORIZONTAL TRIM BOARDS 7.6 SEALANT 7.7 ICE & WATER SHIELD - 36" MIN. ON ROOFS MEASURED FROM INSIDE FACE OF EXTERIOR WALL. 36" MIN. ON EACH SIDE OF VALLEYS. COVER ENTIRE DORMER ROOFS (TYP.). COVER ENTIRE ROOFS WITH PITCH LESS THAN 5/12 AND AT LOCATIONS PER MANUFACTURER AND INDUSTRY STANDARDS. 7.8 HALF-ROUND ALUMINUM GUTTER + ROUND DOWNSPOUT - REF: ROOF PLAN FOR SIZING INFORMATION 7.9 WEATHER BARRIER, TYPAR OR EQUAL 7.10 INTEGRALLY BONDED UNDER-SLAB VAPOR BARRIER. "FLORPRUFE 120" BY W.R. GRACE OR APPROVED EQUAL 7.11 GALVANIZED THRU-WALL FLASHING 7.12 BATT INSULATION 7.13 HIGH-DENSITY SPRAY FOAM INSULATION, (CLOSED CELL AT WALL LOCATIONS AND OPEN CELL AT ROOF LOCATIONS.) 7.14 MALARKEY 3-TAB SHINGLE ROOF (OR EQUAL), COLOR TBD BY ARCHITECT DOORS AND WINDOWS-08 8.1 NEW DOOR - REF: PLANS/SCHEDULE 8.2 NEW WINDOW - REF: PLANS/SCHEDULE 8.3 NEW GARAGE DOOR - REF: PLANS/SCHEDULE FINISHES-09 9.1 FINISH FLOORING (SEE PLANS) 9.2 GYPSUM DRYWALL - REF: PLANS/WALL TYPES & SPECIFICATIONS (LEVEL 4 FINISH U.N.O) ELECTRICAL-15 15.1 ELECTRICAL METER BANK 15.2 LIGHT FIXTURE - REF: REFLECTED CEILING PLANS 15.3 ELECTRICAL OUTLET - REF: ELECTRICAL PLANS MECHANICAL-16 16.1 EXHAUST VENT 16.2 CONDENSING UNIT 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A600 018.022Zaniker Residence143 4th Street NWCarmel, IN 46032Opening Information &Wall SectionPermit Resubmit #1 DOOR SCHEDULE Count # DIMENSION DOOR FRAME HARDWARE Remarks WIDTH HEIGHT THICKNESS ELEVATION GLAZING MATERIAL MATERIAL FINISH TYPE DEPTH MATERIAL FINISH HINGE LATCH CONTROL SEAL 1 2468R 2' - 4" 6' - 8" 1 3/4" A - WD-1 PT-1 A 3/4" WD-1 PT-1 H1 L3 - - 6 2668R 2' - 6" 6' - 8" 1 3/4" A - WD-1 PT-1 A 3/4" WD-1 PT-1 H1 L3 - - 1 3068F 3' - 0" 6' - 8" 1 3/4" 2 3068G 3' - 0" 6' - 8" 1 3/4" B GL-2 AL-1 PT-2 A 3/4" WD-1 PT-1 H1 S1 1 3068O 0" 0" A - H1 L3 - S1 KITCHEN GARAGE DOOR 1 3068R 3' - 0" 6' - 8" 1 3/4" A - WD-1 PT-1 A 3/4" WD-1 PT-1 H1 L3 - - 2 3068S 3' - 0" 6' - 8" 1 3/4" 1 3676G 3' - 6" 7' - 6" 1 3/4" B GL-2 AL-1 PT-2 A 3/4" S1 1 3768P 3' - 7 1/2"6' - 8" 1 3/4" D - WD-1 PT-1 H3 L4 - - 2 3868P 3' - 8" 6' - 8" 1 3/4" D - WD-1 PT-1 H3 L4 - - 2 4068C 4' - 0" 6' - 8" 1 3/8" F - 2 5068C 5' - 0" 6' - 8" 1 3/8" F - 2 5668S 5' - 6" 6' - 8" 5 13/16" 2 12070S 12' - 0" 7' - 0" 0" H2 L5 - S1 1 16090O 16' - 0" 8' - 8" 1 1/2" -0" - - - - C3 S1 FLUSH OVERHEAD GARAGE DOOR BY CLOPAY OR APPROVED EQ. WINDOW SCHEDULE Count Type Mark Width Height Sill Height Head Height Finish Level Comments 5 AA 2' - 10" 4' - 2" 2' - 6" 6' - 8" Obsidian First Level 5 BB 3' - 2" 2' - 6" 0" 2' - 6" Obsidian First Level FROSTED GLASS 2 CC 3' - 0" 7' - 8" 7' - 10" 15' - 6" Obsidian First Level 1 DD 2' - 7" 7' - 2" -6" 6' - 8" Obsidian First Level 5 EE 3' - 2" 4' - 2" 2' - 6" 6' - 8" Obsidian First Level 1 FF 3' - 0" 6' - 0" 8" 6' - 8" Obsidian First Level 3 GG 3' - 6" 2' - 8" 6' - 4" 9' - 0" Obsidian First Level 1 HH 3' - 3 1/2" 6' - 0" 8" 6' - 8" Obsidian First Level 4 II 3' - 6" 3' - 6" 0" 3' - 6" Obsidian Second Level 5 KK 3' - 2" 4' - 0" 7' - 8" 11' - 8" Obsidian First Level 1 LL 3' - 11" 4' - 0" 7' - 8" 11' - 8" Obsidian First Level 4 MM 3' - 0" 7' - 2" -6" 6' - 8" Obsidian First Level 1 NN 4' - 0" 7' - 2" -6" 6' - 8" Obsidian First Level 1 SS 12' - 0" 3' - 0" 3' - 8" 6' - 8" Obsidian First Level 1 TT 3' - 0" 3' - 0" 3' - 8" 6' - 8" Obsidian First Level 1/2" = 1'-0" 1 Typical Garage Door Header 1/2" = 1'-0" 2 Typical Door Header WINDOWS MANUFACTURED BY WEATHERSHIELD, CONTEMPORARY COLLECTION, FLUSH FRAME STYLE (OBSIDIAN EXTERIOR) WITH FLAT CASING (PRIMED INTERIOR). WINDOW NOTE: 1/2" = 1'-0" 4 Section C -East Wall Section 1" = 1'-0" 5 Section C -East Foundation NOTE: REFERENCE A202 FOR SIZES OF IRREGULAR WINDOW SHAPES - OO, PP, QQ, RR. 07/30/19 200 SOUTH MERIDIAN STREET SUITE 301 INDIANAPOLIS, INDIANA 46225 drawn: checked: certification: sheet number: project number: sheet title: project name: consultants: date: description: PHONE: 317.501.6021 INFO@ONE10STUDIO.COM ONE10STUDIO.COM Copyright: ONE10 STUDIO Architects, 2019PERMIT ISSUEA R C H I T E C T S MEB CAK 07.11.2019 A900 018.022Zaniker Residence143 4th Street NWCarmel, IN 460323D Drawings Permit Resubmit #1 4 Ext -Northeast Monon 1 Ext -Northeast Driveway Approach BW 2 Ext -Southwest 3 Ext -Southeast 5 Int -Kitchen to Living 6 Ext -Courtyard Southwest 07/30/19 200 S MERIDIAN STREET | SUITE 301 | INDIANAPOLIS, IN 46225 PH: 317.501.6021 FX: 317.282.0656 info@one10studio.com 07.11.2019Zaniker Residence Permit Resubmit #1 A901 EXTERIOR MATERIAL PALETTE 07/30/19 1 Northeast Driveway Approach 200 S MERIDIAN STREET | SUITE 301 | INDIANAPOLIS, IN 46225 PH: 317.501.6021 FX: 317.282.0656 info@one10studio.com 07.11.2019Zaniker Residence Permit Resubmit #1 A902 07/30/19 200 S MERIDIAN STREET | SUITE 301 | INDIANAPOLIS, IN 46225 PH: 317.501.6021 FX: 317.282.0656 info@one10studio.com 07.11.2019Zaniker Residence Permit Resubmit #1 A903 1 Northwest Monon 07/30/19