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HomeMy WebLinkAboutPacket for HO 04-24-23 Gradison Land Development 6330 East 75th Street, Suite 156 Indianapolis, IN 46250 Office: 317.594-7575 Fax: 317.594.7580 February 17, 2021 Angie Conn, AICP Planning Administrator City of Carmel Planning & Zoning Dept. 1 Civic Square, 3rd Flr. Carmel, IN 46032 Re: Cook Tennis Barn Height Variance (PZ-2023-00061 V) Introduction The owner of the property located at 10455 Laurel Ridge Lane (Laurel Ridge Subdivision, Lots 9 & 10) is proposing to construct a tennis barn which will have a height of 25’ which exceeds the maximum allowable height of an accessory structure of 18’. Statement of Variance Request and Statement of Support The owner of the property located at 10455 Laurel Ridge Lane (Laurel Ridge Subdivision, Lots 9 & 10) is proposing to construct a tennis barn which will have a height of 25’ which exceeds the maximum allowable height of an accessory structure of 18’Due to the size of the homes and accessory structures in Laurel Ridge, we believe that a height of 25 ’ is necessary to be harmonious with all the other structures in the subdivision. 4/13/23, 1:29 PM Google Maps https://www.google.com/maps/@39.9394142,-86.1798179,857m/data=!3m1!1e3?hl=en 1/1 Imagery ©2023 IndianaMap Framework Data, Maxar Technologies, USDA/FPAC/GEO, Map data ©2023 200 ft REVISIONS: 1.2.03.20 • MAIN FLOOR PRELIMINARY 2, 2.21.2023 MAIN FLOOR • ADD 24" THROUGH THE CENTER FRONT TO BACK • CHANGE FIREPLACE TO WOOD BURNING WITH WOOD STORAGE SHOW MICROWAVE IN THE BAR ISLAND • CHANGE HIGH LIFT GLASS GARAGE DOOR TO 2 - 12' WIDE SLIDERS • REVERSE VERTICALLY BATH AND ENCLOSED STORAGE AREA • CHANGE "FRONT" DOUBLE DOOR SINGLE DOOR • ADD SMALL SHED ROOF AT FRONT DOOR • CHANGE C3511-2 WINDOWS IN STORAGE AREA TO 2 SINGLE 03571 WINDOWS SPREAD APART • ADD A WINDOW C3511 TO RIGHT ELEVATION • AD-IVAC AND TANKLESS WATER HEATER IN CORNER OF BATH AND STORAGE AREA • CHANGE SHOWER HEAD IN BATH SHOWER TO HAND HELD ADD WINDOWS TO REAR ELEVATION OF STORAGE AREA ELEVATIONS • ADD ELEVATIONS WITH BRICK AND STONE COMBINATION • FULL STONE CHIMNEY AT FIREPLACE WITH CLAY POT FLUE 3. 3.6.2023 • ADD TENNIS BARN TO PLOT PLAN FOR SUBMITTAL FOR VARIANCE 4. 3.20.2023 REVISIONS FOR BID PLANS ELEVATION • UPDATE FRONT DOOR FOR ARCH TOP WITH 3/4 GLASS PANEL MAIN FLOOR BAR CHANGES - CHANGE FULL SIZE FRIDGE IN BAR TO UNDER COUNTER FRIDGE - NOTE FLOATING SHELVES - CHANGE SINK TO LARGE SINGLE BASIN RE CENTER SINK AND WINDOW (12" SHIFT TO THE LEFT INTERIOR VIEW) UPDATE EXTERIOR - DELETE ISLAND AND MOVE MICRO TO SINK CABINET RUN • CENTER FIREPLACE ON EXTERIOR WALL • ADD CENTERED POP-UP 12' TRAY CEILING WITH PINE VALLEY BEAMS AT ENTERTAINMENT AREA DELINEATING SEATING AREA • REVERSE ENCLOSED STORAGE INTO STORAGE AREA • MOVE DOOR TO STORAGE TO ACROSS FROM THE BATH AND MOVE UTILITIES TO FORMER DOOR LOCATION PLOT PLAN SHIFT THE TENNIS BARN TOWARD THE EXISTING TENNIS COURT II' MOVE THE PARKING AREA WITH THE TENNIS BARN/ REDUCE WIDTH OF DRIVE TO 14' FOR CURVES 5. 4.12.2023 • INCREASE WALL HEIGHT FROM 10' TO 12' AND CHANGE EXTERIOR WALLS FROM 2x4 TO 2x6 FRAME WALLS • REMOVE CEILING TREATMENT FROM ENTERTAINMENT AREA • UPDATE ELEVATIONS Cook Tennis warn 104E�E� Laurel R i dgs Carmel, Indiana 46032 GRADISON DESIGN -BUILD 317.594.7575 © 2023 Gradison Building Corp, this information is property of Gradison Building Corp. Any unauthorized use or reproduction in whole or part is prohibited. a Cook Tennis Barn - Main Floor SCALE: 1/&" = 11-0II 20'-10" 11--4" 6'-0" WI E ARCH _ _ _ _ 2x4 FRAME WALLS w/ BRICK ON INTERIOR = COV'RD AND EXTERIOR HDR 10'-I" HDR HT ENTRY 3525 T m c3559-2 C35TI 25" ARC T 10'-I" HDR HT 3680 ' m a ' r - - - , D/W ' ° rc : I llC;Rl SHQWE jPAN \ C351I ] 3525-2 T HOE BE = FLOA O' �9 ING FLOATING BAR STORAGE AREA = ip p _ SHEL Es SHELVES _ � m Q = _ O V BATH O ----- TILE m� 42 6' O" m NN "u 3080 O U I I 4VAC O Q O BIRMINGHAM -7 30ao c7 c� O - Q - WOOD -BURN O ENTERTAINMENT AREA TANKLESS di '^ FIREPLACE 6'-3h" WATER w/ GAS STARTER 12' FLAT CLG HEATER STONE SURROUND LUXURY VINYL PLANK w Q q mm O mu N 4_0, CONCR E 0 APRON J ' O 31.0 SF U w 'a Q K S m O ----------------------- 14186-OXXO 141 25" TRANSOM 25" T%RANSO-0XXO M Ul 10'-I" HDR HTe, 3525 i 35251T m O l'-II�'z" 13'-4✓s" _ m 14' 2" S-O.. 49'-0" 50'-S" MAIN FLOOR PLAN 968 SF ENTERTAINMENT AREA 511 SF STORAGE AREA 60 SF COVRD ENTRY SPECIFIC MAIN FLOOR FLAN NOTES: I. EXTERIOR WALLS ARE TO BE 2x6 STUD WALLS w/ 1/2" ZIP WALL SYSTEM SHEATHING 2. 10'-I-I/8" WALL HEIGHT UNLESS NOTED OTHERWISE 3. INTERIOR WALLS ARE 2x4 STUDS O 16" o.c. I/2" DRYWALL, SCREWED, TAPE BED FINISH AND SANDED WALL LEGEND 0 2x4 FRAME WALL C = _ _ 3 2x4 FRAME WALL SHORT - 2x6 FRAME WALL I Gook Tennis Barn - Foundation SCALE: 1/0" = lI-O" I' 8" 21'-0" 12' 0„ o o --------------------------- 4" CONC. SLAB N OVER 4" MIN. N ------------------------------------------------ PEA FILL QI _ I Ir ,'O', f T_S" r- II I II m II III I I m I I II I I WALLS BUILT ON ,p°fp S3, I I I I SLAB ABOVE •• VERIFY LOCATION OF y'+ fin-•. I I ✓✓✓""" FLOOR OUTLET 'p II CONCRETE PAD UNDER I I I WALLS BUILT ON I I FIREPLACE I I SLAB ABOVE II ; FOR SUPPORT I FOR STONE II _ SURROUND II I I I LINEXCAVATED I I PE SLAB TO DOOR TYPICAL GARAGE FLOOR 4" CONCRETE SLAB c/w Q 6 m11 POLY VAPOR BARRIER I I COMPACTED GRANULAR FILL I I II I II , , II - _----------J1-------------------------------------------------------- ---------------------------------------------------- FOUNDATION PLAN CONCRETE SLAB ON GRADE N i co W Q O U�U DRAWN BY: K. HawkTns DATE: 4/12/2023 REVISIONS: PRELIM #1 2.3.2023 PRELIM #2 2.21.2023 PRELIM #3 3.6.2023 BID PLANS 3.20.2023 12' WALL HT 4.12.2023 PAGE: 2 Main Floor Cook Tennis Barn - Main Floor Walls Cook Tennis Sarn - Roof Plan Z Q SCALE: 1/5" = 11-011 SCALE: 1/8" = 11-0" O r Z � A) `° wn m �{ to 3 v 3 3 Q II II 0 a u I 12/12 PITCH 12/12 PITCH I I I I II II • � II 0 II II II 0 I& v ��a m w o II II q�Uwo z� I I 9/12 PITCH y 12/12 PITCH ` II II so O�c�0�0,� Q o 9 I I RIDGE RIDGE 12/12 PITCH E s g k m m II II II II II � e y II � A II 1� I I 9/12 PITCH I I II II II II � II II (Y) 4 II II �0 II L II II II I I (UYa ll n/ I I L I' 8" 4S-O.. n, ROOF PLAN () MAIN FLOOR WALLS WALL LECsEND W' OVERHANGS 0 PLATE HEIGHT 2x4 FRAME WALL O C = _ _ ] 2x4 FRAME WALL SHORT - 2.6 FRAME WALL DRAWN BY: K, Hawkins DATE: 4/12/2023 REVISIONS: PRELIM #1 2.3.2023 PRELIM #2 2.21.2023 PRELIM #3 3.6.2023 BID PLANS 3.20.2023 12' WALL HT 4.12.2023 PAGE: 3 Roof 4 Main Fir Walls 10455 Laurel iR i dge Ln &C,ALE. 1" = 40'-0" S C15 69.30' 25' D. & U.E. C16 LAUREL RIDGE LANE - ~ `- �--- - - COMMON AREA — N 00°13`35" E 391. 90` G+17 INGRESSIEGRESS, DRAINAGE, UTILITY ! R NT 69.38' S 96.04' _ 25' D. & I I I I I to I I� I I �I I22 [T7I �0 I 1 I� I ILI' I I I I I I I 1 I I I I I i N 00016'41 " E 195.27' .-.. LastsI tl.— -- PRIVATE WALK 41.3 SF z Q E 108. (D Of o tl1 r W 3 Q IR p— A r J, PROPOSED DRIVE 2,765.4 SF ��PROPOSED TENNIS BARN 73 SF EXISTING TENNIS COURT 40' D.E. N 00°16'41"' E --L. DRAWN BY: K. Hawkins DATE: 4/12/2023 REVISIONS: PRELIM #1 2.3.2023 PRELIM #2 2.21.2023 PRELIM #3 3.6.2023 BID PLANS 3.20.2023 12' WALL HT 4.12.2023 PAGE: 4 Plot Plan Cook Tennis Sarn - Main Floor - Electrical SCALE: 1/5° = 1i-0 l1 ti HOSE BIB ® BAR BATH O® ENTERTAIANT AREA ------------------ ------------------ as ab MAIN FLOOR ELECTRICAL PLAN ELECTRICAL GENERAL NOTE: I. ELECTRICAL SYMBOLS ARE NOT IN EXACT LOCATIONS AS THEY WILL BE PLACED IN THE FIELD. SOME SYMBOLS ARE MOVED SLIGHTLY TO ALLOW NOTES OR OTHER SYMBOLS TO BE SHOWN 2. REFER TO COCONSTRUCT ELECTRICAL FOR ERRORS OR OMISSIONS OF ELECTRICAL ITEMS ON PLANS m Om ELECTRICAL LEGEND ELECTRICAL COUNT SYMBOL cc detector I outlet gfi 2 smoke detector I Shower Can Light 1 0 fluorescent light 1 x 4 3 Decorative Calling Light 3 ci Wall Mount I 6In Recessed Can Light 14 Floor Outlet I ljyFLR Exhaust fan 4 light I piL cable tv outlet 1 O outlet wp 2 CONCRETE APRON 31.0 5P Q F r Z tl1 r �{ wvnJ fu rn 3 3 v 3 Q � N CIO !d-1 W Q 0 U�U DRAWN BY: K. HawkTns DATE: 4/12/2023 REVISIONS: PRELIM #1 2.3.2023 PRELIM #2 2.21.2023 PRELIM #3 3.6.2023 BID PLANS 3.20.2023 12' WALL HT 4.12.2023 PAGE: 5 Electrical Main £ 2- 2X4 TOP PLATE Z9, 16''X4" L.V.L. BEAM HEADER BUILT-UP HEADER WALL STUD SEALANT AND BAGGER ROD 2x12 HEADER Ql 9 Q Z p INTERIOR CASING METAL FLASHING SHIMS AND INSULATIONCq N _V 2X4 WALL WINDOW UNIT 13 3 O .1}�� 3 V 3 3 A O TYPICAL HEADER DETAIL 1/2" ANCHOR WINDOW UNIT SCALE: 3/16" = V-O" BOLTS TREATED BOTTOM PLATE `, SEALANT AND BACKER ROD NTERIOR CASING • TYPICAL 2x6 MASONRY EXTERIOR WALL: 2x4 SILL PLATE 5.5" MASONRY • 1 1/2" ZIP WALL SYSTEM SHEATHING o TYPICAL 9'-O'' WIDE 2x4 STUDS e 16" o.c. GARAGE HEADER DOOR R15 BATT INSULATION m E m o HEADER DETAIL 1/2" DRYWALL TAPED AND SANDED s x SCALE: 1/4" = 1 i-O" ms m 0� OMZ!mmo $1 N CM DOUBLE 2X4 TOP L �_ PLATE ca DOUBLE 2X4 TOP 2X4 CRIPPLE PLATE N c� 3 DOUBLE HEADER- N 2X4 CRIPPLE N n` W 2- 2X49 ON EDGE — O EXCEPT FOR OPENINGS = O 2- 2X10 HEADERS R.O, OVER 3'-0" USE 2- 2X6s R.O. �ry (� � ON EDGE FOR WINDOW w [) ON EDGE DOOR r ip WIDTHS UP TO 5' 2- 2X12 HEADERS ON Ik } O O U U 2X4 STUD WALL EDGE FOR WIDTHS O GREATER THAN &' LL LEFT IBL %� j� I Y 2X4 SOLE PLATE 2X4 STUD WALL ILL DRAWN BY: K. Hawkins DATE:4/12/2023 I f�"''t I �1 I` REVISIONS: PRELIM#1 2X4 SOLE PLATE TYPICAL DOOR OPENING DETAIL 2X4 CRIPPLE TYPICAL WINDOW OPENING DETAIL .21.2023 PRELIM#2 2 .2023 PRELIM #3 3. 3.6.2023 SCALE: 1/4" — 1i-0ii PLANS 3.20.2023 1B2'WALLHT 4.12.2023 PAGE: 6 Details 4 Sections Q E O � r coLIN al TYPICAL FRAME ROOF: Q SHINGLES AS SPECIFIED ,,,-���" '1Z'� l/16" ROOFING SHEATHING v 2x8 RIDGEBOARD 2x8 RAFTERS a 16" o.cUNLESS a L. a SPAN EXCEEDS 19,5' THEN a Q 2xIO RAFTERS Iro" o.c. 2x4 COLLAR TIES e 48" o,c. 2x8 CEILING JOISTS • a le" o.c. R38 BATT INSUL, 1/2" DRYWALL TAPED 8 SANDED • WALL 1/2" DRYWALL TAPED 8 SANDED CEILING AT NON -HABITABLE LOCATIONS VERTICAL PURLINGS AT NO MORE w THAN 45 DEGREE BRACED TO 5/8" DRYWALL TAPED B SANDED �e�e E o m BEARING WALLS OR BEAM TO REQUIRED IN LOCATIONS WITH SUPPORT ROOF RAFTERS HABITABLE ROOMS ABOVE m m TYPICAL 2xro MASONRY EXTERIOR WALL. MASONRY VENEER 77 m m E o $ WEEP HOLES OVER WINDOWb 4 -1 GAUGE CORRUGATED o m m GALVANIZED METAL BRICK o 4, 8 TIES R-VALUES: 1/2" ZIP WALL SYSTEM SHEATHING CLG, INSULATION R-35 WEEP HOLES UNDER WINDOW 1/2" DRYWALL 1/2" ZIP WALL SYSTEM SHEATHING P INSIDE AIR FILM 2x6 STUDS a 16" o,c, O 2X4 STUD WALL W1 BATT R15 BATT INSULATION 1/2" ZIP WALL SYSTEM SHEATHING N 1/2" DRYWALL OUTSIDE AIR FILM CM TAPED AND SANDED 1/2" COMPOSITION SIDING 910 TYPICAL SILL ASSEMBLY: TOTAL R-VALUE C 1/2" DIA, ANCHOR BOLT a 12" o,c. 1 — 2x4 PRESSURE TREATED SILL PLATE SLOPE SLAB ca 1/4" SILL GASKET 3" TO DOOR — - z WEEP HOLES AT <t � L — SECOND COURSE MIN, - — Q) � OF BRICK MAX, - SPACING OF 33" N RUBBER FLASHING FROM TOP OF CONC. WALL ROLL OVER BRICK LEDGE U U 8" X 21" TYPICAL SLAB FLOOR UNBALANCED BACKFILL HT, 4" CONCRETE SLAB c/w NOT TO EXCEED &'-O CONCRETE 6 MIL POLY VAPOR BARRIER DRAWN BY: K. Hawkins FOOTING DATE:4/12/2023 COMPACTED GRANULAR FILL PERFORATED DRAIN TILE REVISIONS: TIED IN TO SUMP PUMP PRELIM #1 2.3.2023 PRELIM #2 2.21.2023 PRELIM #3 3.6.2023 BID PLANS 3.20.2023 12' WALL HT 4.12.2023 TYFIC AL 1-6TORY ON 6LA5 SECTION DETAIL: SCALE: 1/4" = V-O" PAGE: 7 Groes Section Please consult the manufacturer's ttw wor installation manual for all details and Birmingham Thefrst name inf'ireplaces requirements before making afinal 42" Wood Fireplace design layout decision. MODEL FRONT WIDTH BACK WIDTH HEIGHT DEPTH FIREPLACE OPENING Actual Framing Actual Framing Actual Framing Actual Framing BIR42 42 x 38 52-7/8 53-7/8 37-1/8 53-7/8 74-1/8 74-1/2 27-1/2 28-1/2 [t 37-1/8"{{{ 1 I [943] [281] 74° TT I(D 27-1/2" [6991 rr rr o Top View 97-1/2' [2477] 74-1/8" [18831 70-3/4" [1797] 54' [1372] 38" [965] Top adapter only for 42" jai I , , model 42" [1067] -3/4" I[52-7/8"[13431 [97] o ol� Front View F:. - Left Side View Additional rfomlatlon can be found online at—heatilator.00m or—fireplaces.com Gas Line Knockout 175]T T11, I I 291 11-1I8" [282 16-1/8" [408] Right Side View APPLIANCE LOCATION a.,1aa[ims. 3� 7_a.✓24, s6aea o mer \I T "v oe�a�r"I"rw aaral ,z4 �re na�ai n3("II `1r42 1 m�� MANTEL PROJECTIONS MANTEL LEG/WALL PROJECTIONS FRAMING DIMENSIONS I III IIIIII CLEARANCES TO COMBUSTIBLES •.. mil f hil 111//1/1/I I/►1/11/11 - �: 1, . Imo..' 1 ��:4. -O.T"tt - o I HEARTH EXTENSION CONSTRUCTION onto. non mbustible seals t Duroc Tile, stone or ether V no - ombu tibia materia �5 ProtaMive 1" Micore or equivalen Metal Hearth sula"on (se Inslell Strip Manual) oioor oonatruaad ofwoob or her combustible material Product information provided is not PRODUCT LISTING CODES complete end is subject to change without notice. Product installation mustadhere US UL 127 strictly to instructions accompanying product to avoid risk of fire and potential Injury. Additional information can be found online at w—heatilaloccom (800182]-6841 t11elclk" web:.. ...heatila[a—rc,�■1_ ws—alR4z1015 FLUSH FRONT FRONT 4"11021 42"1106] 2[5681 1[5314" [5 VT 42"' 1171 1600] 24• III 610] HEARTH EXTENSIONS DRAWN BY: K. ]4awkins DATE: 4/12/2023 REVISIONS: PRELIM #1 2.3.2023 PRELIM #2 2.21.2023 PRELIM #3 3.6.2023 BID PLANS 3.20.2023 12' WALL HT 4.12.2023 PAGE: 8 Fireplace Detail Page 8 of 12 File: Hearing Officer Development Standards Variance Handout 2023 (AutoRecovered).docx Revised: 02/03/2023 FINDINGS OF FACT SHEET - DEVELOPMENT STANDARDS VARIANCE CARMEL ADVISORY BOARD OF ZONING APPEALS (Petitioner to fill out 1-3 + first two blanks) Docket No.: _______________________________________________ Petitioner: _______________________________________________ 1. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ 3. The strict application of the terms of the Unified Development to the property will result in practical difficulties in the use of the property because: _____________________________________________________________________________________ _____________________________________________________________________________________ _____________________________________________________________________________________ DECISION IT IS THEREFORE the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No. ___________________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______________ day of __________________________________, 20 _______. _____________________________________________ _____________________________________________ HEARING OFFICER, Carmel Board of Zoning Appeals _____________________________________________ _____________________________________________ SECRETARY, Carmel Board of Zoning Appeals Conditions of approval of the Board, if any, are listed on the Letter of Grant.