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HomeMy WebLinkAboutCorrespondenceINDEX ARCHITECURAL A100 COVER SHEET A101 MAIN LEVEL FLOOR PLAN A201 SECOND LEVEL FLOOR PLAN A301 BASEMENT PLAN A401 ROOF FRAMING PLAN A501 ELEVATIONS A502 ELEVATIONS REVISION: CLIENT APPROVAL: 4) 3) 2) 1) SHEET TITLE: Cover Sheet JOB NO: Project Number SHEET NO: A100 DATE: 11-22-24 FO R N O O T H E R F O U N D A T I O N C A N A N Y O N E L A Y T H A N T H A T W H I C H I S A L R E A D Y L A I D , W H I C H I S J E S U S C H R I S T . 1 C O R I N T H I A N S 3 : 1 1 TH E Z U Z U - L O T 1 8 Ow n e r En t e r a d d r e s s h e r e THE ZUZU - LOT 18 "TURRET" DW DI N I N G 13 ' - 6 " x 1 0 ' - 0 " PA T I O 16 ' - 0 " x 1 0 ' - 0 " MA S T E R BE D R O O M 17 ' - 0 " x 1 3 ' - 0 " KI T C H E N 15 ' - 0 x 1 5 ' 0 LI V I N G 16 ' - 7 " x 1 4 ' - 5 " DE N 12 ' - 0 " x 1 0 ' - 8 " FO Y E R 14 ' - 2 " x 1 4 ' - 2 " TA N D E M 10 ' - 0 " x 1 8 ' - 0 " MU D 8' - 1 1 " x 5 ' - 0 " PA N T R Y 5' - 0 " x 6 ' - 9 " GA R A G E 20 ' - 0 " x 2 0 ' - 0 " BA T H R O O M 9' - 3 " x 9 ' - 0 " WI C 6' - 0 " x 4 ' - 6 " PO W D E R 5' - 5 " x 5 ' - 9 " LA U N D R Y 8' - 4 " x 6 ' - 0 " MA S T E R B A T H 12 ' - 1 1 " x 1 1 ' - 0 " MA S T E R C L O S E T 12 ' - 1 1 " x 6 ' - 6 " BE D R O O M 12 ' - 0 " x 1 4 ' - 6 " (3 ) 3 - 0 6 - 0 C A S E M E N T @ 8 ' - 0 " M U L L E D (2 ) 3 - 0 6 - 0 C A S E M E N T @ 8 ' - 0 " M U L L E D (2 ) 3 - 0 6 - 0 C A S E M E N T @ 8 ' - 0 " M U L L E D BRICK WAINSCOT (TYP.) BR I C K WA I N S C O T (T Y P . ) BR I C K WA I N S C O T ( T Y P . ) BRICK WAINSCOT (TYP.) 3-0 6-0 CASEMENT @ 8'-0" 60/80 SGD 30/80 FRDR 3-0 6-0 CASEMENT @ 8'-0" 3-0 6-0 CASEMENT @ 8'-0" 30/80 28/80 28/80 28/80 28/80 (2)20/80 30/80 28 / 8 0 28 / 8 0 28 / 8 0 30 / 8 0 28 / 8 0 36/80 30 8 0 40 8 0 (2)3-0 6-0 CASEMENT @ 8'-0" MULLED (2 ) 3 - 0 6 - 0 C A S E M E N T @ 8 ' - 0 " M U L L E D 3-0 6-0 CASEMENT @ 8'-0" 20 ' - 0 C L G . (2 ) 3 - 0 6 - 0 C A S E M E N T @ 8 ' - 0 " M U L L E D 7' - 8 " 6' - 8 " 16 ' - 0 " 9' - 0 " 9' - 0 " 14 ' - 4 " 18 ' - 0 " 48 ' - 4 " 9'-8" 27'-5 1/2" 18'-0"20'-6 1/2" 10 ' - 6 1 / 2 " 3'-8 1/4"6'-4 3/4"4'-0 3/4"8'-1 1/2"2'-11 1/2"2'-5 1/2"3'-8 1/4" 3-0 6-0 CASEMENT @ 8'-0" 13'-6 1/2"10'-5 1/2"7'-2" 42'-4 1/4"4" 4" 4" 49 ' - 0 " 28/80 8' - 0 " 8' - 0 " 6' - 1 1 / 2 " 7' - 2 1 / 2 " 13 ' - 4 " 3'-0"4'-8 1/2" 5' - 2 " 6' - 5 " 7' - 1 1 1 / 4 " 14 ' - 1 1 / 4 " 2'-1 3/4"4'-2 3/4"7'-11 1/4"4'-8" 5' - 2 " 11 " 3' - 3 3 / 4 " 4' - 9 3 / 4 " 2' - 1 3 / 4 " 3' - 6 3 / 4 " 3' - 7 1 / 2 " 11 ' - 0 " 5'-9 3/4"1'-7"4'-9 1/4" 1' - 7 " 4' - 1 1 / 2 " 2'-9" 3' - 9 " 4' - 1 0 1 / 2 " 4'-9"5'-8 1/2" 2'-9 3/4"4'-0"8"3'-7"8"4'-4 1/4" 6'-11 1/4" 9" 4'-5 3/4" 6 1/4" 1'-5" 3' - 4 " 3'-5 1/2"5'-3 1/4" 5'-9 1/4" 4'-0 1/4"5'-4 1/4" 10 3/4" 4'-6 1/2" 3' - 1 0 " 4' - 6 1 / 2 " 1' - 0 1 / 4 " 4' - 6 1 / 2 " 5' - 9 3 / 4 " 4' - 1 0 " 30/80 4" 24 " H I G H SE A T 9'-0" CLG. 2'-1 1/2"7'-4 1/2"1'-8"31'-2" 3' - 9 " DIRECT VENT FIREPLACE 1'-7 3/4" 2'-4 1/2" W D 2' - 4 " 2'-11 1/2"4'-7" 3'-4 1/2"4'-1" 12 " 9' - 9 1 / 2 " 10 ' - 6 " 6' - 1 1 3 / 4 " 3' - 9 1 / 2 " UP DOWN 3'-4 1/2" 1'-10" 1' - 3 " 2- 8 5 - 0 CA S E M E N T @ 7 ' - 0 " 16 0 / 7 0 G A R A G E D O O R 6'-9" (2 ) 3 - 0 6 - 0 C A S E M E N T @ 8 ' - 0 " M U L L E D 24 " H I G H SE A T 2' - 0 " 16 ' - 0 " 2' - 7 " 4' - 8 " 5' - 0 " 3' - 8 1 / 4 " 3' - 8 1 / 4 " 20 ' - 7 " 9' - 8 " 7' - 4 1 / 2 " 5' - 1 " 48 ' - 4 " 25'-0" 38'-6 1/2" 66'-0"4'-10"12" 71'-10" 14'-0"15'-5 3/4" 71'-10" 12" 72'-6" 4" 49 ' - 0 " 72'-6" 2' - 9 3 / 4 " 2' - 9 3 / 4 " 6' - 2 " 1' - 1 1 1 / 4 " 4" 4" 4" 4'-6 3/4" 4' - 6 3 / 4 " 2'-6 1/2"2'-10" 11 ' - 1 0 " 8"3'-4 3/4" 8" 3' - 7 " PO R C H 6' - 0 " x 1 2 ' - 0 " 3'-9 3/4"8"4'-1 3/4"5'-4 1/2" 4' - 0 " 8" 4' - 1 3 / 4 " 8" 4'-6 1 / 4 " 8" REVISION: CLIENT APPROVAL: 4) 3) 2) 1) SHEET TITLE: First Floor Plan JOB NO: Project Number SHEET NO: A101 DATE: 11-22-24 FO R N O O T H E R F O U N D A T I O N C A N A N Y O N E L A Y T H A N T H A T W H I C H I S A L R E A D Y L A I D , W H I C H I S J E S U S C H R I S T . 1 C O R I N T H I A N S 3 : 1 1 TH E Z U Z U - L O T 1 8 Ow n e r En t e r a d d r e s s h e r e 1/4" = 1'-0"1 FIRST FLOOR PLAN AREA CALCULATIONS BASEMENT AREA FIRST FLOOR AREA SECOND FLOOR AREA 2,323 SQ. FT. TOTAL POTENTIAL AREA 795 SQ. FT. 1,345 SQ. FT. 4,463 SQ. FT. DOWN OP E N T O BE L O W GA M E R O O M 16 ' - 0 " x 1 2 ' - 1 " (3 ) 2 - 8 5 - 6 C A S E M E N T @ 7 ' - 6 " M U L L E D 4-0 4-0 FX @ 7'-0" 4- 0 4 - 0 F X @ 7 ' - 0 " 4- 0 4 - 0 F X @ 7 ' - 0 " 28/80 28 / 8 0 30/80 (2)2-8 5-6 CASEMENT @ 7'-6" MULLED BE D R O O M 10 ' - 7 " x 1 3 ' - 7 " 28/80 WI C 4' - 2 " x 5 ' - 6 " BA T H R O O M 6' - 0 " x 7 ' - 1 1 " 28/80 6'-8" PLATE 6'-8" PLATE 6'-8" PLATE 8:12 SLOPE 8: 1 2 SL O P E 8: 1 2 SL O P E 8:12 SLOPE 8:12 SLOPE 8' - 5 1 / 2 " 8' - 5 1 / 2 " 16 ' - 1 1 " 10 ' - 1 0 1 / 2 " 5' - 2 " 32 ' - 1 1 1 / 2 " 3' - 0 " 7'-3 1/2"7'-3 1/2" 12'-4 3/4"14'-6 3/4"7'-7"7'-11"1'-8 3/4" 3'-0"44'-2 1/4" 2'-8 3/4"2'-8 3/4" 23'-6"5'-7 1/2"4'-9 3/4"5'-5 1/2"4'-9 3/4" 3'-0"44'-2 1/4" 2' - 9 " 2' - 9 " 4' - 9 3 / 4 " 5' - 6 " 1' - 8 3 / 4 " 13 ' - 4 3 / 4 " 7' - 6 1 / 2 " 3' - 0 " 32 ' - 1 1 1 / 2 " 4' - 1 0 1 / 4 " 2' - 2 1 / 4 " 5' - 3 1 / 2 " 11'-2"1'-8 3/4"6'-1"6'-5 1/2"2'-10"1'-7 3/4"12'-1 1/4" 1' - 6 1 / 2 " 1' - 5 1 / 2 " 5' - 3 1 / 2 " 2'-6" 4' - 1 1 1 / 2 " 4'-6 1/4"6'-1" 8'-6"3'-6"5'-11 1/4"4'-6" 4' - 1 1 1 / 4 " REVISION: CLIENT APPROVAL: 4) 3) 2) 1) SHEET TITLE: First Floor Plan JOB NO: Project Number SHEET NO: A201 DATE: 11-22-24 FO R N O O T H E R F O U N D A T I O N C A N A N Y O N E L A Y T H A N T H A T W H I C H I S A L R E A D Y L A I D , W H I C H I S J E S U S C H R I S T . 1 C O R I N T H I A N S 3 : 1 1 TH E Z U Z U - L O T 1 8 Ow n e r En t e r a d d r e s s h e r e 1/4" = 1'-0"1 SECOND FLOOR PLAN AREA CALCULATIONS SECOND FLOOR AREA 795 SQ. FT. BO N U S 16 ' - 8 " x 1 7 ' - 8 " 4-0 4-0 HS @ 7'-0" UP 28/80 28 / 8 0 ME C H A N I C A L 10 ' - 0 " x 1 0 ' - 0 " 28/80 BA T H R O O M 9' - 0 " x 8 ' - 1 0 " BE D R O O M 11 ' - 1 0 " x 1 0 ' - 6 " (2 ) 4 - 0 4 - 0 HS @ 7 ' - 0 " 4-0 4-0 HS @ 7'-0" (2 ) 4 - 0 4 - 0 HS @ 7 ' - 0 " GA M E R O O M 16 ' - 8 " x 1 8 ' - 7 " 28 / 8 0 28 / 8 0 9' - 0 " 9' - 0 " 18 ' - 0 " 16 ' - 8 " 38 ' - 0 " 3' - 4 " 3'-4"13'-3 1/2"25'-8 3/4" 42'-4 1/4"4'-4 1/2" 46'-8 3/4" 6' - 7 1 / 4 " 5' - 9 " 12 ' - 4 1 / 4 " 4' - 4 1 / 2 " 6' - 8 1 / 2 " 1' - 0 3 / 4 " 13 ' - 6 1 / 4 " 38 ' - 0 " 9'-0"18'-0"18'-8" 1'-0 3/4" 4'-3 1/2"14'-0"18'-4 1/2" 7' - 7 3 / 4 " 4' - 2 " 5' - 0 " 1' - 3 1 / 2 " 2' - 1 0 1 / 2 " 13 ' - 9 1 / 2 " 19'-3 1/2"2'-10 1/2" 8 1/2"4 1/2" 3'-2 1/2"4'-2"10'-9 1/4" 5 1 / 2 " 2'-11 1/2" 2'-8"2'-8" 5 1 / 2 " 2'-10 1/4" 3' - 1 1 / 4 " 5' - 1 1 / 2 " 2' - 5 1 / 4 " 1' - 2 " 11'-2 1/4"2'-7"9'-3 1/2" 4' - 0 " 6' - 1 1 3 / 4 " REVISION: CLIENT APPROVAL: 4) 3) 2) 1) SHEET TITLE: Basement Plan JOB NO: Project Number SHEET NO: A301 DATE: 11-22-24 FO R N O O T H E R F O U N D A T I O N C A N A N Y O N E L A Y T H A N T H A T W H I C H I S A L R E A D Y L A I D , W H I C H I S J E S U S C H R I S T . 1 C O R I N T H I A N S 3 : 1 1 TH E Z U Z U - L O T 1 8 Ow n e r En t e r a d d r e s s h e r e 1/4" = 1'-0"1 BASEMENT PLAN AREA CALCULATIONS BASEMENT AREA 1,345 SQ. FT. 1' - 6 " 1' - 6 " 1'-6" 1'-6" 1'-6" 1' - 6 " 1' - 6 " 1' - 6 " 1'-6" 1' - 6 " 8: 1 2 SL O P E 8: 1 2 SL O P E 8: 1 2 SL O P E 8:12 SLOPE 8:12 SLOPE 8: 1 2 SL O P E 8:12 SLOPE 8:12 SLOPE 8:12 SLOPE 8:12 SLOPE 8: 1 2 SL O P E 8:12 SLOPE 8:12 SLOPE 8: 1 2 SL O P E 1'-6" 1' - 6 " 8:12 SLOPE 8: 1 2 SL O P E 8:12 SLOPE 8: 1 2 SL O P E 1'-6" 8: 1 2 SL O P E 8: 1 2 SL O P E 1'-6" 12" 4: 1 2 SL O P E 1' - 6 " 4:12 SLOPE 4: 1 2 SL O P E 1' - 6 " REVISION: CLIENT APPROVAL: 4) 3) 2) 1) SHEET TITLE: Roof Framing Plan JOB NO: Project Number SHEET NO: A401 DATE: 11-22-24 FO R N O O T H E R F O U N D A T I O N C A N A N Y O N E L A Y T H A N T H A T W H I C H I S A L R E A D Y L A I D , W H I C H I S J E S U S C H R I S T . 1 C O R I N T H I A N S 3 : 1 1 TH E Z U Z U - L O T 1 8 Ow n e r En t e r a d d r e s s h e r e 1/4" = 1'-0"1 ROOF FRAMING PLAN 3' - 0 " 16 " 20-8 1/4" Plate Height 20'-8 1/4" Plate Height 20-8 1/4" Plate Height 20'-8 1/4" Plate Height Elevation (0'-0") Finish Floor Elevation (0'-0") Finish Floor BRICK SOLDIER PROJ. 1"), TYP. BRICK (TYP.) 3' - 0 " 4" FRIEZE (TYP.) 6" FASCIA (TYP.) 8 12 8 12 8 12 8:12 SLOPE METAL ROOF 8:12 SLOPE METAL ROOF DORMER (SEE DTL.) 3' - 0 " BRICK WAINSCOT (TYP.) SLOPED BRICK SILL (PROJ. 1"), TYP. BRICK SOLDIER (PROJ. 1"), TYP. BOARD & BATTEN SIDING W/ 4" TRIM (TYP.) 4" FRIEZE (TYP.) 6" FASCIA (TYP.) 8 12 8 12 Elevation (0'-0") Finish Floor Elevation (0'-0") Finish Floor 10'-1 1/8" Plate Height 10'-1 1/8" Plate Height 10 ' - 0 " 8/12 8/12 8/12 8/12 11'-1 1/8" Plate Height 7-1 1/8" Plate Height 10'-1 1/8" Plate Height 10-1 1/8" Plate Height 8/12 11-8 1/4" Second Floor 11'-8 1/4" Second Floor 18-4 1/4" Plate Height 18'-4 1/4" Plate Height 18-4 1/4" Plate Height 8/12 8/12 8 12 8/12 8" TRIM 8/12 14-8 1/2" Plate Height 14-8 1/2" Plate Height 4" FRIEZE (TYP.) 6" FASCIA (TYP.) (3)2-0 2-0 FXDL MULLED (BLACK GLASS) BOARD & BATTEN SIDING8 12 8 12 BOARD & BATTEN SIDING W/ 4" TRIM (TYP.) 1'-0"7'-2"1'-0" 1'-9"1'-9" 6" TRIM (TYP.) REVISION: CLIENT APPROVAL: 4) 3) 2) 1) SHEET TITLE: Elevations JOB NO: Project Number SHEET NO: A501 DATE: 11-22-24 FO R N O O T H E R F O U N D A T I O N C A N A N Y O N E L A Y T H A N T H A T W H I C H I S A L R E A D Y L A I D , W H I C H I S J E S U S C H R I S T . 1 C O R I N T H I A N S 3 : 1 1 TH E Z U Z U - L O T 1 8 Ow n e r En t e r a d d r e s s h e r e 1/4" = 1'-0"2 EAST ELEVATION 1/4" = 1'-0"1 WEST ELEVATION 1/2" = 1'-0"3 DORMER DETAIL 3' - 0 " 16 " 16 " 2'-0" 16 " 3' - 0 " 20'-8 1/4" Plate Height 20'-8 1/4" Plate Height 20'-8 1/4" Plate Height 20'-8 1/4" Plate Height Elevation (0'-0") Finish Floor BRICK SOLDIER (PROJ. 1"), TYP. BRICK (TYP.) 4" FRIEZE (TYP.) 6" FASCIA (TYP.) Elevation (0'-0") Finish Floor 10'-1 1/8" Plate Height 11 ' - 8 " BRICK WAINSCOT (TYP.) BRICK SOLDIER, PROJ. 1" (TYP.) 8 12 8 12 10'-1 1/8" Plate Height 8 12 16 " 16" 8 12 Elevation (0'-0") Finish Floor Elevation (0'-0") Finish Floor 10'-1 1/8" Plate Height 12-1 1/8" Plate Height 10'-1 1/8" Plate Height 12'-1 1/8" Plate Height 4" FRIEZE (TYP.) 6" FASCIA (TYP.) BOARD & BATTEN SIDING W/ 4" TRIM (TYP.) BRICK WAINSCOT (TYP.) BRICK SOLDIER (PROJ. 1"), TYP. 8/12 8/12 8/12 8/12 8/12 11'-1 1/8" Plate Height 7'-1 1/8" Plate Height 18'-4 1/4" Plate Height 18'-4 1/4" Plate Height 18'-4 1/4" Plate Height 8" TRIM 8/12 8/12 8 12 8 12 8 12 8 12 FLAT PANEL W/ 1x6 SURROUND (TYP.) 4/12 6" TRIM (TYP.) 6" TRIM (TYP.) 8' - 6 " REVISION: CLIENT APPROVAL: 4) 3) 2) 1) SHEET TITLE: Elevations JOB NO: Project Number SHEET NO: A502 DATE: 11-22-24 FO R N O O T H E R F O U N D A T I O N C A N A N Y O N E L A Y T H A N T H A T W H I C H I S A L R E A D Y L A I D , W H I C H I S J E S U S C H R I S T . 1 C O R I N T H I A N S 3 : 1 1 TH E Z U Z U - L O T 1 8 Ow n e r En t e r a d d r e s s h e r e 1/4" = 1'-0"2 NORTH ELEVATION 1/4" = 1'-0"1 SOUTH ELEVATION PROJECT NUMBER DRAWING NUMBER SHEET OF SCALE: DWN BY: CHKD. BY:REVISIONSDATE:619 N. PENNSYLVANIA STREETINDIANAPOLIS, INDIANA 46204Ph: +1.317.423.0690info@williamscreek.net WILLIAMS CREEKCONSULTINGa V3 CompanyKnow what's below. before you dig. Call R N OPEN SPACE EXHIBITL1.1 5 5PITTMAN PARTNERS11711 NORTH PENNSYLVANIA AVENUE, SUITE 260CARMEL, INDIANA, 46032UNIVERSITY HIGH SCHOOL116TH STREET & TOWNE ROADCARMEL, INDIANA, 4604418186 EEK JOR 1"=100' 06/22/18 NATURAL OPEN SPACE - TREE PRESERVATION DESIGNED OPEN SPACE OPEN SPACE SUMMARY SITE ACREAGE 35.7 ACRES (EXCLUDES PROP. TOWNE RD. R/W) ZONING DISTRICT S1 - RS (Residential Subdivision) MIN. OPEN SPACE REQUIRED (SOSR)8.9 ACRES (25% of 35.7 ACRES) REQUIRED OPEN SPACE (7.19.E) 1. PUBLIC WELLHEAD N/A 2. FEMA/IDNR FLOODPLAIN N/A 3. WETLANDS 1.5 ACRES (SUBTRACT FROM OSP) 4. WHITE RIVER GREENWAY N/A 5. WOODLAND/TREE PRESERVATION 2.3 ACRES (60% of 4.0 ACRES WOODLAND) ADDITIONAL OPEN SPACE (7.19.G) 1. MAN-MADE WATER FEATURES N/A 2. MAN-MADE DRY DETENTION FACILITY 5.1 ACRES 3. REQUIRED PERIMETER LANDSCAPING 0.06 ACRES (50% of 0.12 ACRES PERIMETER LA) 4. RECREATION FACILITIES a. PASSIVE RECREATION N/A b. ACTIVE RECREATION N/A c. MEETING FACILITY N/A 5. COMMUNITY GARDENS N/A 6. ALTERNATIVE ENERGY N/A 7. SPECIAL OPPORTUNITY CORRIDORS a. BUCKEYE PARTNERS PIPELINE 0.6 ACRES (50% of 1.2 ACRES PERIMETER PIPELINE) ADDITIONAL NATURAL OPEN SPACE 4.2 ACRES ADDITIONAL DESIGNED OPEN SPACE 0.5 ACRES AGRICULTURAL OPEN SPACE N/A TOTAL OPEN SPACE PROVIDED (OSP) 12.7 ACRES (36% of 35.7 ACRES) EXISTING WETLAND TREE PRESERVATION FENCE GAS PIPELINE EASEMENT NATURAL OPEN SPACE - PRAIRIE GRASS 09/21/2018PRIMARY PLAT REVISIONS 1 L 5U`L�_.03 0FFIC 7Centon C. Ward, L.Elyl Surveyor of Mamilton County Phone (3 r7) 7764495 Fax (37)776-9629 )/ - ,, J� ,n� c Suite z88 One 91amilton County Square 7Yoblendle, Indiana 46o6o-223o 3/24/2021 WEIHE Engineering RE: Bedford Falls Conceptual Plan We have reviewed the construction plans submitted to the Hamilton County Surveyor's Office on March 24, 2021, for this project and have the following comments: 1. The project falls in the incorporated area and MS4 jurisdiction of the City of Carmel. 2. The proposed project DOES NOT fall in a Carmel Wellhead Protection Zone. 3. The proposed project falls in the Williams Creek Regulated Drain Watershed. 4. The surrounding subdivisions currently have flood routes flowing onto this property from the west. Flood protection measures for this project must take this into account. 5. Any farm tiles found during construction must be either removed or connected to the proposed stormwater infrastructure. Any tiles which run offsite of the project must be connected to the proposed infrastructure to prevent flooding of surrounding properties. 6. This project's drainage system is to be county regulated and will require the following procedural items: Petition for regulated drain subdivision, engineer's estimate, and all associated bonds for 120% of construction cost. 7. If the landscaping plan is to include street trees, the Surveyor's Office will not be incorporating the curbside sub -surface drains into our regulated system. Maintenance of these drains will be the responsibility of the city of Carmel or Bedford Falls HOA. 8. I have uploaded the drainage calculations for the Centennial South subdivision which is directly upstream of the proposed subdivision. 9. Please note, additional comments may be warranted at a later date. Should you have any questions, I can be reached at Samuel.dark@hamiltoncounty.in.gov Sincerely, j � f i Sam Clark Plan Reviewer