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HomeMy WebLinkAboutA002LCB36R 3DB24 RB36 B18R B30R B18L dw 3DB18 B781 B291 B131 SB36 BF2 B42 SB3621 SB3321 3DB1521 SB3321 3DB24BF2 SB3330 BF130 B601830 BF221 BF221 B407 LCB36R 3DB24 RB36 B18R B30R B18L dw 3DB18 B781 B291 B131 SB36 BF2 B42 SB3621 SB3321 3DB1521 SB3321 3DB24BF2 SB3330 BF130 B601830 BF221 BF221 B407 U22496 U22496 U332496 U212487L U212487R UF32496 W2142L LCW2442R W3042R W2142R W362424R W1242R W211 W602115W304715 W1D276018WF142 WF26118 W273615 W273615 W3636 W304715 UP G 8'-0" 2'-4 1/2" 13'-7 7/16" 2'-0" 5'-8" 21'-6" 5'-0" 5'-0"5'-0" 5'-0" 1 4'-4 1/2" 28'-6 1/4" 3'-9 1/2" 17'-11" 34'-10 3/4" 2441 SQ FTLIVING AREA LIVING BOOKCASE MASTER BDRM EXISTING SUN ROOM KITCHEN DINING ENTRY LIBRARY LAUNDRY GARAGE CEILING HEIGHT: 11'-6" CEILING HEIGHT: 8'-11" ENTRY CEILING HEIGHT: 8'-11" CEILING HEIGHT: 8'-11" CEILING HEIGHT: 10'-10 3/4"CEILING HEIGHT: 8'-11" CEILING HEIGHT: 11'-10" CEILING HEIGHT: 21'-2" ENTRY CLOSET SHWR PANTRY CLOSET POWDER BATH 2 POWDER BATH 1 F.F.E. = -7 3/4" F.F.E. = -7 3/4" F.F.E. = 0" F.F.E. = 0" F.F.E. = -7 3/4" F.F.E. = -7 3/4" TOP OFTOP OF PAVER = -0'-3" PAVER = -0'-3" TOP OF PAVER = -9" TOP OF PAVER = -9" TOP OF PAVER = -21" TOP OF PAVER = -21" TOP OF POOL COPING = -21" TOP OF POOL COPING = -21" TOP OF PAVER = -9" TOP OF PAVER = -9" TOP OF PAVER = -9" TOP OF PAVER = -9" TOP OFTOP OF STEP = -3" STEP = -3" TOP OF PAVER = -15" TOP OF PAVER = -15" TOP OF PAVER = -15" TOP OF PAVER = -15" TOP OF PAVER = -21" TOP OF PAVER = -21" STORAGETOP OFTOP OF SLAB = -6" SLAB = -6" CONCRETE PIERSWRAPPED 6X6 COLUMN WRAPPED LVL BEAMS HIP SCISSOR TRUSSES (SEE TRUSS DWGS FOR PROFILES & CALCS) 16A16A 18"Ø X 36" D CAST-IN-PLACE CONCRETE PIER SIMPSON STRONG-TIE (OR EQUIV) POST BRACKET ANCHORED TO CONCRETE PIER 8" MIN. COMPACTED GRAVEL BASEPAVER1X4 R/S CEDAR COLUMN BASE TRIM 1X8 R/S CEDAR COLUMN BASE TRIM 1X8 R/S CEDAR COLUMN WRAP, RIPPEDDOWN AS NECESSARYTREATED 6X6 COLUMN 6" ALUMINUM GUTTER TO MATCH EXISTING 1X6 R/S CEDAR FASCIA TO MATCH EXISTING 3/8" R/S FIR PLYWOOD SOFFIT TO MATCHEXISTING2X SUBFASCIA 1X2 R/S CEDAR OVER 1X6 R/S CEDAR FRIEZE BOARD TO MATCH EXISTING 2X BLOCKING ON FACE OF BEAMS TO CREATE FINISHED BEAM WIDTH OF 9-3/4" (TYP. BOTH SIDES OF BEAM) 1X4 T&G PINE CEILING 1X6 R/S CEDAR COLUMN TRIM (TYP. ALLSIDES) HIP SCISSOR TRUSSES @ 24" O/C 7/16" OSB ROOF DECKING WITH H-CLIPSSYNTHETIC UNDERLAYMENT ARCHITECTURAL SHINGLES TO MATCHEXISTING 1X R/S CEDAR BEAM WRAP TRIM (TYP. ALLSIDES) SIMPSON STRONG-TIE (OR EQUIV) BEAM BRACKET ANCHORED TO POST SIMPSON STRONG-TIE (OR EQUIV) RAFTER STRAP ANCHORED TO BEAM 16B16B 18"Ø X 36" D CAST-IN-PLACE CONCRETE PIER SIMPSON STRONG-TIE (OR EQUIV) POST BRACKET ANCHORED TO CONCRETE PIER 8" MIN. COMPACTED GRAVEL BASE PAVER1X4 R/S CEDAR COLUMN BASE TRIM 1X8 R/S CEDAR COLUMN BASE TRIM 1X8 R/S CEDAR COLUMN WRAP, RIPPED DOWN AS NECESSARYTREATED 6X6 COLUMN 2X BLOCKING ON FACE OF BEAMS TO CREATE FINISHED BEAM WIDTH OF 9-3/4" (TYP. BOTH SIDES OF BEAM) 1X6 R/S CEDAR COLUMN TRIM (TYP. ALL SIDES)1X R/S CEDAR BEAM WRAP TRIM (TYP. ALL SIDES)SIMPSON STRONG-TIE (OR EQUIV) BEAM BRACKET ANCHORED TO POST 1X2 R/S CEDAR TRIM (TYP. CEILING / WALLPERIMETER) 1X2 R/S CEDAR TRIM (TYP. CEILING / WALL PERIMETER) 1X2 R/S CEDAR TRIM (TYP. CEILING / WALL PERIMETER)2x4 WALL, FRAMED BETWEEN TRUSSES, BEARING ON BEAM BELOW1X4 T&G PINE CEILING ATTACHED TO 2X4 FRAMING2X4 BLOCKING BETWEEN TRUSSES AS NECESSARY MONOLITHIC SLAB FOOTING8" MIN. COMPACTED GRAVEL BASEPAVERTREATED 2X4 FRAMING @ 16" O/C WITH 3/4" PLYWOOD DECKING TO CREATE FIREBOXPLATFORMFRAMED OPENING FOR HOMEOWNER- PROVIDED VENTLESS GAS FIREBOX. VERIFY OPENING SIZE PRIOR TO CONSTRUCTIONPARTIAL HEIGHT WALL FRAMING WITH TREATED 2X4 SILL PLATE, 2X4 STUDS @ 16" O/C, & DOUBLE 2X4 TOP PLATE MANUFACTURED STONE VENEER OVER PERMABASE CONCRETE BACKERBOARDLEVEL A GRANITE TOP 1X8 R/S CEDAR BAND BOARD WALL FRAMING WITH TREATED 2X4 SILL PLATE, 2X4 STUDS @ 16" O/C, & DOUBLE 2X4TOP PLATET1-11 SIDING 1X4 R/S CEDAR TRIM, ATTACHED TO FACE OF T1-11, TO FRAME OUT HOMEOWNER- PROVIDED TELEVISION. VERIFY SIZE OF FRAME PRIOR TO CONSTRUCTION 2X4 BLOCKING BETWEEN TRUSSES ASNECESSARY 1X4 T&G PINE CEILING ATTACHED TO 2X4FRAMING 2X FRAMING & BLOCKING WITH 1X R/S CEDAR WRAP & TRIM 6" MIN. COMPACTED GRAVEL BASE 6 MIL VISQUEEN VAPOR BARRIER MONOLITHIC SLAB FOOTINGANCHOR BOLTS @ 72" O/C 6" MIN. COMPACTED GRAVEL BASE 6 MIL VISQUEEN VAPOR BARRIERFINISHED GRADE (VARIES) 6" ALUMINUM GUTTER TO MATCH EXISTING 1X6 R/S CEDAR FASCIA TO MATCH EXISTING 3/8" R/S FIR PLYWOOD SOFFIT TO MATCH EXISTING2X SUBFASCIA ALUMINUM SOFFIT VENTS HIP SCISSOR TRUSSES @ 24" O/C 7/16" OSB ROOF DECKING WITH H-CLIPS SYNTHETIC UNDERLAYMENTARCHITECTURAL SHINGLES TO MATCH EXISTING SIMPSON STRONG-TIE (OR EQUIV) RAFTER STRAP ANCHORED TO BEAM 1X2 R/S CEDAR OVER 1X6 R/S CEDAR FRIEZE BOARD TO MATCH EXISTING WALL FRAMING WITH TREATED 2X4 SILL PLATE, 2X4 STUDS @ 16" O/C, & DOUBLE 2X4 TOP PLATET1-11 SIDING 1X8 R/S CEDAR BAND BOARD MANUFACTURED STONE VENEER OVER PERMABASE CONCRETE BACKERBOARDMANUFACTURED STONE VENEER CAP. SEAL TRANSITION BETWEEN WOOD TRIM & STONE VENEER WITH NP-1 SEALANT TOP OF PAVER = -9" TOP OF PAVER = -9" TOP OF PAVER = -9" TOP OF PAVER = -9" F.F.E. = 0" F.F.E. = 0" TOP OF PAVER = -15" TOP OF PAVER = -15" TC-15-DTC-15-D DG-42DG-42 FF FF49'-1" 59'-7 1/2" 45'-5 3/4" N N #1 of 18 Date: 03.02.18 Sheet: Revision: www.caseindy.com 99 E. Carmel Drive, Suite 100 Carmel, Indiana 46032 317.846.2600 317.846.2601(f) These drawings have been prepared by Case Design & Remodeling solely for its use and should not be reproduced or relied upon by any other parties. Dimensions shown or scaled are subject to change per actual job condition and must be verified. Materials are to be supplied as specified as equal or standard when not uniquely specified. Installed materials may vary in appearance from drawings. Reference manufacturer's product data for actual appearance and specifications. FINAL DRAWINGS DATE: 00.00.00 INITIALS: XX S e e l i g R e s i d e n c e O u t d o o r L i v i n g A d d i t i o T i m & K i m S e e l i g 4 8 6 6 D e e r R i d g e D r i v e N . C a r m e l , I n d i a n a 4 6 0 3 3 Approved By: Date: EXISTING & PROPOSED SITE PLANS 2 FINAL SCALE: 1" = 50'-0" Craig Dice Designer cdice@caseindy.com Dave Null Lead Designer dnull@caseindy.com TRUE NORTH PLAN NORTH EXISTING LOT SURVEYAA PROPOSED SITE PLANBB #2 03.14.18 #3 06.04.18 15' SIDE YARD SETBACK 15' SIDE YARD SETBACK