Loading...
HomeMy WebLinkAboutHOA Approval0,.!t��,S T O E P P E LW E RT H JOB ID JACKG2.292 ALWAYS 0 N CONTROL# 87588 SIG SEEDING: 6,021 ± Sq. Ft. _ p _ 7965 East 106th Street, Fishers, IN 46038-2505 1169 WESTVALE DRIVE phone: 317.849.5935 fax: 317.849.5942 CARMEL, IN 46032 FRONT M.L.A.G.=866.2 1 of = 30' REAR M.L.A.G.=857.0 LOT AREA:16,59 Sq. Ft. FRONT M.F.P.G.=866.2 COMMONAREA#13 VAR. REAR M.F.P.G.=857.0 B.M.P.E.&R.D.E.&P.P.A.E. T.C.= 859.21 M.F.F.=866.7 55.2 AS BUILT / SIGMA BUILDERS DRIVE L, 106.14 LOT COVERAGE=27.3% — — 10' D.&U.E. — LEGEND: — — XX.X PROPOSED GRADE PER PLAN o U XX.XAB AS BUILT GRADE NOTE:/THIS DRAWING NOT INTENDED BE REPRESENTED AS A RETRACEMENT OR ORIGINAL INAL BOUNDARY SURVEY, A ROUTE SURVEY OR A 0 S.S.D. _ _ SUB -SURFACE DRAIN m SANITARY SEWER RFEV CHHRC SE DIMS STORM SEWER 57.9A6 W WATER MAIN 58 W 1" WATER CONNECTION COVERED 0022 ° ° ° < SWALEDECK ABOVE 13.42' DECK A'TIOBOVE n I VEE os%10%19 HRC HSE UP 59.3 SOD LINE • SANITARY MANHOLE N PATIO BELOW � 59.3 of BELOW 0 46.08' 18.1 STORM MANHOLE 0) TIMBER 13.42' SOD LINE WINDOW WELL F.F.ELEV.=869.48 64.5AB CURB INLET ■ T.O.W.= 868.29 I BSMT.= 859.63 N O O 18.50' O (WALKOUT) (LH) M . END SECTION � 12.5' N 5.33' N o I FIRE HYDRANT rn ° N 19.08 15.17' 4 0 X15.00' Callnefmymdlg. 3'SW D.&U.E. DRAINAGE & UTILITY EASEMENT GAR. 67.6 I B. L. BUILDING LINE (3 0 867.71 25.0' D.U.&S.S.E. DRAINAGE, UTILITY & SANITARY � SEWER EASEMENT 66.4A6 i- � 65AAB R.D.E. REGULATED DRAINAGE EASEMENT VAR. VARIABLE P.P.A.E. PEDESTRIAN PATH ACCESS EASEMENT = CONC. N DRIVE r� 40 ' B.L. B. M. P. E. BEST MANAGEMENT PRACTICE EASEMENT 23.42' M.L. A. G. MINIMUM LOWEST ADJACENT GRADE M.F.P. G. MINIMUM FLOOD PROTECTION GRADE M.F.F. MNMUM FINISHED FLOOR 67 6 Trr I �30'U.&S.S.E. 227'± 6"S.C, AS BUILT MH JG#894 65.OAB Ln T.C.= 865.15 MH JG#893 AS BUILT 12.0' 64.6A8 65 AB T.C.= 864.80 AS BUILT 113.05 5'SW \ 65.16 WESTVALE T AS BUILT80 (Y o 64.52 0 M DRIVE L0 T.C.= 864.7 AS BUILT 5'SW SOD: 6,520 ± Sq. Ft. SEEDING: 6,021 ± Sq. Ft. _ p _ CONC. DRIVEWAY: 1,213± Sq. Ft. __ : 80040474 PRIVATE WALK: 11 ± Sq. Ft. STATE OF �y '' �NDIANP PUBLIC WALK: 506 ± Sq. Ft. 0Q,�' `SU Rvr``��` LOT 292 SIGMA BUILDERS DRIVE L, JACKSON' S GRANT ON CAR CARMEL, IN 46033 IN 4 WILLIAMS CREEK, SECTION Z NOTE:/THIS DRAWING NOT INTENDED BE REPRESENTED AS A RETRACEMENT OR ORIGINAL INAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATION REPORT. INST. #2018038285 RFEV CHHRC SE DIMS P.C. #5, SLIDE #866 ofH 47H REV CHG HSE DIMS ZONING: SILVARA PUD BENCHMARK 07/01/19 HRC WESTVALE AREA SETBACKS TOP OF CASTING = 864.80 VEE os%10%19 HRC HSE UP 10' MINIMUM SIDE YARD ALL UNDERGROUND SEWERS AND UTILITIES 2H REV CHG HSE DIMS 06 R 19 HRC 1 R MVE HSE BACK 20' 30' MINIMUM AGGREGATE SHOWN ARE PLOTTED BY SCALE FROM "RECORD DRAWINGS" FURNISHED BY ENGINEER. 05/23/19 HRC 05/20/19 CEJ 20 MINIMUM REAR YARD 40' MINIMUM FRONT YARD (FRONT LOAD) 10' MINIMUM FRONT YARD (REAR LOAD) , ' 20' MINIMUM FRONT YARD (COURTYARD & SIDE LOAD) K wwnaNsbelow. 35% MAXIMUM LOT COVERAGE Callnefmymdlg. JACKSON6 GRANT LOT 2132 DRAWING REyI6ION6: 4,28,2019 1, PRELIMINARY DRAWINGS 5.9,2019 1, REVISED PRELIMINARY DRAWINGS: 2, REMOVE KEYSTONES 3, ADD IN TOMBSTONE STYLE ROOF VENTS TO FRONT ELEVATION AND ABOVE GARAGE 4, REMOVE STONE FROM INSIDE ENTRY AND REPLACE WITH CEMET SIDING 5, 12" CAST STONE SURROUND AT ENTRY 6. ADD ROOF SCUPPERS TO FRONT ELEVATION Z, ADD BRICK FULL HEIGHT TO REAR SIDE OF GARAGE (LEFT ELEVATION) 5,24,2019 I, REMOVE SCUPPERS AT FRONT ELEVATION 2, ADD GROUT LINES TO FRONT ELEVATION CAST STONE SURROUND 3, REMOVE DOUBLE WALLS BEHIND OWNERS VANITY 4, CHANGE LANDING e FIRST FLOOR STAIRS TO HARDWOOD 5, CENETER FIREPLACE IN GREAT ROOM 6, REVERSE DOOR SWING IN OWNERS WIC Z, REDESIGN OF KITCHEN, MUDROOM, WORKING PANTRY AREA 8, CENTER GREAT ROOM WINDOWS ON CLG ILO ENTRY 9, REDESIGN JACK AND JILL BATH CONT, 6,3 I. ADD WINDOWS TO FRONT ELEVATION SECOND FLOOR (MATCH MAIN FLOOR) 2, REMOVE SHUTTERS AT FRONT ELEVATION 3, ADD BRICK TO SECOND FLOOR WINDOW SILL 6,24 I, DECREASED OVERALL SIDE TO SIDE DIMENSION 20" TO ALLOW FOR REQUIRED 30' AGGREGATE ON SIDES. 2, RECENTER STUDY STUDY AND FOYER, FOYER DECREASED TO 6' 3, MOVE STUDY DOORS IN MASTER BR HALLWAY 4, ADD ARCHED NICHE AT FOYER 5, REDESIGN JACK AND JILL BATH BETWEEN BR 4 8 BR 5 6, REMOVE WALL IN HVAC AT UPSTAIRS LAUNDRY AREA AREA SCHEDULE NAME AREA FINISHED BASEMENT 1345 sq ft. MAIN FLOOR 2168 sq ft. UPPER FLOOR 1816 sq ft. TOTAL LIVING 8033 sq ft. FRONT PORCH 28 sq ft. GARAGE 755 sq ft. OUTDOOR LIVING 409 aq ft. PROJECT TOTAL 6225 sq ft. � DO oz m- m� MD U 12 U Q) J 9 12 � 8 : 12� -6 3 1 M W w 6 3 S W'13 E Q 0 •' r j S S 0 a Dl 1213 N x IMENSIONAL INGLES O T T 1"x6" GUTTER BOARD e" FRIEZE BOARD To of Plate 12 c±1 I c±1 I SMOOTH LP TRIM ate DIMENSIONAL"x4" IO 9HINGLE9 TOMBSTONE ROOF VENT LP SMOOTH FINISH PANEL 12 12 TRIM BOARDS IMENSIONA 12 10 INGLES 10 CV �10 m V, m N — To of Subfloor To of Subfloor = To of Plate To of Plate ROOF SCUPPERS W/ _ 10 SD. COLUMN .',SQ _ - HDR HT DOWNSPOUTS PER BPEG'S w/ CA P < - IX8 BTM DECK i RAILING C PER SPES 0 � '' I 7 FFA ®®®® ® a O To�of Subfloor _ O To of Foundat,on ®�To of Foundation _ BRICK SOLDIER BRICK AS 111'1—/BRICK SOLDIER , LU BRICK ROWLOCK V �FFFF 7 STEP TO GRADE TBD BY FINAL GRADE RAWN BY- K. Lenhar 6/24/2019 _ _ T of Footing PRELIM PLAN 4.28.2019 PRELIM REVISIONS 5.9.2019 PRELIM REVISIONS 5.24.2019 T RIGHT l O l l PRELIM REVISIONS 6.3.2019 SCALE: ]/a" — II -O II PRELIM REVISIONS 6.24.2019 FADE: 2 RIGHT ELEVATION ro ID II --------- :f ------ .___ ' T 2X6 5TRUGUTRAL II O STUD WALL W/ II a 16"xB" CONIC FTG I I POURED s" CONIC WALL W/ I I 16"xe" GONG FTG c1lI �• I 2.4 STUDWALL e. AT GUE6UEbi BATH 11 ®11 = 11 O_ POURED B" ul CONIC WALL W/ 16"x8" CONIC FTG UNEXCAVATED 4"C NC. SLAB OVER 6 NI VAPOR BARRIER ON 4" MIN. GRAVEL FILL 5LOPS TO oLo w/ I" WEATNERLIP 3-4 3 -4 13-0 IS -1 LD WET BAR - ' LL1 SUMP EJECT O' • .•••••••••••••. • POURED 8" CONG WALL W/ 16"xe" GONG FTG O' v O -m 4" POURED CONIC. SLAB OVER 4" MIN, GRAVEL FILL I I U J S) m Q) c Q) Q 0 y Q) M E s 0 0 Ol r :3 6 0 s Q E 0 Q) u O N 4 COLUMN W/ CONIC --------- 36x.... .:...... ' I, 6" x 9' POURED CONCRETE WALLS W/ REBAR FTG TYP (er. VERTICAL 36" O.C., 4 ROWS e4 HORIZONTAL PRELIM PLAN 4.28.2019 z PRELIM REVISIONS ' DECK BEAM ....................... ................ :A ' 5.24.2019 4" CONCRETE SLAB OVER 4" MIN, PRELIM REVISIONS 13'-3r1' �m,� 21'8" •___, V �___. 23'6" 6.24.201 9 F; Lu 2, 16"xS" CONCRETE FOOTINGS, 2500 PSI s NO REBAR OR PER ENGINEERED PRINT --�• � ................BEAM................ � :: ">- 4" COLUMN W/ Q " STEP UP 36.36.12 CONIC m m � � FTG TTP 13'_5" � � m, N � � 46'_1" 3 1/2" WALLS w/ 2.4 STUDS m 16" o.c., 1/2" DRYWALL, SCREWED, TAPE BED FINISHED AND SANDED. Unu R.O.'s IN CONCRETE WALLS. .. ..w�.......... 3050 G ............. 3050 ..................................1�......... FAGS: ............................................................. i2AWN SY: K. Lenhar � SCALE: I/5" _ II-OII FOUNDATION " 6TEP UP 2X6 6TRUCUTRAL 6068 STUD WALL W/ • """'--""" ' 16"x8" CONC FTG _______________________ ___ m 2x6 5TRUGUTRAL STUD WALL W/ 16"x8" GONG FTG = v — STEP DOWN 2X6 5TRUGUTRAL STUD WALL W/ 16"xB" CONIC FTG 2X6 BEARING WALL W/ I6"XB" CONCRETE FTG m; :_..."" O .....BDO TIMER WINW WELL 22.$.. • 1733 4'6" ll' -3%" II'"C 4'-10° ! _1 I'� 1-8 � � Sosoc fI.. BEAM .. . ........................ _:.. .. ' 3" COL. w/ 4" COL. / w ___; 0.30x12 30x3Ox12 CONC FTG LONG FTG ' BEAM ABEAM ................................... _ _ .. .. ...� .. _ .. ..� ... _ J• rt� - ____ O m .. • � ___ _ BEAM .......t 4" COL. w/ 30.30x12 GONG ___ FTG TYP ..... BEAM BEAM T i ro ID II --------- :f ------ .___ ' T 2X6 5TRUGUTRAL II O STUD WALL W/ II a 16"xB" CONIC FTG I I POURED s" CONIC WALL W/ I I 16"xe" GONG FTG c1lI �• I 2.4 STUDWALL e. AT GUE6UEbi BATH 11 ®11 = 11 O_ POURED B" ul CONIC WALL W/ 16"x8" CONIC FTG UNEXCAVATED 4"C NC. SLAB OVER 6 NI VAPOR BARRIER ON 4" MIN. GRAVEL FILL 5LOPS TO oLo w/ I" WEATNERLIP 3-4 3 -4 13-0 IS -1 LD WET BAR - ' LL1 SUMP EJECT O' • .•••••••••••••. • POURED 8" CONG WALL W/ 16"xe" GONG FTG O' v O -m 4" POURED CONIC. SLAB OVER 4" MIN, GRAVEL FILL I I U J S) m Q) c Q) Q 0 y Q) M E s 0 0 Ol r :3 6 0 s Q E 0 Q) u O N N 6/24/2019 I, 6" x 9' POURED CONCRETE WALLS W/ REBAR (er. VERTICAL 36" O.C., 4 ROWS e4 HORIZONTAL PRELIM PLAN 4.28.2019 z PRELIM REVISIONS 5.9.2019 �N PRELIM REVISIONS 5.24.2019 4" CONCRETE SLAB OVER 4" MIN, PRELIM REVISIONS 6.3.2019 V PRELIM REVISIONS 6.24.201 9 4" BRICKLEDGE OR PER PRINT Lu 2, 16"xS" CONCRETE FOOTINGS, 2500 PSI NO REBAR OR PER ENGINEERED PRINT O O 3 1/2" WALLS w/ 2.4 STUDS m 16" o.c., 1/2" DRYWALL, SCREWED, TAPE BED FINISHED AND SANDED. Unu R.O.'s IN CONCRETE WALLS. QL FAGS: FOUNDATION PLAN i2AWN SY: K. Lenhar SPECIFIC FOUNDATION PLAN NOTES: 6/24/2019 I, 6" x 9' POURED CONCRETE WALLS W/ REBAR (er. VERTICAL 36" O.C., 4 ROWS e4 HORIZONTAL PRELIM PLAN 4.28.2019 CONTINUOUS) PRELIM REVISIONS 5.9.2019 3000 PSI OR PER ENGINEERED PRINT PRELIM REVISIONS 5.24.2019 4" CONCRETE SLAB OVER 4" MIN, PRELIM REVISIONS 6.3.2019 GRAVEL FILL PRELIM REVISIONS 6.24.201 9 4" BRICKLEDGE OR PER PRINT 2, 16"xS" CONCRETE FOOTINGS, 2500 PSI NO REBAR OR PER ENGINEERED PRINT 3, INTERIOR WALLS AND PERIMETER WALLS ARE 3 1/2" WALLS w/ 2.4 STUDS m 16" o.c., 1/2" DRYWALL, SCREWED, TAPE BED FINISHED AND SANDED. 4. CONCRETE CONTRACTOR TO VERIFY WALL E WINDOW R.O.'s IN CONCRETE WALLS. FAGS: FOUNDATION PLAN � SCALE: I/5" _ II-OII FOUNDATION .7 ..... WINDOW WELL 1-4- 3050 G ...... ......... ............. .......... ......... :'"PS --, 2x6 WALL GUEST BIR _9 9 FLAT CLG CARPET 12-4- 21i4 ......... .......... 4" POURED CONC. SLAB OVER 4" MIN. GRAVEL FILL UNEXCAVATED 4'CCNC. SLAB OVER & mil VAPOR BARRIER ON 4" MIN. GRAVEL FILL T SLOPE TO OHD W/ I" WEATHERLIP ------------------------------ ------------------------- ---------------- I t::51 ILI IN t::5t=NC.;H AT STAIRS SPECIFIC FOUNDATION PLAN NOTES: I. 5" . S' POURED CONCRETE WALLS W1 RE5AR (*& VERTICAL 36" 0,C,, 4 ROWS #4 HORIZONTAL CONTINUOUS) 3000 PSI OR PER ENGINEERED PRINT 4" CONCRETE SLAB OVER 4" MIN, GRAVEL FILL 4" BRICKLEDGE OR PER PRINT 2, 16"x6" CONCRETE FOOTINGS, 2500 PSI NO RE5AIR OR PER ENGINEERED PRINT 3, INTERIOR WALLS AND PERIMETER WALLS ARE 3 1/2" WALLS ./ 2.4 STUDS 6 W" O.c., 1/2" DRYWALL, SCREWED, TAPE BED FINISHED AND SANDED. 4. CONCRETE CONTRACTOR TO VERIFY WALL 4 WINDOW R , 0,'s IN CONCRETE WALLS. 5ASEMENT FLAN_ SCALE. 1/0" = 11-0" z ca O (Jr MD Q) 9 Q) Q) Q) '9 is Q) z M 6 5) Z 0 x 0 O CmV DECK BEAM CHASE CV a" pouR z .......... CONCRETE Lu 23 -6.1 u Z WET BAR --- ... ......... DECK ABOVE GUEST BA BEAM (j It nu L d) RAWN 15Y- K. Lenhart 612412011B e' FLAT CLG PRELIM PLAN 4.28.2019 STEP UP 5 ' 9.201S 8 S/, 5/l 13. U PRELIM REVISIONS 6,24.20113 I'VECK .50VE2" 34--5" BAR SINK _BAR . . . . . BRUSHED ONCRETE .................... .................................. ............................................... t „STEP UP r --- -------------- .......------- ---:' WALL `0 - -- ------------ ---------- ---------------------- 1 _ ________ --------- ----- -----3X6 : 2X& WALL - ------ -_2 t Q --- ------------------------------------ m L F:1 1127 7 10" DECORATIVE—/ 2�1 WA COLUMN 2�& 3T P� DOWN UJA 2x6 WALL ENTERTAINMENT SUMP EJECT 3 2— .' ' ............. ------------ - 1p - co S' FLAT CLG CARPET UNFINISHED BUILT IN fBrNCW UNDERST41RI CARPET MECHANICAL I CARPET. STORAGE 10" DECORATIVE 10" DECORATIVE COLUMN COLUMN loll DECORATIVE COLUMN -7 RAISED BEAM .................. ... N ...................... ...................... BEAM ........... ........... 4'-0"1 r ---- -------- .. I ......................................................... I ............ ....................... 14" OVERHANG ...................... ............. 00 .................. ......................... '-STERLING MECHANICAOn ........................... .... . 4" POURED CONC. SLAB OVER 4" MIN. GRAVEL FILL UNEXCAVATED 4'CCNC. SLAB OVER & mil VAPOR BARRIER ON 4" MIN. GRAVEL FILL T SLOPE TO OHD W/ I" WEATHERLIP ------------------------------ ------------------------- ---------------- I t::51 ILI IN t::5t=NC.;H AT STAIRS SPECIFIC FOUNDATION PLAN NOTES: I. 5" . S' POURED CONCRETE WALLS W1 RE5AR (*& VERTICAL 36" 0,C,, 4 ROWS #4 HORIZONTAL CONTINUOUS) 3000 PSI OR PER ENGINEERED PRINT 4" CONCRETE SLAB OVER 4" MIN, GRAVEL FILL 4" BRICKLEDGE OR PER PRINT 2, 16"x6" CONCRETE FOOTINGS, 2500 PSI NO RE5AIR OR PER ENGINEERED PRINT 3, INTERIOR WALLS AND PERIMETER WALLS ARE 3 1/2" WALLS ./ 2.4 STUDS 6 W" O.c., 1/2" DRYWALL, SCREWED, TAPE BED FINISHED AND SANDED. 4. CONCRETE CONTRACTOR TO VERIFY WALL 4 WINDOW R , 0,'s IN CONCRETE WALLS. 5ASEMENT FLAN_ SCALE. 1/0" = 11-0" z ca O (Jr MD Q) 9 Q) Q) Q) '9 is Q) z M 6 5) Z 0 x 0 O CmV ACCORD CHASE CV a" pouR z 4PC TUB CONCRETE Lu u Z WET BAR 7EI] ... WALL GUEST BA (j 24"LL.12"D BULKHEAD SURROUND nu L d) RAWN 15Y- K. Lenhart 612412011B e' FLAT CLG PRELIM PLAN 4.28.2019 PRELIM REVISIONS 5 ' 9.201S 8 S/, 5/l PRELIM REVISIONS 63,2019 PRELIM REVISIONS 6,24.20113 LVP BAR SINK _BAR . . . . . ILELVEL SHELVES . . . -------------------------- -_2 t Q I'-6" m 7 SUMP EJECT 2— .' ' ............. ------------ - 1p - co CARPET .................................... ........... .. I ......................................................... I ............ ....................... ...................... ............. .................. ......................... ....... ........... ........................... .... . 4" POURED CONC. SLAB OVER 4" MIN. GRAVEL FILL UNEXCAVATED 4'CCNC. SLAB OVER & mil VAPOR BARRIER ON 4" MIN. GRAVEL FILL T SLOPE TO OHD W/ I" WEATHERLIP ------------------------------ ------------------------- ---------------- I t::51 ILI IN t::5t=NC.;H AT STAIRS SPECIFIC FOUNDATION PLAN NOTES: I. 5" . S' POURED CONCRETE WALLS W1 RE5AR (*& VERTICAL 36" 0,C,, 4 ROWS #4 HORIZONTAL CONTINUOUS) 3000 PSI OR PER ENGINEERED PRINT 4" CONCRETE SLAB OVER 4" MIN, GRAVEL FILL 4" BRICKLEDGE OR PER PRINT 2, 16"x6" CONCRETE FOOTINGS, 2500 PSI NO RE5AIR OR PER ENGINEERED PRINT 3, INTERIOR WALLS AND PERIMETER WALLS ARE 3 1/2" WALLS ./ 2.4 STUDS 6 W" O.c., 1/2" DRYWALL, SCREWED, TAPE BED FINISHED AND SANDED. 4. CONCRETE CONTRACTOR TO VERIFY WALL 4 WINDOW R , 0,'s IN CONCRETE WALLS. 5ASEMENT FLAN_ SCALE. 1/0" = 11-0" z ca O (Jr MD Q) 9 Q) Q) Q) '9 is Q) z M 6 5) Z 0 x 0 O CmV CV z Lu Z O 3: (j nu L d) RAWN 15Y- K. Lenhart 612412011B PRELIM PLAN 4.28.2019 PRELIM REVISIONS 5 ' 9.201S PRELIM REVISIONS 5124,20113 PRELIM REVISIONS 63,2019 PRELIM REVISIONS 6,24.20113 O X 0 OWNERS ENTRY - - ' 10'FLAT CLG HARDWOOD TTIG I I GGE661 ----------------- 3-GAR GARAGE ---------------- •---------------- 3050 FX 3050 Fx 9. 9.. I 3. 3.. 9. 9.. n. 9.. 4'-6" 3'-0" 3'-0" 4' T' 4" 3060 3060 FX 3060 FX 4016 I FINISHED BASEMENT BEA MAIN FLOOR 2168 sq ft. 2X6 WALL WOOD DECK TOTAL LIVING � p I ((\\\ z = u � 4' 1'' 3'-3" TILED SHOWER _ W/ MUDBED Q WASH 1 - r OWNERS ENTRY - - ' 10'FLAT CLG HARDWOOD TTIG I I GGE661 ----------------- 3-GAR GARAGE ---------------- •---------------- 3050 FX 3050 Fx 9. 9.. I 3. 3.. 9. 9.. n. 9.. 4'-6" 3'-0" 3'-0" 4' T' 4" 3060 3060 FX 3060 FX 4016 I FINISHED BASEMENT BEA MAIN FLOOR 2168 sq ft. 2X6 WALL WOOD DECK TOTAL LIVING � p I ((\\\ z = u � Q TILED SHOWER _ W/ MUDBED Q WASH 40S sq ft. - r 6225 sq ft. DRY Lu 2880 COMBO HANGING uuuu TREATED DECK w/ W 7 ROD s-_ 54. II Utu I I 13'3.1 kti OWNERS BR !n RAWN BY: K. Lenhar 6/24/2019 10' FLAT CLG SMOOTH CEDAR RAILS Q OWNERS BA 5.9.2019 PRELIM REVISIONS 5.24.2019 PRELIM REVISIONS CARPET. PRELIM REVISIONS 6.24.2019 VAULTED CLG Ll- CARPET to Q TILE > e CEDAR 5 INDLE5 26" TALL WALL 3050 FX a W/ 6" LEDGE COVER D - �u I Znn'.. o - m n W QI � 0 IIh" WOOD ECK ; O I 1 O I 4'-6V2.. 3060 FX 3060 FX 3060 FX 3060 FX 3060 m FX LANDING 2X6 WALL F�: -Q' UP 18R UP 8IR HARDWOOD 6080 GREAT RM N 12"" I I I Y I COLUMN COFFERED CLG II II HARDWOOD I 0 0, DIRECT 1.1 ______ ---- FIREPLACE DINING RM:i ----------------- WIN:O - OO______ II'FLAT CLG O;;= I--------- _ _ _ _ _ _ _ a HARDWOOD w;;Dl O � ___. o I i i r Q______ �,• 13'-1lh" I 15'-4y4.. I I 2' O" ----------- I r �C DECO DECO • COLUMN COLUMN 4 �" m M 3060 FX 3060 FX ARCHED OPENING2" - n ....................... .......... ..... ...................... ARCHED OPENING ....... DN 16R o 2' ® 4' 6" 13' '• BEAM 4 Il-6�4BEAM 12DECO 4'-0° 1" F30 - MN �Ua �wO p O'FLT CLG IL O HARDWOOD Ir -4 8' p 3' 5" -1 a1 6-819 BARN DR 3284 3080 0/0 i'-6" 18'-10" 4'-4° 8'-0" 61-61. FOYER _ SOS rz80 ENCH ________________________ to FLAT CLG OOR5 I 14" OVERHANG 4'S�`Sn HARDWOOD ARCHED _____ _ ART NICHE 13'-51'i'• •V O O LL 350 x DW IV 36 W - r 0 W 1 96" T 17 8 _______ ________ FARM swK KITCHEN ^ STUDY o W 3 QI 0- 2 a Q BAGK6PLA5H WALL l0' RAT CLG NO TRIM AT WINDOWS 3080 10' FLAT CLG CARPET 3 HARDWOOD RANGE OPEN ' S _ W/ 42" HOOD SHELVING _________ _ BROOM - FINISHED F 8'-0'• "\\ OVEN OPS CONCRETE 'riTO�F6 SHELVING ;G9Mgo; BEAM 3080 3050 G 3050 G -••••••••••- I 1 I 3050 FX 3050 FX OWNERS ENTRY - - ' 10'FLAT CLG HARDWOOD TTIG I I GGE661 ----------------- 3-GAR GARAGE ---------------- •---------------- 3050 FX 3050 Fx 9. 9.. I 3. 3.. 9. 9.. n. 9.. 4'-6" 3'-0" 3'-0" 4' T' 4" 3060 3060 FX 3060 FX 4016 I FINISHED BASEMENT 1349 sq ft. MAIN FLOOR 2168 sq ft. 2X6 WALL 1516 sq ft. TOTAL LIVING � p I ((\\\ z = u � Q TILED SHOWER _ W/ MUDBED Q WASH 40S sq ft. - r 6225 sq ft. DRY Lu 2880 COMBO HANGING W 7 ROD s-_ 54. II Utu I I 13'3.1 kti OWNERS BR !n RAWN BY: K. Lenhar 6/24/2019 10' FLAT CLG Q Q OWNERS BA 5.9.2019 PRELIM REVISIONS 5.24.2019 PRELIM REVISIONS CARPET. PRELIM REVISIONS 6.24.2019 VAULTED CLG Ll- CARPET to Q TILE > 26" TALL WALL 3050 FX W/ 6" LEDGE - �u I Znn'.. o - Ly5 OPE pI n _ QI � 0 IIh" O I 1 O I 4'-6V2.. m 5.4. I s. -IO.. I 4'-0" 19'-1" AREA SCHEDULE NAME AREA FINISHED BASEMENT 1349 sq ft. MAIN FLOOR 2168 sq ft. 2X6 WALL 1516 sq ft. TOTAL LIVING � p I ((\\\ z = u � GARAGE > WASH 40S sq ft. r 6225 sq ft. DRY Lu 2880 COMBO HANGING 7 ROD 54. II Utu I I 13'3.1 kti QL !n RAWN BY: K. Lenhar 6/24/2019 Q Q PRELIM REVISIONS 5.9.2019 PRELIM REVISIONS 5.24.2019 PRELIM REVISIONS 10' FLAT CLG PRELIM REVISIONS 6.24.2019 CARPET 3050 FX 3050 FX 5.4. I s. -IO.. I 4'-0" 19'-1" AREA SCHEDULE NAME AREA FINISHED BASEMENT 1349 sq ft. MAIN FLOOR 2168 sq ft. UPPER FLOOR 1516 sq ft. TOTAL LIVING 5033 sq ft. z FRONT PORCH 28 sq ft. GARAGE 155 sq ft. OUTDOOR LIVING 40S sq ft. PROJECT TOTAL 6225 sq ft. SPECIFIC MAIN FLOOR PLAN NOTES: I. EXTERIOR WALLS ARE TO BE 2x4 STUD WALLS w/ 1/16"SHEATHING, RIS BATT INSULATION 2, 9'-I 1/5" WALL HEIGHT UNLESS NOTED OTHERWISE 3. INTERIOR WALLS ARE 2x4 STUD WALLS P 16" ox— /2" DRYWALL, SCREWED, TAPE BED FINISHED d SANDED. 4, ALL WINDOWS TO BE SIMONTON STYLE WINDOWS MAIN FLOOR SCALE. 1/8" = 11_011 CV N z �N iF Lu O !O VJ Utu QL !n RAWN BY: K. Lenhar 6/24/2019 PRELIM PLAN 4.28.2019 PRELIM REVISIONS 5.9.2019 PRELIM REVISIONS 5.24.2019 PRELIM REVISIONS (.'ONS 3,0 PRELIM REVISIONS 6.24.2019 'AGE: AIN FLOOR Cf) 13•_5" 3l•_l" y , n 4'-1" 3. 3" 3. 3" 3.4. 16 3 3" 4--b" 0 mz ' " 3050 FX 3050 FX 3050 FX 3050 FX 3050 FX 3050 C ('(1 p _ WIC-------- i� U m p m I I I I N LINEN 2eba I OPEN TO ' a l '------ 3, I U BELOW O I J 9 LAUNDRY ILE- - - - - - - ---------- 10 8'FLArCLG _______-' ' 1505 0 > TO BEDROOM y� L 3 n B36D i_ -_ ______ i _____ __ __ O S'FLAT LGCARPET DRY WARN I Y, 'p l) 0 S 2a.a 3'-10• I , 266a II'' 0 E - I-IVAG/ O s 0 0 E Q0 QX) Q1 0 STORAGE -------- '------- _____- r O r _ _ RAIL 2e68 OWNERS SR I m r m ---- -- - - - - - m }5��6 Babe 2bba BELOW i m 1 5 UP 2R 0 CARPET - - I I 3 e 9' FLAT GLG m _____WIG____ - j+ II�UO (� CARPET �I S, -P 9' FLAT GLG 7 19•-10 I Q U T K O I - T 2 W t c"3' AjBA ARP3. Q g CLG N �i 1 2668 2868 TILE 3 2880 = J I ,1 17 _ O 6 6fll 6 5O2eba M Y,1 II � BEDROOM 5 a S ry $ I I 9' FLAT CLG `r 8•-3uz•• ^ 3'-6' m IL-101"5" 8•-6' - 12'-buz° m 5'-8•' 5-0•' I O 1-�1 N CARPET � 9' FLAT CLG mb Tzbba `" 2868 C/o `� BEDROOM 4 °' BEDROOM 3 O 5•_9%5ii 6'_��� 9� FLAT GLG - LOFT 5' FLAT CLG S7CARPET WIG n = I CARPET 9' FLAT CLG nW m I CARPE O U I I /1_ 9' CLG CARPET ' FLAT GLG I .1 (` e i CARPET m �II 4. Y 3050 FX O 3050 FX 3050 G 3050 FX 3050 G 3050 FX MATERIAL CHANGE 3' 10" 6'-9" l•-6" �•-5" 6•-9" 3•-2h" 5'-3" 6•-0" V lu 22'-911" 35.515" 11.3" �I h GARAGE BELOW LU U ^ Ir) I 1 G. G I , N RAWN BY- K. Lenhar �N 6/24/2019 01 �� PRELIM PLAN 4.28.2019 PRELIM REVISIONS 5.9.2019 IJ I , PRELIM REVISIONS 5.24.2019 I , PRELIM REVISIONS 6.3.2019 1 I� PRELIM REVISIONS 6.24.2019 d I I Ij II ,-A UI I� pl IYI �I I� p I I I I rA l Ip SECOND FLOOR_ jl Ip `ilililililiJUJ00000L717171171ilililililiJUUtTtT000t71/FAGE: SCALE. 1/5I' = 11-011 S UPPER FLOOR Q a� P 10/12 10/12 MAIN LEVEL PLATE HT 12/12 Y I I w 12" OVERHANG I\1-/1211 I J - = - - - - - - - - - - - - - - - ' - - - - - - - - IY (L ; W nr/l/l�lvvvvoor�lll rlrl�l�sl�siJcr r 3 -------------= a Q N m > Z a T") FRAME O.H. SEE ELEVATIONS AND ROOF w �I � d4 R \ MAIN LEVEL PLATE HT 12" OVERHANG O I ju W w d 8/12 IL Z I�'.1' I WW ' h SECOND FLR PLATE HT w 3 > W W 10/12 y Z O Q `-" SECOND FLR PLATE HT 12" OVERHANG MAIN LEVEL PLATE HT 12" OVERHANG Z O> 10/12 0/12 0/12 SECOND FLR PLATE HT 12" OVERHANG ✓ I IJPOOOl7l7l%l%l/ICICILrLICIlI1S- T- - - -�rl1l1I1I/JJI/I/SSL2L7C7/560000001/l/r/r/ l.t/L/I/L/LI/I/S// SECOND FLR PLATE HT �_______________________________________________________ - - - - - / _____ 1J00 - - --/r/I/I/S/IGTIJOOL�Lir/r/rir/I/S/SLT 12" OVERHANG i 10/12 1 1 YD 6" GUTTER BOARD 8/12 10/1s 8/12 r/rvr/r/r/r�rcrvvvvvvvv - -V ' 2X FRAME NAILERS 8/12 P 10/12 10/12 10,12 I 12/12 Y I I w �I �I I\1-/1211 I J - - - - - - - - - - - - - - - - - ' - - - - - - - - IY (L ; nr/l/l�lvvvvoor�lll rlrl�l�sl�siJcr q -------------= I� Q N m > Z a T") FRAME O.H. SEE ELEVATIONS AND ROOF 0W Z �I � LZ/7/22?/S/S/S/S?/1lT LiLiLLLi2i2i2iSiSiSiS/S??ODb17tiSiliSiSiSiSiSiSJOJOOc7ll7l/I7 R \ MAIN LEVEL PLATE HT 12" OVERHANG O I N W w d 8/12 I�'.1' I ' h SECOND FLR PLATE HT I ... 12" OVERHANG Y ' 0/12 SECOND FLR PLATE HT 12" OVERHANG ✓ I ` O O a 0 yl 1J00 - - --/r/I/I/S/IGTIJOOL�Lir/r/rir/I/S/SLT ' 10/12 EXTERIOR OPENING HEADERS 6" GUTTER BOARD 8/12 8/12 ,AI I V 2X FRAME NAILERS 8/12 10/12 V I 10,12 10/12 / 1/2" SOFFIT 10/12 IRC 2003 SEC, R102 I P 10/12 10/12 10,12 10,12 I 12/12 Y I I 8/12 I\1-/1211 I - - - - - - - - - - - - - - - - - - ' - - - - - - - - IY ; nr/l/l�lvvvvoor�lll rlrl�l�sl�siJcr -=.=�=fate---------- -------------= I� Q N m > Z a T") FRAME O.H. SEE ELEVATIONS AND ROOF LZ/7/22?/S/S/S/S?/1lT LiLiLLLi2i2i2iSiSiSiS/S??ODb17tiSiliSiSiSiSiSiSJOJOOc7ll7l/I7 SECOND FLR PLATE HT 12" OVERHANG MAIN LEVEL PLATE HT 12" OVERHANG QL SECOND FLR PLATE HT N W w d SEE ALL NOTES FOR VERIFICATION 12" OVERHANG ' h SECOND FLR PLATE HT I ... 12" OVERHANG 10,12 10,12 I N z - - V ; 0 Y W z O Z I Q N m > Z a T") FRAME O.H. SEE ELEVATIONS AND ROOF O ; J j a PLAN ALWAYS AS THEY WILL VARY BY PLAN. QL 13 N W w d SEE ALL NOTES FOR VERIFICATION a>moo I OwQW V4 O O a 0 z EXTERIOR OPENING HEADERS 6" GUTTER BOARD IRC 2003 TABLE 502.50) ,AI I V 2X FRAME NAILERS INTERIOR WALL COVERING V I 1/2" SOFFIT IRC 2003 SEC, R102 I EXTERIOR WALL COVERING 10/12 ; 6" FRIEZE BOARD IRC 2003 SEC. R103 I 1 FIBER CEMENT SIDING I WALL PER SECTION I Iy TYPICAL SAVE DETAIL -------------------------------- /lililil/J�TOOOOOOL7171717171ililililil/JJJJOOOt7l7 MAIN LEVEL PLATE HT 12" OVERHANG ROOF PLAN SCALE= 1/8" = 1'-011 N N z V LU Z !!O^ Vl ULU QL N i2AWN SY- K. Lenhar PLAN 4.28.2019 REVISIONS 5.9.2019 REVISIONS 5.24.2019 REVISIO6 NS .3.2019 REVISIONS 6.24.2019 AGE: 9 OF PLAN GUEST BR db 50"I GUEST AFF BAT IP /.� �; _ \--------------------------- - -- -------------- --- R -0- -O' Q ENTERTAINMENT j"�41, AFF------- / I GAME RM I V\ \ / / UNFINISHED II a 0 T I 1 1 WET BAR I I I GAME RM I _______-• ------------------ I I D -.L i' / \M. Oe c' ELECTRICAL LEGEND ELECTRICAL SYMBOL CATS RG6 Z CEILING FAN AND LIGHT R.I. EXHAUST FAN 4 LIGHT O EXTERIOR WALL LIGHT �f KEYLESS LIGHT K.L LIGHT OUTLET H OUTLET GFI OUTLET WP .H. LL©NF PENDANT LIGHT RECESSESED CAN LIGHT O SMOKE DETECTOR SWITCH ,} SWITCH 3 -WAY 3 SWITCH DOUBLE $$ SWITCH TRIPLE VANITY LIGHT t 5 A 6 E M E I T ELECTRICAL_ SCALE: 1/5II = 11_011 U Q) J 9 m Q) c Q) >? 0 S Q) M a E s 0 0 Q� x E Q O N N z Lu � O O Utu QL _^ RAWN SY- K. Lenhar PLAN 4.28.2019 REVISIONS 5.9.2019 REVISIONS 5.24.2019 REVISIONS 6.3.2019 REVISIONS 6.24.2019 AGE: 10 SEMENT ELECTRICAL � DO _ mz ::i ui o� MDL - in ---------- U — —� GREAT RM R U Q) z -STORY I I I S --- I \ OWNERS J ------ ---- BEDROOM 1 / L 9 Q1 c 'I COO T DINING= I I / >��� T-6 5 3 13 x --- 4, KITCHEN R PENDANT i i \ LIGHT6/ FOYER OWNERS 1 STUDY WIC OWNERS ENTRY (R) (R) \ \ Y'-� •7j, I I / DISPOSAL �} N 1 WORKING `-------------------------- - ------------------- ------ - PANTRY N __----•----••-- ii— LU • ----------------------- - O ---+I o� I 0 LU I -- GARAGE � i2AU1N BY- K. Lenhar 6/24/2019 1 \ PRELIM PLAN 4.28.2019 PRELIM REVISIONS 5.9.2019 1 PRELIM REVISIONS 5.24.2019 PRELIM REVISIONS 6.3.2019 I PRELIM REVISIONS 6.24.2019 low I I I MAIN FLOOR ------------------- sc>4LE: Iia" = I' -o" PAGE: LAMPO6r ON MAIN ELECTRICAL PHOTOCELL ELECTRICAL LEGEND ELECTRICAL SYMBOL CAN FAN CATS RG6 CEILING FAN AND LIGHT R.I. IXHAUfii FAN � LIGHT O EXTERIOR WALL LIGHT GARAGE DOOR OPENER (GOO) GDO HANGING LIGHT /� LAMP POST J®\/`Y-Yy/y LIGHT f� OUTLET Y,µ, OUTLET 22Ov OUTLET GFI ,µ„m OUTLET WP LL41A+. PENDANT LIGHT PHOTOCELL PULL CHAIN LIGHT RECESSESED CAN LIGHT O SMOKE DETECTOR SPLIT RECEPTACLE }� �,IV SWITCH SWITCH }WAY SWITCH DOUBLE AM 6WITGH QUAD A•iI•,1•AD SWITCH TRIPLE dAD VANITY LIGHT p� �I IN �I i/ jN%%NI I /N, Ir) , I , G� h GI ELECTRICAL LEGEND ELECTRICAL SYMBOL CAN FAN GATS RG& 7 CEILING FAN AND LIGHT R.I. EXHAUST PAN < LIGHT O LIGHT J OUTLET � rr rr cr ri r�r�r�s�s, a VW OUTLET GFI yl� RECESSESED CAN LIGHT O / }I, ��IV P SWITCH 3 -WAY ---------- ---------- I SWITCH TRIPLE VANITY LIGHT I O H7, - ---------- wlc / 0 LAUNDRY tu QL _^ �} I I / , AFF ------- OPEN TO - - - - - -- I -- -- I BR 3 BELOW HVC/ I � I�II' STOAGE ILLu , --------- ---------- ------------------ ----------- - - ---------- - ---• ------------- 141 BATHAR , Y / BR 4 / / 1 " bo^ J E J i c--= --) ���- AFF BATH � II .. WIG 60" II AFF LOFT Y / \ , II " _______________ �\ � �T1T1T1T171717Ji_TGiA \ ' —a r I AFF � hh �I IN �I i/ jN%%NI I /N, Ir) , I , G� h GI ELECTRICAL LEGEND ELECTRICAL SYMBOL CAN FAN GATS RG& 7 CEILING FAN AND LIGHT R.I. EXHAUST PAN < LIGHT O LIGHT J OUTLET OUTLET ]ZOV VW OUTLET GFI yl� RECESSESED CAN LIGHT O SPLIT RECEPTACLE }I, ��IV SWITCH SWITCH 3 -WAY SWITCH DOUBLE MI• SWITCH TRIPLE VANITY LIGHT I N N z V Lu O O U tu QL _^ RAWN SY- K. Lenhar PLAN 4.28.2019 REVISIONS 5.9.2019 REVISIONS 5.24.2019 REVISIONS 6.3.2019 REVISIONS 6.24.2019 UFFER FLOOR ELECTRICAL- SAGE: 12 SCALE= 1/0" = 1'-0II UPPER ELECTRICAL "OPTIONAL" TYPICAL TRUSS ROOF: SHINGLES AS SPECIFIED l/16" ROOF SHEATHING c/wH' CLIPS 2x8 BLOCKING AT PEAK PRE-ENGINEERED TRUSSES o 24" 0— 2x4 TRUSS BRACING R38 MIN. BLOWN INSULATION 5/8" CEILING BOARD TAPED 4 SANDED TYPICAL FRAME ROOF: 30 YR, ARCH. SHINGLES AS SPEC'D T/6 ROOF SHEATHING 2X12 RIDGEBOARD OR AS REQ'D 2X8 RAFTERS ® 16" O.C. OR AS REQ'D 2X4 COLLAR TIES a 48" O.C. 2X6 CLG JOISTS ® 16" O.C. 2X4 RIBBON TIE 4 R38 MIN. BLOWN INSUL. 5/8" DRYWALL TAPED 4 SANDED RAFTERS: TABLE: R8015.10),(2), (9) CEILING JOIST: TABLE: R802.40), (2) BRACING 4 CONNECTION TABLE: R802.5.1 4 R802.11 TYPICAL 2X4 SIDING EXTERIOR COMPOSITION SIDING 1/16" WALL SHEATHING 2X4 STUDS o I6" O.C. RIS HIGH DENSITY BATT INSULATION APPROVED HOUSE WRAP 1/2" DRYWALL TAPED 4 SANDED TYPICAL 2X4 BRICK EXTERIOR WALL MASONRY VENEER l GAUGE CORRUGATED GALVANIZED METAL BRICK TIES 3/4" MIN. AIR SPACE AS REQ'D 1 /16" WALL SHEATHING 2X4 STUDS ® 16" O.C. R15 HIGH DENSITY BATT INSULATION APPROVED HOUSE WRAP, W/ WEEP HOLES 33" O.G. MAX. 1/2" DRYWALL TAPED 4 SANDED IRC SEC R103,16 TYPICAL SILL ASSEMBLY PER IRC 2003 R403.1.6 1/2" DIA. X 18" ANCHOR BOLT ® 48" o,c, 12" MIN. FROM EA. CORNER 2.4 PRESSURE TREATED SILL PLATE 1/4" SILL GASKET TYPICAL BASEMENT WALL PER IRC 2003 SECTION R404 - 8" SIDE OR 10" IF UNBALANCED BACKFILL ABOVE l' -O" LINE ON WALL 1/2" DRYWALL 2.4 STUDS a 24' o,c, CRAFT FACED BATT INSULATION 8" CONCRETE FOUNDATION WALL w/ (3) •5 BAR RAN HORIZONTAL, SPACED EQUALLY VERTICALLY, 4 VERTICAL -5 BAR AS REQUIRED BY LOCAL CODE. ASPHALT DAMPPROOFING 2" RIDGID FOAM TO BE USED ON UNFINISHED INTERIOR CONCRETE WALLS l' -O MIN, DOWN WALL. FOOTING PER IRC R403 16"WxI&"D MIN, CONIC. FOOTING c/w 2- RUNS "5 REBAR 18" WIDE IF 10" THICK WALL SEE IRC SECTION R405 FOR DRAINAGE DRAIN TILE TO SUMP OUT TO STORM AS REQUIRED ROOF FRAMING PER IRC 2003 4 2005 INDIANA STATE AMENDMENTS, SECTION 802, PURLIN BRACING PER SECTION02.5.1 4 FIGURE 802.5.1 ROOF TRUSS SYSTEM PER IRC 2003 4 INDIANA AMENDMENTS SECTION 802.10 VENTILATION: IRC 2003 SEC R806 OVERHANGS 4 OFFSET FROM PLATE TO SOFFIT VARY PER PLAN SEE ROOF PLAN 4 OTHER NOTES TO 401b LIVE LOAD 201b DEAD LOAD 14" I -JOIST FLOOR SYSTEM EXTERIOR OPENING HEADERS IRC 2003 TABLE 502.5(1) 0 01 14 O TYPICAL T' JOIST FLOOR SYSTEM: 3/4" T4G SUBFLOOR SHEATHING ENGINEERED T' JOISTS SPACED AS DESIGNED BY SUPPLIER. PER IRC R502.1.4 401b LIVE LOAD 201b DEAD LOAD 14' I -JOIST FLOOR SYSTEM STEEL REBAR AS REQUIRED PER IRC 2003 TABLE 404,1,1(2) TYPICAL BASEMENT FLOOR: PER IRC 2003, SECTION 506 4" CONCRETE SLAB c/w FIBER MESH REINFORCEMENT 6 .11 POLY VAPOR BARRIER OVER COMPACTED GRANULAR FILL TYPICAL WALL SECTION to 0 TYPICAL 2X4 SIDING EXTERIOR WALL: VINYL SIDING 1/2" SHEATHING AIR BARRIER DRIVEWAY 2x4 STUD5 -16" o.c. BY OTHERS R13 BATT INSULATION 6 MIL POLY VAPOR BARRIER 1/2" GYPSUM BOARD BUILT-UP HEADER SEALANT AND BACKER ROD INTERIOR CASING METAL FLASHING SHIMS AND INSULATION iF WINDOW UNIT WINDOW UNIT SEALANT AND BACKER ROD INTERIOR CASING TYPICAL 2X4 SIDINGEXTERIOR WAL_. 2X4 SILL PLATE VINYL SIDING 1/2" SHEATHING AlR BARRIER 2x4 STUDS • 16" o.c. R13 BATT INSULATION 6 MIL POLY VAPOR BARRIER Utu 1/2" GYPSUM BOARD TYP. HEADER DETAIL 2x4/8IDING HEADER 4 SILL T/O MAIN FUR - 1/2" EXP JOINT T/O MAIN FUR SUBFLR T/O FOUNDATION p _ I n T/O FOOTING _ 16"x8"� CONCRETE FOOTER T/O BASEMENT SLAB ® 9 IXI BEAM I 2"MINIMUM 6 DECOVE SLOPE SLAB I/8" PER FOOT RI I4. 41 u n6 .1 b S" CONCRETE WALL .v PORCH SLAB 4 COLUMN DETAIL TYPICAL SILL A95EMBLY: EXTERIOR SLAB MUST IR" DIA x I6" ANCHOR BOLT m 45" o.c. BE 4" BELOW HOUSE 12" MIN. FROM EA. GARNER 2x4 SLAB AT ALL BASEMENT PRESSURE TREATED SILL PLATE 1x4 DOOR OPENINGS SILL GASKET ALL PER IRC 2005 4 INDIANA AMENDMENTS SEC 403.1.6 16"Wx8"D CONCRETE FTG c/w 242UN6 •5 REBAR PER IRC 2005 4 INDIANA AMENDMENTS2' RIGID FOAM TO BE USED PER IRC SEG 403 p d 2005 W/ STATE AMENDMENTS DRAIN TILE TO SUMP TO STORM OR PER IRC 2005 SEC. R405 T/O MAIN FLR b i/O MAIN FLR SUBFLR DRIVEWAY 3 J T/O FOUNDATION BY OTHERS z 4a �N 4 iF T/O FOOTING CONCRETE FOOTER GARAGE SLAB DETAIL TYPICAL SECTION W,4L<OUT 4" OR 6" FRAMED BEARING WALL AS REQUIRED, 4" CONC, SLAB FL. PER IRC 2003 SECTION 506 16"x8" GONG, FTG PER IRC SECTION R403 SEARING WALL DETAIL DBL 2.4 2-2x1 EDC 2x4 2x4 SOLE PLATE TYP. DOOR OPENING DETAIL DBL 2x4 TOP PLATE 2x4 CRIPPLE 2-2x12 HEADERS ON EDGE 2x4 STUD WALL 2.4 CRIPPLE O 0 2x4 SOLE PLATE TYP. WINDOW OPENING DETAIL CAPPED KNEE WALL BEYOND OPEN SPINDLE RAIL AS SPEC'D NEWEL POST AS SPEC'D 4" MAX. ?� NOT LESS THAN 36" IN HEIGHT ry%�`� MAX. RISER HT. NOT ��% 4" DIA. WITH PATTERN / SPACING SUCH 1f E'ER CODE: SEE PLAN 0 MAXIMU THAT A SPHERE 4" IN DIA, FOR ACTUAL DETAILS. CANNOT PASS THROUGH STAIR TREAD DETAIL 1 STAIR / BALUSTER OPEN BALUSTRADE BALOANY / STAIR RAILINGS L STYLES ARE DIAGRAMMATIC INDIVIDUAL PLANS MAY VARY AS IT PERTAINS TO m ONLY -- CONTRACTOR TO AN OPEN OR CLOSED STYLE TREAD END. COORDINATE STYLES WITH OWNER / FINISHES ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NORE MORE THAN 2" IN STAIR RAILING CROSS SECTIONAL DIMENSION: OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE, SEE IRC. SECTION R311.5.6.3 O aT° srAl� T/O FLOOR 9LAE T/O FOOTING U � J 9 0 2 C Q 0 " z Q) N m n 3 J� M W 3 S N D7 6 0 m b) d E 0 Q O N N z �N iF lu O O Utu RAWN BY- K. Lenhar PLAN 4.28.2019 REVISIONS 5.9.2019 REVISIONS 5.24.2019 REVISIONS 6.3.2019 REVISIONS 6.24.2019 AGE: 13 rAILs