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HomeMy WebLinkAboutFloor PlansL REISSUED: 11/13/2019 204 FIXED F3 1, 2620 FIXED MAL SIH T 14'S' 13 9 5 a 13 1" 12 21' 1" - = OWNERS Z? BATH N 39' BATH#3 § - BEDROOM#3 OWNERS SUITE _ = - a ' 51/T _ 6'-0'ry 3'-7112' . W.I.CZJ ti = 2?1/2'XST "AC CHASE �ATHC ACCESS - IU-81/T 3'A TIT' 12'-T Y IF�x �I GARAGE 6-I" W.I.C. _ L.T. - PANTRY — R11——_- — _ 411 4 II -- — — — 5 4 - a I - o LAUNDRY Z-0— sm sKITCHENS-_-_� -- --- — ~"1/Z'�1 II H2A"MI 6" FAnuL - = 16-3112' 9'H, 7-8112'� 5-V' FOYER 2S-F ^ HI �lOO _ 11 IT-4112 I'dl/T'lD' d' I I 11 DN34112"HIGHWALL I S -4-- ------- C OVERED zp�'PORCH LLDINI,NG N 5 I �� I y 5'4" '4 �FOYER - 19'-7' 7 16-1 1/2' 7' 9'-9 1/2' B'a I I 4 IlT II'U' I FAMILY ROOM - l4 � - n � v m 1 --- - -------� N - --- -------7 r-- — _ a SCREENED IB` d'tl' IS' 6'-61/2" N n covERED STUDY - BEDROOM #2 y DECK ry a -`B" 51/2- Sd1/T I IS � I REFAB FIREPLACE II -- I I I I P.i. POST Fr.)- F-414 CORNER 66PRESSURE— FEAT EDCONTIN000STO PRO General Notes: I. REFER i0 SHEEON.I FOR GENERAL NOTES. 2. ALL FIRST FLOOR CEILINGS TO BE 9'F ABOVE SUBFLOOR UNLESS OTHERWISE NOTED 3. PEAMETOP OF ALL WINDOWS AT I'P31r BELOWTOP OF PLATE UNLESS OTHERWISE NOTED. 4. ALL DROPPED, INTERIOR HEADERS FALSE AND BEARING) ARE DROPPED I'FE FROM CEILING UNLESS CALCULATIONS REQUIRE LARGERHEADERS. 5. REFER TO SELECTION SHEETS FOR FLOORING MATERIAL PRIOR TO CONSTRUCTING STAIRS TO DETERMINE RISER HEIGHTS. Key Notes: �I 10r,10'BOX COLUMN -RE: DETAIL El7.02 FORFRAMING ❑2 BENCH- RE: STANDARD DETAIL F/D2.2 o- �4 TOP OF OPENING ®6'6"AEF. �5 TOP OF OPENING® HEIGHT SPECIFIED IN GENERAL NOTES IRIS SHEET © CARPENTER TO DROP ELECTRICAL WIRE THROUGH PORCH CEILING FOR LIGHTS ❑- © - o- 10 - I1 RE: DETAIL B17.02 FOR BASEMENT STAIR FRAMING DETAILS 12 FRAME GARAGE WALLS AT 10'5­1 Ir FROM TOP OF FOUNDATION WALL 13 PROVIDE CEILING TREATMENT tS SEE 5ID4.1 FOR DETAILS 14 209 DBL. FRENCH DOOR WITH 4010 TRANSOM ABOVE IS SCREENED IN COVERED DECK- SEE SHEER D10. 1 AND DI 0.3 FOR DETAILS 16 - RESIDENCE FOR: JONES 7233 DELMONT DRIVE LEGACY Job Namb- Drawing Date: Coord Name: Coord Phone: LEG-0043.00 11/5/19 M. HYAT1 859.578.4290 Hoose Name: Drawin Scale: 1/8" - I Conhamt Drawn By: UR the PARKHILL seriem: SERIES II Plan No.: Bom on Date: 08/30/19 CDs Drawn Br Brian W. N/A Drees s_ 2.01 F HOMESsM corynanm siv lmivTrre o.<«comWm. ri mgia e«<h<a. First Floor Framing Plan ,.° EPlI.I" .° Elevation "A" REISSUED: 11/13/2019 74'C 2 7O'-0" 4'dY• D1.1 CJ EiTI I III 46'-11112' IIII III I IIII % 21'-01/2' 1 V 1T-91/4" 1 17-I1 1/T § 0 16-23/4•' TO Cl OF BEARING NIA o HE S TO C.L. OF BEARING III IIII TO C.L. OF BEARING 2D'-tl' — / 2-0' 2-0' m - TO C.L. OF DRAIN O III �= O 1 IIIIII ADDTL JOBTUNDER WALL ABOVE 2 IIII ; LJ = - y 4 1111 10 IIII - ITT—o i1111i AODTL JOIST UNDER WALL ABOVE €, l Ij1II1 IjII UNEXCAVATED L+ IIIlI1 1111II lIln1II Ir 12 J I1II1I1 APPEL J019 UNDER W/A/LL ABOVE19'-03/4' §— y- wsrA1Ro�ws TIII TO C.L. OF BEAM g -j 1 TO C.L. OF BEAM FULLBASEMENT 2) , f LL..T1JJII pDr1BBII OO 2l 3-0--a1/2' O '" 10E TIT 12'1 T7 �I1ISSIIT —_ �JII " 1211a/4xl4LVLIFLUTI I III �%' -m L 1I 1II _rIII _rLrLII _ %' 11-0 Ipl yid 10'-81/2' %13 12 1 1 I IT n 1 16 I I I 1 - NEXCAVATED %O' 9 11. 1 15 ELL 1 w 18 1 0 I � 1 j 11 jI 1 II 1 �Inl IIII u1Ju 1� _ � IIII 1 illi 1z 1111111P - lill — I 2I 2t 1111 co IIII o III I IIII LL IIII IIII - � r I I u l I of I _ IIII 19'-0314" 16'A I/T' O IIII 18'-23/4" 9 I ?? _� _ J1 %, 10,J,• TO C.L. OF BEARING TO C.L. OF BEARING B, IIII 54,-8,' IIII IIII TO C.L. OF BEARING 3' TO C.L. OF COLUMN LINE OF DECK ABOVE IIII = 51/d"CANT'D Itl-63/4" CJ 11 63'4Y' TO FACE OF BEAM I I'4Y' 74 C General Notes: I. REFER TO SHEET ONA FOR GENERAL NOTES. 2. ALL FOUNDATION WALLS TO BE 9'-0 TALL AND B' THICK UNLESS OTHERWISE NOTED 3. OVERALL FOUNDATION WALL HEIGHT MAY VARY UP TO I". d. SEE SHEET ONA FOR VERTICAL FOUNDATION WALL CONTROL JOINT LOCATIONS. Key NOlez �1 BRICK LEDGE- FIELD VERIFY DROPPED BRICK LOCATIONS ❑2 PROVIDE A 6 MIL POLYEMYLENE VAPOR BARRIER W/JOINTS LAPPED 6" MIN. UNDER ALL INTERIOR CONE. SLABS INCLUDING GARAGES ❑3 - O b112"11 GA. ADJUSTABLESTEEL COLUMN ON30WO'x12" PLAINCONCRETEFOOTING ❑ - ❑6 GARAGESLABTO BE HELDA MINIMUM OF d" BELOW TOP OF FOUNDATION AND IS TO SLOPE 114"PERFOOT TOWARDS GAR AGE DOOR ❑1 CONTINUOUS FOOTING AND FOUNDATION; DROP TO BE FIELD DETERMINED © 1-1/2"TW. OVERHANG AT CONCRETE PORCH SLAB ABOVE ❑9 LINE ONSTUD WALL/PORCH SLAB ABOVE -SEE DETAIL B17.01 FOR MORE INFORMATION 10 S'ITDIA. AREA SLOPEDTO DRAIN; 7 LOWERTHAN TOP OFSIAB Il REFER TO STANDARD DETAIL SHEET S-1 B FOR GARAGE SLAB DETAILS 12 0"DEEPx16' NEE TOOTER AT BEARING WALL 13 DROP TOP OF FOUNDATION WALL B" FOR STEEL BEAMSUPPORT Id BOTTOM OFWINDOWSILLTO BEA MAX4r A.EF: USE CONCRETE HDR. IS TOP OF FOUNDATION WALL TO BE EVEN WITH MAIN WALL FOR CONC. PORCH SLAB SUPPORT 16 (3) W WOOD POST ON 2d" 4.12- PLAIN CONCRETE FOOTING 11 DROP FOUNDATION TO BE FIELD DETERMINED 18 C EXTENDED FOOTING W/69P.T. POST ON TOP OF FOOTER EXTENSION 19 29 P.T. LEDGER BOARD w11/4"DIAMETER x3" LONG SIMPSON SDS SCREWS®d"o.c. STAGGERED ❑N 6x6P.T.POSTONI6"DIA. SONOTUBE FOOTERTO FROSTCONNECTED WITH BCS MA CAP AND ABW66Z POST BASE FEE. OF 31 RESIDENCE FOR: JONES 7233 DELMONT DRIVE LEGACY lob N-1— Drawing Dale: Cmmrd Name: C—d Phone: LEG-M-00 11/5/19 M. HYAT1 859.578.4290 H.—Name: Drawin Scale: I/B"-I'T CmnI Drawn By: UR the PARKHILL seriem: SERIES II Plan N- B.. — Dale: 09/30/19 CD: Drawn Br Brian W. N/A Drees s � HOMESSM ,o, Opt. Baaement FoandaBon comnmlm si, T,11 mym 1-1 �Em�9, �6:o°am�>>�° —1w Plan Elevation „A„ Elevation