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HomeMy WebLinkAbout17100082.3v 0 113'-9" 8'-41/2' �, 45'-5' 3T-01/2" 25-8 5/8" A/C E S-10 7/8' 36'-8 1/2" 2'-0" `r 6, I -O-AL SQUARE F00 -AGE 0 i 7777777777777777 xz/ II L,NF N S -ED SQUARE FOO -AGE L in (2) 2X12 HDR. L_ CODE. II II FOUNDATION WALLS SHALL BE 8" THICK OR GARAGE SQUARE FOOTAGE MINIMUM SIZE AS PER LOCAL CODE. 3. ALL FOUNDATION ANCHORS SHALL BE 6'-0' UNFINISHED BASEMENT ON CENTER AND 2 PER CORNER. 0 I 9 -9 112' CLG. HG'. PROVIDE POSITIVE DRAINAGE. MAINTAIN 8" = N S -ED SQUARE =00 -AGE SPACE BETWEEN GRADE AND ANY WOOD 13'-11 1/2' �- 2� II 5. ALL WORK IS TO BE PERFORMED AND I PROVIDED, TO MEET OR EXCEED LOCAL BUILDING CODES. 6. IN UNFINISHED AREAS ALL DIMENSIONS ARE 0 TO THE FACE OF THE FOUNDATION WALL 7. IN FINISHED AREAS ALL DIMENSIONS ARE TO CW 2-2965 THE FACE OF THE FRAMED WALL- ALL8. 8. VERIFY ALL MASONRY LINTEL SIZES AND 7'-6* HEADER HEIGHT TYPES WITH BUILDER PRIOR TO PERFORMING WORK. 9. FACE OF FRAMED WALLS TO BE 4" I I I 8'-0 111/8" �.\A I I I mol I I � 3-1 g I I I I FAMILY ROOM -11 9 -9 1 2 CLG. HGT. 11 9'-8" 1 5-51/2" M �� I Pic v II� II m41 0 s m QIFffla I Q I S c HQ II x3 113 I I oil I o W Dw 1/2° II ]z F_ , I _ II II II I Ell 2xs WALL BAR i L — J — — W/ FOOTING — — I " I 9'-9 1 2 CLG. HGT. I 60 60'X12' II -1 I II O'xsa x1 CONCRETE - - - - 32'-6' STEEL BEAM - - - - CONCRETE I 3'-5 1/2° II F TING _ I DESIGN BY OTHERS I15'-5" EXERCISE ROOM — 2X6 WALL 9 -9 1 2 G_G. HGT. — — — — WOOD BEAM ci — — — II II W/ FOOTINGDESIGN BY OTHER - 0 p \ I II `= w cn 48' VANITY P: aI I I I 18 RISES 0 7.23'�I Lu m m m o l l n RUNS o 10.0• o I®I I BATH 60 36' Q 9'-9 1 2 CLG. HGT R V m m NII I6 _ _ -- ---- --- — II 5 2X6 WALL— — — — -276► aLL — 6 — — — — 2X6 WALL II II I — — — W�D0DU — I I — — W/ FOOLING W/ FOOTING — — — — �— 1C'-2" 9'-0 1/2" 11'-5 1/2" - F_ — — — — — — — — — I — 6 II I I 13'-9 1/2 16'-4" ,1'-1� 16'-4" ,2'-711 II FURN. I I II NII UNFINISHED BASEMENT w/H I L_ Ell NII THEATER ROOM �o �� -----� ----- -----------------� DROP FND. 8' BELOW SLAB DROP FND. 8' BELOW SLAB 'r 9 -_97172 CLG. HGT o m i m o 3n Uo " 8' -5. 16' X 8' O.H.D. ABOVE 16' X 8' O.H.D. ABOVE I o < ° W S2 c: ~ "uj SII SII < I QO m} I L mLn L71 F_ 60 X60' 12' wx60 X1 ' II W 21 STEEL BEAMCON II 11'X11' III IN FOOTI� _ - - - - FO FOOTING -DESIGN BY OTHERS _ - BEAM PKT 4'-31/2' 19 -8 STEEL BEAD 2- 3 li DESIGN BY OTHERS STEEL COLUMNS — — — —2X6 WALL W/ FOOTING — — — — — -- ,— L__ — UNEXCAVATED I I 19'-8' — FILL W GRANULAR FILL - N N- - MF MF W------ omCID mJ 17'-3 112' I l p Z g I I rF1 C �LZ 1° WATER SERVICE LATERAL u1ERAL 19'-0 1/2- 8'-4 1/2" 113'-9" U -'LAN NDATI`f�N i1r' 1 /4" = 1'-0" WALL HEIGHT — 10'-0" 9'-9 112- — TOP OF SLAB TO BOTTOM OF FLOOR JOIST 20'-5 1/2" 18'-6' Imo' -----------II m SII mp m 1 11 11 1 -O-AL SQUARE F00 -AGE 0 i (2) 2X12 HDR. II L,NF N S -ED SQUARE FOO -AGE L in (2) 2X12 HDR. L_ CODE. II II 17'-3 112' I l p Z g I I rF1 C �LZ 1° WATER SERVICE LATERAL u1ERAL 19'-0 1/2- 8'-4 1/2" 113'-9" U -'LAN NDATI`f�N i1r' 1 /4" = 1'-0" WALL HEIGHT — 10'-0" 9'-9 112- — TOP OF SLAB TO BOTTOM OF FLOOR JOIST 20'-5 1/2" 18'-6' Imo' TABLE BSMT WNDOW DOOR FRAMING DTA. 1 11 11 1 -O-AL SQUARE F00 -AGE 0 i (2) 2X12 HDR. ALL FOOTINGS SHALL BE BELOW FROST LINE L,NF N S -ED SQUARE FOO -AGE MINIMUM SIZE SHALL BE AS PER LOCAL (2) 2X12 HDR. L_ CODE. 2. FOUNDATION WALLS SHALL BE 8" THICK OR GARAGE SQUARE FOOTAGE MINIMUM SIZE AS PER LOCAL CODE. 3. ALL FOUNDATION ANCHORS SHALL BE 6'-0' FRONT PORC- ON CENTER AND 2 PER CORNER. 0 I SECOND FLOOR PROVIDE POSITIVE DRAINAGE. MAINTAIN 8" = N S -ED SQUARE =00 -AGE SPACE BETWEEN GRADE AND ANY WOOD i•7 TRIM. 5. ALL WORK IS TO BE PERFORMED AND PROVIDED, TO MEET OR EXCEED LOCAL BUILDING CODES. 6. IN UNFINISHED AREAS ALL DIMENSIONS ARE 0 TO THE FACE OF THE FOUNDATION WALL 7. IN FINISHED AREAS ALL DIMENSIONS ARE TO THE FACE OF THE FRAMED WALL- ALL8. 8. VERIFY ALL MASONRY LINTEL SIZES AND TYPES WITH BUILDER PRIOR TO PERFORMING WORK. 9. FACE OF FRAMED WALLS TO BE 4" c I OUT FROM FACE OF FOUNDATION WALL 0 20 STUDS 0 16" O.C. _LL TABLE BSMT WNDOW DOOR FRAMING DTA. 1 11 11 1 -O-AL SQUARE F00 -AGE GENERAL FOUNDATION PLAN NOTES: (2) 2X12 HDR. ALL FOOTINGS SHALL BE BELOW FROST LINE L,NF N S -ED SQUARE FOO -AGE MINIMUM SIZE SHALL BE AS PER LOCAL (2) 2X12 HDR. L_ CODE. 2. FOUNDATION WALLS SHALL BE 8" THICK OR **NnTr** ACCEPTANCE k APPROVAL OF RM -S PLAN -A', -AD A FNAL REVEW AND 'S APPROVED BY --.E OWNER AND -HE BUILDER. CHANGES. DELE70NS AND/OR ADD' ONS ARE AS NOTED. ANY ADDITIONAL VODIFICA-ONS -0 T11S PLAN COULD RESULT IN ADD 70NAL CONSTRUC-ON 71AE AND/OR COSTS. OWNER OIWNER BUILDER DATE SQUARE FOOTAGE TABLE BSMT WNDOW DOOR FRAMING DTA. SCALE: 1/4"=1'-O" -O-AL SQUARE F00 -AGE GENERAL FOUNDATION PLAN NOTES: 1. ALL FOOTINGS SHALL BE BELOW FROST LINE L,NF N S -ED SQUARE FOO -AGE MINIMUM SIZE SHALL BE AS PER LOCAL F RS— FLOOR CODE. 2. FOUNDATION WALLS SHALL BE 8" THICK OR GARAGE SQUARE FOOTAGE MINIMUM SIZE AS PER LOCAL CODE. 3. ALL FOUNDATION ANCHORS SHALL BE 6'-0' FRONT PORC- ON CENTER AND 2 PER CORNER. 4. GRADE ALL SOIL AWAY FROM DWELLING TO SECOND FLOOR PROVIDE POSITIVE DRAINAGE. MAINTAIN 8" = N S -ED SQUARE =00 -AGE SPACE BETWEEN GRADE AND ANY WOOD TOTAL FINISH SQUARE FOOTAGE 8331 SF TRIM. 5. ALL WORK IS TO BE PERFORMED AND PROVIDED, TO MEET OR EXCEED LOCAL BUILDING CODES. 6. IN UNFINISHED AREAS ALL DIMENSIONS ARE TO THE FACE OF THE FOUNDATION WALL 7. IN FINISHED AREAS ALL DIMENSIONS ARE TO THE FACE OF THE FRAMED WALL- ALL8. 8. VERIFY ALL MASONRY LINTEL SIZES AND TYPES WITH BUILDER PRIOR TO PERFORMING WORK. 9. FACE OF FRAMED WALLS TO BE 4" OUT FROM FACE OF FOUNDATION WALL **NnTr** ACCEPTANCE k APPROVAL OF RM -S PLAN -A', -AD A FNAL REVEW AND 'S APPROVED BY --.E OWNER AND -HE BUILDER. CHANGES. DELE70NS AND/OR ADD' ONS ARE AS NOTED. ANY ADDITIONAL VODIFICA-ONS -0 T11S PLAN COULD RESULT IN ADD 70NAL CONSTRUC-ON 71AE AND/OR COSTS. OWNER OIWNER BUILDER DATE SQUARE FOOTAGE TABLE BASEVEN- -O-AL SQUARE F00 -AGE k000 SF - V S -ED SQUARE FOO -AGE 2390 S1 L,NF N S -ED SQUARE FOO -AGE 610 S- F RS— FLOOR SHEET A-2 F N S -ED SQUARE FOO -AGE L156 SF GARAGE SQUARE FOOTAGE 863 SF REAR DECK 608 SF FRONT PORC- 57 SF SIDE PORC- 58 S= SECOND FLOOR = N S -ED SQUARE =00 -AGE 1785 SF TOTAL FINISH SQUARE FOOTAGE 8331 SF IT IS THE BUILDER/ OWNERS RESPONSIBILITY TO VERIFY THE PROPER AIR SPACE BETWEEN ALL BRICK AND WOOD WALLS WITH HOUSE WRAP, TO PREVENT WATER INFILTRATION. BUILDER/ OWNER SHOULD SEEK THE ASSISTANCE OF A QUALIFIED ENGINEER FOR THE PROPER SIZING OF ALL STRUCTURAL HEADERS, RAFTERS, SUPPORT BEAMS, LAMINATED BEAMS, JOISTS, FOOTINGS, ETC. IT IS THE BUILDER/ OWNER RESPONSIBILITY TO VERIFY ALL DIMENSIONS & DESIGN OF THESE DOCUMENTS FOR ACCURACY. © 2017 TIMOTHY HOMES, LLC THIS PLAN IS PROPERTY OF TIMOTHY HOMES, LLC. ANY UNAUTHORIZED USE OR REPRODUCTION OF THIS PLAN, IN WHOLE OR IN PART IS PROHIBITED. TIMOTHY HOMES, LLC WILL USE ALL LEGAL MEANS AVAILABLE TO PURSUE THE UNAUTHORIZED USE OF THIS PLAN OR ANY DESIGN ELEMENTS CONTAINED THEREIN. PREPARED BY EMKOW DESIGN SERVICES 317-716-5394 COPYR GH7 Q 2017 AI ! RIGHTS RESERVED 3 0 S r-- cn 0 0 0 i .. 8331 S. F. = LE NAME: 106-- S_ PLO— DATE: 03/03/17 ?EV SED DA -E: 03/07/17 07/20/17 10/03/17 SHEET A-2 NO. D 1 r� 3 0 S r-- cn 0 0 0 i .. Lo C to 0 0 3 0 E w i i 0 a i E 0 i co ao 0 N CD 0 0 U 0 0 OF 5 8331 S. F. = LE NAME: 106-- S_ PLO— DATE: 03/03/17 ?EV SED DA -E: 03/07/17 07/20/17 10/03/17 SHEET A-2 NO. Lo C to 0 0 3 0 E w i i 0 a i E 0 i co ao 0 N CD 0 0 U 0 0 OF 5