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HomeMy WebLinkAbout08050107.2co II-d- — d" 3' -10 1/4" „ 7 -11" 3' -9 3/4" i I I 5CREEN- IN I COVERED PORCH I 4' CONCRETE SLAB I SLAB ON GRADE I 1-3 't J I / y I I- i — — — — — — �- -� - - - - - I 21' -11 1 DROP RO BELOW SLAB DROP FOR BRICK LEDGE 8' BELOW SLAB SERVICE DOOR I ABOVE 19' -7 1/2" I I I I H � I F0 CR4UJL 5PACE I I VAPOR BARRIER 4' GRANULAR FILL MIN. I I I I I I 22' -1' CGNCEM LNTM DEWi N BY OtWM I — — T8'XI6' PIER 16,X1' Clum L coNC. PAD i C I I� III I I 2N -I' CONCRETE LNTEL DESIGN BY 0-mm ° 1 — — 8'X16' PIER ON 1-3 't J I / y I I- i — — — — — — �- -� - - - - - I 21' -11 1 2X4 TREATED 104M WALL. EXCAVATE TO IO EE WALL TO SIT ON EXISTING GARAGE EXISTING FOOTER BELOW FOOTING DEPTH FEXISTNG (55 011 RED. EMOTING GARAGE WALL I FOR DOOR ABOVE L L- EX15TING GARAGE — EXISTING GARAGE WALL 7 L I DROP RO BELOW SLAB DROP FOR BRICK LEDGE 8' BELOW SLAB SERVICE DOOR I ABOVE 19' -7 1/2" I I I I H � I I CR4UJL 5PACE I I VAPOR BARRIER 4' GRANULAR FILL MIN. I I I I I I 22' -1' CGNCEM LNTM DEWi N BY OtWM I — — T8'XI6' PIER 16,X1' Clum L coNC. PAD I SPAIN I I C I ( LACCESSJ r4 mll III I I 2N -I' CONCRETE LNTEL DESIGN BY 0-mm ° 1 — — 8'X16' PIER ON 60'X6m'XI2' L cONC. PAD I r� I 2X4 TREATED 104M WALL. EXCAVATE TO IO EE WALL TO SIT ON EXISTING GARAGE EXISTING FOOTER BELOW FOOTING DEPTH FEXISTNG (55 011 RED. EMOTING GARAGE WALL I FOR DOOR ABOVE L L- EX15TING GARAGE — EXISTING GARAGE WALL 7 L I DROP RO BELOW SLAB DROP FOR BRICK LEDGE 8' BELOW SLAB SERVICE DOOR I ABOVE 19' -7 1/2" I I I I I I I I I GARAGE 4 CONCRETE SLAB V I 4' GRANULAR FILL MIN. ' I I I I I I I I DROP M. 8' BELOW SLAB I 16,X1' E �I FOUNDATION PLAN -a" 12 " -1 1 20' -3 1/2" 0 GENERAL FOUNDATION PLAN NOTES: I. ALL FOOTINGS SHALL BE BELOW FROST LINE MINMLM SIZE SHALL BE AS PER LOCAL CODE. 2. FOUNDATION WALLS SHALL BE 8' THICK OR MINIMUM SIZE AS PER LOCAL CODE. I ALL FOUNDATION ANC44M SHALL BE 6' ON CENTER AND 2 PER CORNIER 4. GRADE ALL SOIL AWAY FROM DWELLING TO PROVIDE POSITIVE DRAINAGE. MAINTAIN 6' SPACE BETWEEN GRADE AND ANY WOOD TRIM. 5. ALL WORK IS TO BE PERFORMED AND PROVIDED TO MEET OR EXCEED LOCAL BUILDING CODES. 6. IN UNFINISHED AREAS ALL DMENSIONS ARE TO THE FACE OF THE FOUNDATION WALL 1. IN FINISHED AREAS ALL DIMENSIONS ARE TO THE FACE OF THE FRAMED WALL. & VERIFY ALL MASONRY LINTEL SIZES AND TYPES WITH BUIILDER PRIOR TO PERFORMNG WORK S. FACE OF FRAMED WALLS TO BE 4' OUT FROM FACE OF FOUNDATION WALL. ACCEPTANCE do APPROVAL OF PLANS TI- ", PLAN HAS HAD A FINAL REVIEW AND IS APPROVED BY THE OWNER AND THE BUILDER CHANGES, DELETIONS ANf� /OR ADDITIONS ARE AS NOTED. ANY ADDITIONAL MOI�IF ICATIONS TO THIS PLAN COULD RESULT IN ADInTIONAL CONSTRUCTION TIME AND /OR COSTS. OWNER OWNER WCH PARTNERS DATE 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, ETC. IT IS THE BUILDER/ OWNER RESPONSIBILITY TO VERIFY ALL DIMENSIONS & DESIGN OF THESE DOCUMENTS FOR ACCURACY. ®r' 2008 WCH PARTNERS THIS PUN IS PROPERTY OF B&ON DESIGN SERNCES. ANY UNIED USE OR REPRODUCTION OF THIS PUN, N *KI E OR IN PART IS PROH M. BI DESIGN SERNCES VIL USE ALL LEGAL FANS AVAI AU M PURSUE THE MALII US OF MIS PLAN OR ANY DESIGN ETBeM CaNTAI NED THEREIN. PREPARED BY EMKOW DESIGN SERVICES 317- 716 -5394 COPYR GHT © 2008 ALL RIGHTS RESERVED 0 G 0 0 i� I INN L0916-6, v SHAFFER RESIDENCE 1589 S.F. FILE NAME: PLOT DATE: 5/9/08 REVISED DATE: 5/19/08 SHEET N0. aNi 0 3 Y U 0 0 U O 3 CJ Q 0 CV Fe 0 v SHAFFER RESIDENCE 1589 S.F. FILE NAME: PLOT DATE: 5/9/08 REVISED DATE: 5/19/08 SHEET N0. aNi 0 3 Y U 0 0 U O 3 CJ Q 0 CV Fe