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HomeMy WebLinkAbout03100097 Building PlansFIBERGLASS SHINGLES 154 ROOFING FELT 1/16" OSB DECKING (EXTEND 3/1" TO COVER FASCIA) _ 2 x q LOOKOUTS VARIES VARIES 5" GUTTERf'�� I x 8 FASCIA HARDBOARD SOFFIT W/2" CONT. VENT s FASCIA EXISTING TRIM (BLOCKING AS REQ'D)---"' 2 x q STUDS 3 16" O.C. R -II INSULATION 1/2" EXT. GYP. BD---_ 2 x q SILL —� 2x10 SOLID BAND CLOSURE DBL. 2 x `1 PLATE VINYL SIDING r cv 12" 2 x 6 RAFTERS 9 16" O.C. INSUL. BAFFLE �2 x 8 CLG. JOISTS s '6" O.C. 1/2" GYP. DB. 1 R-30 INSULATION 5' CROWN MLD. DBL. 2 x q PLATE 1/2" GYP. BD. I x 8 BASE MLD. W/CAP MLD. t SHOE MLD, CARPET 3/q" TtG PLYWOOD SUBFLOOR 2 x 10 FLOOR JOISTS e 16" O.C. SECOND FLOOR b 1 1/2" GYP. BD. --APRON MLD. CROWN MLD. �1/2" GYP. BD. 2 x 4 STUDS s 16" O.C. TtG HARDWOOD FLOOR WHERE APPLICABLE 3/q" TEG PLYWOOD SUBFLOOR I FIFST `�� FLOOR 2 x q SILL 2x10 SOLID BAND CLOSURE 2 x 10 FLOOR 1/2" DIA. GALV. ANCHOR JOISTS s 16" O.C. BOLTS s q'-0" O.C. P.T. 2 x 6 PLATE GRADE e. 2 x 4 PLATE 0 2 x 4 STUDS - e 16" O.C. - 1/2" (MIN.) WATERPROOFING AIR SPACE I" PERF. DRAIN FWA POURED CONC. LLS 1/45 BAR CONT. W/451 STONE 8" O.C. VERT. -INVERT ELEV TO BE q BAR 9 18" 2" BELOW TOP . HORIZ. OF SLAB I=1 i- I -I/2" 2 X 4 SILL 4" TH. CONC. SLAB W/ 6"x6" 10/10 W.W.F. ° o ON 6 MIL POLY. BASEMENT FLOOR o off° 0 _ .0 .° - 1 I Xiti _-- 1 ii Iflil �i - --- 2' O' T CONC. FOOTING W/ (3) ttq BAR CONT. ON UNDISTURBED 501" A WALL. SECTION © Copyright Independent Drafting Services 2003 All Rights Reserved This drawing is the property of Pat and Denise Chrzanowski and cannot be reproduced without their written permission. Independent Drafting Services assumes no :iability for the construction of any building from this drawing. It is the purchaser's responsibility to comply with all applicable codes, verify site conditions, verify all dimensions and insure that the building is of sound, good quality construction - This drawing is intended to provide the necessary information under ideal conditions. Adjustments per site conditions must be made. This drawing is diagrammatic and should not be scaled. Caution must be exercised before making any changes to this plan. Only a qualified designer, architect, structural engineer or contractor should attempt modifications as even minor changes could lead to major problems. ELECTRICAL KEY 0 CEILING MOUNTED LIGHT FIXTURE SINGLE POLE SWITCH $t DOUBLE TOLE SWITCH 3 THREE-WAY SWITCH DUPLEX OUTLET TRIPLEX OUTLET EXHAUST FAN NOTE: PROVIDE ELECTRICAL RECEPTACLES TO MEET LOCAL ELECTRICAL CODE REQUIREMENTS. WALL LEGEND O = EXISITING WALL(S) ® = NEW CONSTRUCTION NOTES: 1) EXISTING POURED CONC. WALLS = 8'-0' HIGH -SEE WALL SECTION - 2) ALL LOAD BEARING WALLS ARE PRE-EXISTING. NO NEW LOAD BEARING WALLS TO BE CONSTRUCTED. 3) WINDOW HDR HT'S s BASEMENT = 6'-8" q) FIELD VERIFY ALL EXISTING DIMENSIONS 49'-S" 12'-9" I6'-4" 20'-4" 4'-2" 8'-7 15'-8" 4'-8" EXISTING WDW. *12^ 92" o 0 1 GFI _LFI I F)G'FII I D.W. DBL. SINK. CAB. I ABV. CAB. 1 ABV. I 12.1 KITCHENETTE I -=' l if TABLE AREA °I co A � 1 10'-0" r l 2'-8" l' -8y2" N W co BUILT-IN ENTERTAINMENT OI ( ! CENTER ;r EXISTING 2-2x19 LVL BEAM 12' BREAKFAST BAR (8" O.HJ li'-9" FAMILY r i 5'-C, / r EXISTING OPNG. u CHASE 0— r SII ai I M "!� FUR -DOWN TO TOP OF WDW. + N UP 19R� X UJ , FINISHED BASEMENT AREA c in to STORAGE -?bG , \ 1 - � --Il -- - - -T- T - - - -- I� �. MECH. WH SUMP FURN. SUMP STATION LIFT iin BUILT-IN BENCH BATH W/HINGES in 2968 2 i2 3'- 3' -Sys„ 0 3'-5" 1-7 I in EXISTING WDW. IS' -4 {-- EXERCISE 2668 2668 I10' -ll%" � 9'-9" EXISTING 8' EXISTING STEEL STEEL POST I -BEAM UNFINISHED STORAGE The C11'rZaDowski flesideDee PTODosed Basement Plan SCALE: 1/q" = 1'-0" FINISHED SO. FT. = 1,099 20'-4" 00 _I C4 00 in o - Independent Drafting Services yes dentia) Drafting Services Project: The Chrzanowski Residence Address:5837 Stone Pine Trail - Carmel, IN, 46033 Designed By: Pat Chrzanowski Drawn By: KLS Sheet Title: BASEMENT PLAN Date: 10-10-2003 Home: (317) 566-1634 Fax: (317) 575-8245 13390 Grosbeak Ct. Carmel, IN. 48033 Of 1