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Elevations 09-11-20
12 18 12 8� ASPHALT 8 ASPHALT SHINGLES 12 HALT SHINGLES 8/12 8SHINGLES 8/12 IX6 GUTTER BOARD 8/12 IX6 FRIEZE BOARD 12 12' OVERHANG 18 PAST STUD WALL TYP. ® ASPHALT SHINGLES8/12 ASPHALT j ASPHALT 0 LB D SHINGLES SHINGLES ASPHALT ATE IX6 GUTTER BOARD 8/12 8/12 y SHINGLES- IX 2' OVER HANG BOARD j PAST STUD WALL TYP. DIMENSIONAL FIBERGLASS SHINGLES W/ 154 FELT OVER 1/2" EXT. SHEATHING 4" x IT 12 () 2x4 BUILD-UP SOFFIT VENTS SEE PLANS DETERMINED BY e 81-01, O.C. ROOF PITCH 2x4 2x2 ®° V PREFIN15HED ALUM. GUTTER (SLOPE TO DRAIN) I/2" GYP. BOARD W/ 2 ' O.H TEXTURED FINISH IX6 FASCIA BOARD BLOWN -IN INSULATION HARDI-BOARD (R-38) PERFORATED SOFFIT (2) 2x4 TOP PLATE IX6 FRIEZE BOARD 1/2" GYP. BOARD (2) 2XI2 WINDOW HEADER WINDOW a LAP SIDING 2x4 STUDS AT 16" O.C. BATT. INSUL. (R-23) I/2' EXT. HIGH "R" 4 MIL. VAPOR BARRIER INSUL. SHEATHING 3/4" PLYWOOD FLR 1x10 WOObI5wIM DECKING 2x12 RIM JST. II 1/8" TJI JOIST AT 16" O.C. (2) 2x4 TOP PLATE 2x4 STUDS AT 16" O.C. LAP SIDING 4 MIL. VAPOR BARRIER 1/2" EXT. HIGH 7' INSUL. SHEATHING 2x4 BOTTOM PLATE BATT. INSUL. (R-23) 2x4 TRIM BOARD 1/2" GYP. BOARD BRICK SILL 3/4' PLYWOOD FLR. DECKING 2x12 RIM JST. I" AIR SPACE 11 1/8" TJI JOIST AT 16" O.C. MASONRY BRICK 2x4 TREATED PLATE _ 2x4 TOP PLATE =III=III=III= ANCHOR BOLT 8 4'-0" 9'-0' X 8" CONTINUOUS CONC. WALL WATER PROFFING PEA FILL 6" PEROFRATED DRAIN 4" CONC SLAB OVER 4" COMPACTED FILL 6" DRAIN TILE HOOKED TO SUMP PUMP 2P X 8" CONTINUOUS FOOTING WALL SECTION NOT TO SCALE RIGHT ELEVATION SCALE: 1/8"=1'-0" x12 POPLAR SKIRTBOARDS 2xl2 WOOD STRINGERS I I/8" PARTIAL BOAR TREAD CAPS �10" TREAD I" NOSING (2) 2x4 DOOR >� HEADER 0 6'4' A.F.F. 60 WOOD DOOR 1/2" GYP. BOARD 1/2" DRYWALL—"x Ixl2 POPLAR SKIRTBOARDS 2x12 WOOD STRINGERS 1 1/8" PARTIAL BOARD TREAD CAPS �10" TREAD I" NOSING (2) 2x4 DOOR HEADER ® 6'-8" A.F.F. IX6 RAKE BOARD t IX6 FRIEZE BOARD (TYP.) 12" OVERHANG 81� 12 81-�; 3'-0" O.H. ASPHALT SHINGLES 8/12 8� ASPHALT SHINGLES V12' 8/12 12 R BOARD 8� BOARD RHANG PAST STUD WALL TYP. IX6 GUTTER BOARD IX6 FRIEZE BOARD 12' OVERHANG PAST STUD WALL TYP. 12 IX6 GUTTER BOA 8 IX6 FRIEZE BOARD 12' OVERHANG PAST STUD WALL TYP. OA D IlAl fE B AR t B T N a REAR ELEVATION SCALE: 1/8"=1'-0" 8'-I I/8" 2ND FLOOR PLATE HEIGHT 6'4' WINDOW HEADER HEIGHT SECOND FLOOR HEIGHT II 1/8' TJI JOISTS 10'-1 1/8' IST FLOOR PLATE HEIGHT 8'-0' WINDOW HEADER HEIGHT IX6 TRIM WRAP IX6 CORNER BOARD I" REVEAL SOLDIER COURSE O'-0" FIRST FLOOR HEIGHT II 1/8' TJI JOISTS TOP OF FOUNDATION WALL T-6' WINDOW HEADER HEIGHT - T-10 1/8' BASEMENT SLAB IXL RAKE BOARD t /�\/ IXL FRIEZE BOARD (TYP.) FRONT ELEVATION SCALE: I/ 4ll_II_011 r-- I ASPHALT I ASPHALT SHINGLES SHINGLES IX6 GUTTER BOARD 1 IX6 FRIEZE BOARD 8/I2 8/12 12' OVERHANG PAST STUD WALL TYP. 8'-1 1/8' 2ND FLOOR PLATE HEIGHT 6'-II" WINDOW HEADER HEIGHT SECOND FLOOR HEIGHT II 1/8' TJI JOISTS 10'-1 1/8' IST FLOOR PLATE HEIGHT 8'-0' WINDOW HEADER HEIGHT 0'-0" FIRST FLOOR HEIGHT II 1/8' TJI JOISTS TOP OF FOUNDATION WALL T-0 WINDOW HEADER HEIGHT - T-10 1/8' BASEMENT SLAB 12 8 LEFT ELEVATION SCALE: 8'-1 1/8" 2ND FLOOR PLATE HEIGHT C-11" WINDOW HEADER HEIGHT SECOND FLOOR HEIGHT II 1/8" TJI JOISTS 10'-I 1/8" IST FLOOR PLATE HEIGHT 8'-0" WINDOW HEADER HEIGHT ASONRY STONE 0'-0" FIRST FLOOR HEIGHT II 1/8" TJI JOISTS TOP OF FOUNDATION WALL ASPHALT SHINGLES 8/12 MASONRY GENERAL ELEVATION NOTES: I. VERIFY ALL TYPES AND SIZES OF WINDOW UNITS AND DOORS WITH BUILDER. NOTIFY BUILDER OF ANY DISCREPANCIES. 2. VERIFY LOCATIONS, TYPES AND SIZES OF VENTS AND EXTERIOR TRIM WITH BUILDER. 3. ALL ROOF, CHIMNEY AND WALL INTERSECTIONS SHALL BE FLASHED WITH ALUMINUM OR BETTER MATERIAL. I�8 �ARD IX6 GUT IX6 FRI 12' OVERHANG PAST STUD WALL TYP. :� SQUARE FOOTAGE TABLE FOUNDATION TOTAL SQUARE FOOTAGE 1972 SF FINISHED SQUARE FOOTAGE 1163 SF MECH./STORAGE SQUARE FOOTAGE 809 SF CRAWL SPACE 0 SF FIRST FLOOR FINISHED SQUARE FOOTAGE 2040 SF GARAGE SQUARE FOOTAGE 550 SF REAR PORCH SQUARE FOOTAGE 271 SF FRONT PORCH SQUARE FOOTAGE 96 SF SECOND FLOOR FINISHED SQUARE FOOTAGE 1432 SF UNFINISHED SQUARE FOOTAGE 0 SF TOTAL FINISH SQ. FT. 4635 SF TOTAL SQUARE FOOTAGE 5444 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. © 2020 SLM HOMES, LLC THIS PLAN IS PROPERTY OF SLIM HOMES. LLC. ANY UNAUTHORIZED USE OR REPRODUCTION OF THIS PLAN, IN WHOLE OR IN PART IS PROHIBITED. SLIM HOMES, LLC WILL USE ALL LEGAL MEANS AVAILABLE TO PURSUE THE UNAUTHORIZED USE OF THIS PLAN OR ANY DESIGN ELEMENTS CONTAINED THEREIN. � m w w �L N N } w Q Lt--t CAI Uo '� j � t! / LLI z � LLI O �(''� V / LuLu U t -� z Lu Lu a:= N Lu w O i cJ� J--u N Z t— I O O IY O N C4 Lu Cy 0 I Ln Q-Q �i>r 00 Q O <r 00 c14 Lu MM >m=U� ��m F-0<u-0 cr)CL U0I= Z 0 Z 0 y Lu W t� 'o J �3Q Q W w z0� Q3z � Z.� -nw Ld Z v Q>ZLu T (L WM J W = Z Q Q > w W V / SHEET NO 74-1 OF 4 DATE 9/II/20 DWN NO 12