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HomeMy WebLinkAboutElevationsDIMENSIONAL FIBERGLASS SHINGLES W/ 154 FELT OVER 1/2" EXT. SHEATHING 4" x 12" ALUM. SOFFIT VENTS 8'-0" O.C. 12 2x4 SEE PLANS C PREFINISHED 2x2 s ALUM. GUTTER (SLOPE TO DRAIN) IX6 FASCIA BOARD 1" HARDI-BOARD PERFORATED SOFFIT IX6 FRIEZE BOARD MASONRY BRICK WEEP HOLES IN BRICK (AS CODE REQ'S) 1/2" EXT. HIGH "R" INSUL. SHEATHING 2x12 RIM JST. 2x4 TREATED PLATE 9' X 8" CONTINUOUS CONC WALL WATER PROOFING PEA FILL L" PERFORATED DRAIN 4) 2x4 BUILD-UP DETERMINED BY ROOF PITCH GYP. BOARD W/ TEXTURED FINISH BLOWN -IN INSULATION (R-38) (2) 2x4 TOP PLATE 1/2" GYP. BOARD �— 2x4 STUDS AT IC O.C. 4 MIL. VAPOR BARRIER BATT. INSUL. (R-13) TOTAL R VALUE (R-19) 1/2" GYP. BOARD 3/4" PLYWOOD FLR. DECKING 11-1/8" TJI FLOOR JOIST AT IC 0 !x4 TOP PLATE ANCHOR BOLT 11 4'-0" BATT. INSUL. (R-13) 1/2" GYP. BOARD 2x4 STUDS ® 14" O.C. 2x4 TREATED PLATE 4" CONIC SLAB 6 DRAIN TILE HOOKED TO SUMP PUMP 1c X 8" CONTINUOUS FOOTING WALL SECTION SCALE: 1/4"=1'-O" 1 1/2" DIAMETER RAILING Ixl2 POPLAR SKIRTBO 2x12 WOOD S 1 1/8" PARTIAL RD — TR CAPS NOSING zz J � _V'-� (2) 2x4 DOOR HEADER ® C-8" A.F.F. WOOD DOOR M I/2" GYP. BOARD 4" CONIC SLAB 1/2" DRYWALL IIII III LEFT ELEVATION I II IIII II I I II IIII II I I II IIII II I I II IIII II I J SCALE: 1/8"=1'-0n L 12 51 ASPHALT SHINGLES 5/12 IX4 GUTTER :•'-D 12 IX4 FRIEZE :•'-D OVERHANG ASPHALT PAST STUD WALL TYP. Loll MEN �l n 0 REAR ELEVATION SCALE: 1/8"=1'-0" 12 51 ASPHALT SHINGLES 5/12 FRONT ELEVATION SCALE: 1/4"=l'-0" 12 %%%-15 9'-1 1/8' 2ND FLOOR PLATE HEIGHT C-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-V WINDOW HEADER HEIGHT - 10'-10 1/8' BASEMENT SLAB 9'-1 1/8' 2ND FLOOR PLATE HEIGHT C-II" WINDOW HEADER HEIGHT SECOND FLOOR HEIGHT II 1/8' TJI JOISTS 10'-I 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 ASPHALT SHINGLES 12 0 5/12 _5 INN ���WINNE IN ME �� ■ �' m ELMO, INN 1. / _� � ��IN ._I ■■ �� .Im WIN m erm, T-L' WINDOW HEADER HEIGHT - 10'-10 1/8" BASEMENT SLAB SECOND FLOOR HEIGHT II 1/8" TJI JOISTS 10'-1 1/8" IST FLOOR PLATE HEIGHT 8'-0" WINDOW HEADER HEIGHT I" REVEAL SOLDIER COURSE 0'-0" FIRST FLOOR HEIGHT II 1/8 TJI JOISTS TOP OF FOUNDATION WALL 12 RIGHT ELEVATION SCALE: 1/8"__11-0" SCALE: 3/32"=1'-0" 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. FINAL PLANS SOUARE FOOTAGE TABLE FOUNDATION TOTAL SQUARE FOOTAGE 2740 SF FINISHED SQUARE FOOTAGE 1877 SF MECH./STORAGE SQUARE FOOTAGE 863 SF CRAWL SPACE 0 SF FIRST FLOOR FINISHED SQUARE FOOTAGE 2840 SF GARAGE SQUARE FOOTAGE 830 SF COVERED PORCH SQUARE FOOTAGE 813 SF FRONT PORCH SQUARE FOOTAGE 89 SF TOTAL FINISH SQ. FT. 4717 SF TOTAL SQUARE FOOTAGE 5580 SF **NOTE** 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 t DESIGN OF THESE DOCUMENTS FOR ACCURACY. © 2019 SLM HOMES, LLC THIS PLAN IS PROPERTY OF SLM HOMES, LLC. ANY UNAUTHORIZED USE OR REPRODUCTION OF THIS PLAN, IN WHOLE OR IN PART IS PROHIBITED. SLM HOMES, LLC WILL USE ALL LEGAL MEANS AVAILABLE TO PURSUE THE UNAUTHORIZED USE OF THIS PLAN OR ANY DESIGN ELEMENTS CONTAINED THEREIN. 6@ m Cl Lu � LLI Q � � cV U !o VJ } W I 1_u J__I__l U Z LU C) —1-LH K 11 J v ICI J--1--1 0 W u C O Lu W C O O c>7 LL1 J--1--1 Lu CV o J--I--!I I I 3 O' O z z W U rZ V Z 0 y V / LLJ w o o 0 J �3Q W Q W ZNz Q3Z E 0 Z.(1) Wv°a Q >ZQ LI W mIL J W Z '4Q � > > W I V/ SHEET NO �-1 OF 5 DATE 12/5/19 DWN NO 16