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HomeMy WebLinkAboutS501.0Higharc, Inc. is not an architectural firm nor are the artistic representations contained herein intended to be construed as ready- to-use architectural plans, construction documents, drawings, renderings, or any other similar or related documents. All drawings are artist’s representations only and solely intended to reflect design intent derived exclusively from the home building plans and associated information, data, and specifications provided by Epcon -Indianapolis. Higharc, Inc. is not responsible, nor may it be held liable for any errors or omissions contained herein or resulting from its usage. Any usage of the representations should be reviewed by local professionals to ensure conformance with local and state codes and be field verified prior to the start of any construction. ISSUE DESCRIPTION DATE 01 BUILDER SET DRAWING TITLE DETAILS SHEET NUMBER A-402 NOT FOR CONSTRUCTION © 2021 HIGHARC, INC ALL RIGHTS ARE RESERVED IN THIS INFORMATION AND ALL RELATED ILLUSTRATIONS, PLANS, BLUEPRINTS, SKETCHES, DRAWINGS OR OTHER TANGIBLE, EXPRESSIONS THEREOF, WHICH ARE THE PROPERTY OF EPCON COMMUNITIES FRANCHISING, INC. 500 STONEHENGE PARKWAY, DUBLIN, OH, 43017, TELEPHONE 614.652.3527. NO ONE MAY BUILD, LICENSE, TRANSFER, REPRODUCE OR DUPLICATE THIS WORK IN ANY WAY WITHOUT THE WRITTEN AUTHORIZATION OF EPCON COMMUNITIES FRANCHISING, INC. THESE DRAWINGS SHALL BE USED IN CONFORMANCE WITH ALL LOCAL BUILDING, MECHANICAL, PLUMBING AND ELECTRICAL CODES AND SHALL MEET THE REQUIREMENTS OF THE HEALTH DEPARTMENT, FIRE MARSHALL, AMERICANS WITH DISABILITIES ACT, ACCESSIBILITY GUIDELINES (ADAAG), THE FAIR HOUSING ACT ACCESSIBILITY GUIDELINES (FHAAG), AND SHALL BE CONSTRUCTED IN CONFORMANCE WITH STATE AND LOCAL ENERGY REQUIREMENTS. 500 Stonehenge Pkwy. Dublin, OH 43017 (614)761-1010 (614)761-1155 fax 9'-1 1/8"6"MIN.SEE STRUCTURALLINE OF GRADE FIRST FLOOR CONCRETE FOOTING BEYOND -SEE STRUCTURAL PLANS 12 ANCHOR BOLTS -SEE STRUCTURAL PLANS CONCRETE STEM WALL - SEE STRUCTURAL PLANS CONCRETE FOOTING - SEE STRUCTURAL PLANS 1/2" EXPANSION JOINT FILLER SLOPE 1/4" PER FOOT STYROFOAM PERIMETER INSULATION 1 x 6 BASE WRAP WITH BEVELED TOP EDGE 10" SQUARE BUILT-UP WOOD/COMPOSITION COLUMN BEYOND - SEE DETAIL SHEETS 1 x 4 PAINTED WOOD COLUMN CAP TRIM 5/4 x 8 TRIM 1 x 10 WOOD TRIM W/ 7 1/4" EXPOSURE Z CAP FLASHING HORIZONTAL LAP SIDING - MATERIALS MAY VARY. SEE EXTERIOR ELEVATIONS. 2 X 6 LADDER FRAMING FOR RAKE EXTENSION - RUN OVER TOP OF EXTERIOR WALL BACK TO TOP CHORD OF FIRST ROOF TRUSS. IF GABLE TRUSS IS USED, TRUSS MANUFACTURER TO HOLD DOWN TOP OF TRUSS 5 1/2" FOR LADDER FRAMING. VENTED ALUMINUM SOFFIT PANELS 5/4 x 8 RAKE TRIM ALUMINUN CLAB 2 X 6 SUBFASCIA 1'-0" GIRDER TRUSS 2 X 4 WOOD ROOF TRUSSES AT 24" O.C. FLASHING ARCHITECTURAL SHINGLES ROOF SHEATHING ROOF PITCH VARIES - SEE EXTERIOR ELEVATIONS AND ROOF PLANS ROOF CONFIGURATION MAY VARY -SEE ROOF PLANS AND ELEVATIONS. 2 X 6 INFILL FRAMING INSULATION STOP BLOWN FIBERGLASS INSULATION FIBERGLASS BATT INSULATION WITH VAPOR BARRIER 2 X 4 WOOD STUDS @ 16" O.C. 1/2" DRYWALLEQ.EQ.5/4 X 8 TRIM 1 X 10 WOOD TRIM W/ 7 1/4" EXPOSURE LP CEDAR MILLS PANELS FOR PORCH CEILING 5/4 X 8 TRIM FRIEZE BOARD HORIZONTAL LAP SIDING - MATERIALS MAY VARY. SEE EXTERIOR ELEVATIONS Z CAP FLASHING WINDOW TRIM -SEE EXTERIOR ELEVATIONS FOR MORE INFORMATION HEADER - SEE STRUCTURAL PLANS SINGLE HUNG VINYL WINDOW UNIT ALL WOOD SIDING, WALL SHEATHING, AND WALL FRAMING HAVING A CLEARANCE OF LESS THAN 2" VERTICALLY FROM THE PORCH CONCRETE SLAB SHALL BE PRESERVATIVE PRESSURE TREATED. IF DOUBLE BOTTOM WALL PLATE IS USED, ANCHOR BOLT SHALL GO THROUGH BOTH PLATES. FOUNDATION WEEP SCREED - MIN. 2" ABOVE PAVED AREAS - BOTTOM EDGE OF STONE TO TERMINATE ABOVE WEEP SCREED. FLASH BELOW WEEP SCREED AS NEEDED WALL SHEATHING SEE STRUCTURAL STYLE OF COLUMN MAY VARY -SEE ELEVATIONS 3/4" = 1'-0" 1 TYPICAL WALL SECTION ELEVATION(S) BONUS ROOM SIMILAR TO ELEVATION B & C BASE. 1'-0" TYP.SEE STRUCTURALSEE STRUCTURALSEE STRUCTURAL6"MIN.TREATED SILL PLATE WOOD BASE - TYPICAL 2 x 4 PRESSURE 5/8" DRYWALL CEILING 1/2" DRYWALL BLOWN FIBERGLASS INSULATION CONCRETE SLAB - SEE STRUCTURAL PLANS HORIZONTAL LAP SIDING HEADER - SEE STRUCTURAL PLANS VINYL WINDOW UNIT ROOF PITCH VARIES - SEE EXTERIOR ELEVATIONS AND ROOF PLANS SEE STRUCTURAL WINDOW TRIM -SEE EXTERIOR ELEVATIONS FOR MORE INFORMATION CONCRETE FOOTING - SEE STRUCTURAL PLANS STYROFOAM PERIMETER INSULATION LINE OF GRADE FLASHING 1/4" GAP BETWEEN SHEATHING AND FOUNDATION CONCRETE STEMWALL - SEE STRUCTURAL PLANS ANCHOR BOLTS - SEE STRUCTURAL PLANS FIBERGLASS BATT INSULATION WITH VAPOR BARRIER 9'-1 1/8"12 Z CAP FLASHING 5/4 X 8 FRIEZE TRIM VENTED ALUMINUM SOFFIT PANEL 5" ALUMINUM OGEE GUTTER ON ALUMINUM CLAD 2 X 6 SUB FASCIA ARCHITECTURAL SHINGLES ROOF SHEATHING METAL DRIP EDGE INSULATION STOP WALL SHEATHING 3/4" = 1'-0"2 SITTING ROOM WALL SECTION PROJECT MODEL HOME ELEV: Elevation A 12/7/2021 01/06/22