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HomeMy WebLinkAboutGN 4 HOUSE SPECIFIC 2GRADE TYPICAL SECTION THROUGH PORCH SLAB SCALE: 1/2" = 1'-0" PER PLAN BRICK OR FAUX STONE, WHEN PRESENT AT PORCH, SITS ON SLAB. STUD WALL IS 4" OFF OF FRONT FACE OF FOUNDATION WALL, UNLESS OTHERWISE NOTED ON FOUNDATION PLAN. 6 MIL. POLY 11_2"6"REBAR PER SPECIFICATION MANUAL BASEMENT FOUNDATION WALL TOP OF BASEMENT FOUNDATION WALL HOUSE WRAP TO LAP OVER 6 MIL. POLY F 7.02 BOX COLUMN - PLAN VIEW 10" 10" 1x4 WRAP AT BOTTOM & TOP, W/ EDGE CUT AT 45°. 4x4 P.T. WOOD POST 1x10 1x4 BEVELED TRIM 1x4 BEVELED TRIM SHEATHING/ VINYL SOFFIT 1'-05_8"71_4"BLOCKING HEADER 1x8 VENTED SOFFIT 2x2 1x4 1x10 1x6 SHEATHING SHINGLES W/ FELT OVERHANG PER PLAN 10 3_ 4" SECURE 4x4 POST TO BEAM WITH A SIMPSON LSTA18 STRAP (OR EQUIVALENT)FIELD VERIFY- HEIGHT OF COLUMNMAY VARY PER ELEVATION & PORCH SLAB10" COLUMN SCALE: 1/2" = 1'-0" REAR PORCH COLUMNG 7.02 SECURE 4x4 POST TO CONCRETE W/SIMPSON ZMAX ABA44 POST BASE (OR EQUIVALENT)3_4"4x4 PRESSURE TREATED POST10" ALUMINUM PLINTH BLOCK 1x10 SECTION OPT. EXTENDED OUTDOOR LIVING SIMPSON JOIST HANGER - LU244"2'-03_4"SHEATHING SIMPSON PLATE - A35, BOTH SIDES OF TRUSS TOP OF GARAGE DOOR/WINDOW R.O. HEADER PER PLANS 2x4 BLOCKING 2x4 BLOCKING SEE SHEET 6.01 FOR ROOFING MATERIAL SCALE: 1/2" = 1'-0" GARAGE SHED ROOF DETAIL GARAGE 1x8 1'-03_4"HEEL1'-11" TRUSS 5" O.H. 6 12 EXTERIOR BRACKET D3 EXTERIORSHEATHINGCEILING SIMPSON PLATE A34, BOTH SIDES OF STUDS USING DOUBLE STUDS AT 16" O.C. GRADE POURED CONCRETE FOUNDATION THICKNESS TO MATCH MASONRY COLUMN ABOVE AT COLUMN LOCATION ONLY SCALE: 1/2" = 1'-0" FRONT PORCH COLUMN 1x6 1x6 11_ 2" OUTLINE OF 1X6 RAKE FASCIA BOARD 1x6 GUTTER BOARD (BEYOND) 1x8 RAKE FRIEZE BOARD EXTENDS TO OVERHANG TO COVER SOFFIT (BEYOND) BOTTOM OF VENTED SOFFIT RAFTER TAIL DETAIL SCALE: 1/4 = 1'-0" ELEVATION 3D VIEW 7" 1x6 1x12 1x6 2x2 NAILER1'-01_4"71_4"SHINGLES W/ FELT SHEATHING WOOD TRUSS 12" OVERHANG SHEATHING/ VINYL SOFFIT 10"5'-13_4"(FIELD VERIFY)1x4 CAP 1x10 BEVELED TRIM 1x4 BEVELED TRIM 4x4 PRESSURE TREATED 1x SPACER AT POST 1x8 SECURE 4x4 POST TO BEAM WITH A SIMPSON LSTA18 STRAP (OR EQUIVALENT) HEADER VENTED SOFFIT 1x6 EXTERIOR BRACKET D2 1x8 SHEATHING SHAKES 1x6 EXTERIOR PANEL SHEATHING 1'-0" 51 _2 "1_2" 2x4 BLOCKING 2x6 BLOCKING AT UPPER EDGES OF GABLE TRIM 4"W x 8"H ROUND TOP CUT-OUTS W SCREEN BEHIND GABLE TRIM SECTION SCALE: 1/2" = 1'-0" 9'-0" 4'-6" 4'-6"6'-41_2"1'-2"8" 3" 8" 3" 8" 10" 4" 7" 4" 7" 4" 7" 4" 7" 4" CENTERED 4'-6"LARGE GABLE TRIM DETAIL SCALE: 1/4" = 1'-0" C 7.02 B 7.02 RADIUS=2" (TYP.) CUT-OUT W/ SCREEN BEHIND EMBED ANCHOR BOLT INTO MORTAR 7" (MIN.). SECURE 4x4 POST TO STONE CAP W/SIMPSON ZMAX ABA44 POST BASE (OR EQUIVALENT) 2'-6" 2'-6" EXTERIOR PANEL SHEATHING 1x6 1_2" PRE-MANUFACTURED WOOD TRUSSES A 7.02 D 7.02 E 7.02 C 7.02 B 7.02 1x10 BOX COLUMN 10" 10" 1x4 WRAP AT BOTTOM & TOP, W/ EDGE CUT AT 45°. 4x4 P.T. WOOD POST BOX COLUMN - PLAN VIEW 1x10 1x6 11_ 2 " 10" TO C.L. OF POST STONE CAP 1'-8"3'-4" 3"12x12x8" CMU GROUTED SOLID CONCRETE PORCH SLAB 12x12x8 CMU GROUTED SOLID BASE - PLAN VIEW1'-0" 4"4" 1'-8" BRICK OR STONE VENEER (SEE SHEET 6.01) BRICK OR STONE VENEER (SEE SHEET 6.01)Sheet InformationCopyright © 2017, (2017) The Drees Company. All Rights Reserved. 211 GRANDVIEW DRIVE, FORT MITCHELL, KY 41017 PHONE: [859] 578-4200 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 7.02 MARKET HOME 14297 DUFTON COURT ALBANY PLACE ALB-0040-00 07/23/2018 MELISSA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "A" House Specific Details 08/13/18 Mike Sheeks