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WEST ELEVATION <br />A7 1/4" =1'-O" <br />L <br />—FTG. STEP LOCATIONS, FTG. STEP REQUIREMENTS, AND ; <br />REINFORCING TO BE VERIFIED WITH STRUCTURAL ENGINEER - <br />- — - - -- BOTTOM OF ALL FTGS. TO BE BELOW REQ'D MIN. FROST DEPTH �-- ---- ---- .�.- <br />2 I ! <br />_.w_ _. _ . _..... 1 _ __ — __j <br />"� 11 <br />12 <br />3.5 [:::� <br />BELOW WATER TABLE, INSTALL 2" 'GERTISTUD I <br />'" -- SYSTEM OVER FULL-HGT. GONG. FDN. WALL <br />FOR SIDING ALIGNMENT I <br />HORIZON' FOUNDATION PROTECTION ---_ <br />OVER'GERTISTUD' SYSTEM -� w__ <br />FTG. STEP LOCATIONS, FTG. STEP REQUIREMENTS, <br />AND REINFORCING TO BE VERIFIED WITH <br />i STRUCTURAL ENGINEER - BOTTOM OF ALL FTGS. <br />I TO BE BELOW REQ'D MIN. FROST DEPTH <br />2 NORTH ELEVATION <br />I <br />_.. _ <br />.'� L�" _ <br />UPPER LEVEL S.F. <br />10' - 9 7/8" m <br />MAIN PLATE I1 <br />.91-1118" <br />MAIN LEVEL S.F. OdL <br />0., <br />m <br />BEARING I1 <br />4- 8 3/4' <br />ff <br />L. L. T.O. SLAB <br />-10'- 41/4" <br />— — — UPPER PLATE <br />MAIN LEVEL S.F. <br />18' -11" <br />0„ <br />— — <br />C <br />MEMBRANE PER MINNESOTA RESIDENTIAL CODE. BID CLOSED VALLEY "W' <br />SITE PLAN <br />UPPER LEVEL S.F. <br />BEARING <br />— — — <br />10'- 9 7/8" <br />4- 8 3/4" <br />— — — MAIN PLATE�� <br />UPPER LEVEL PLAN <br />FLASHING -VENTS COVERED WITH SHINGLES TO MATCH TYP. WHERE ROOFS <br />ROOF PLAN <br />L. L. T.O=SLAB <br />-10'- 41/4 <br />ELEVATION KEY NOTES <br />MAIN LEVEL S.F. <br />ROOF SHINGLES LIFTIME ASPHALT (SELECTION BY OWNER) OVER 15 LB. <br />0„ <br />— — <br />GARAGE 5LAB <br />MEMBRANE PER MINNESOTA RESIDENTIAL CODE. BID CLOSED VALLEY "W' <br />SITE PLAN <br />FLASHINGS AND HOT -DIPPED GALVANIZED FASTENERS. <br />BEARING <br />CONTINUOUS RIDGE VENT WITH BAFFLE) TO.EXTEND FULL LENGTH OF <br />4- 8 3/4" <br />L. L. T.O=SLAB <br />-10'- 41/4 <br />ELEVATION KEY NOTES <br />1 <br />ROOF SHINGLES LIFTIME ASPHALT (SELECTION BY OWNER) OVER 15 LB. <br />PROPOSED SURVEY <br />ROOF FELT OVER FULLY VENTED ROOF. IGE � WATER SHIELD PROTECTION <br />GENERAL NOTES � RENDERINGS <br />MEMBRANE PER MINNESOTA RESIDENTIAL CODE. BID CLOSED VALLEY "W' <br />SITE PLAN <br />FLASHINGS AND HOT -DIPPED GALVANIZED FASTENERS. <br />2 <br />CONTINUOUS RIDGE VENT WITH BAFFLE) TO.EXTEND FULL LENGTH OF <br />MAIN LEVEL PLAN <br />RIDGE W/RIDGE SHINGLES TO MATCH ROOF SHINGLES. USE ROOF/WALL <br />UPPER LEVEL PLAN <br />FLASHING -VENTS COVERED WITH SHINGLES TO MATCH TYP. WHERE ROOFS <br />ROOF PLAN <br />ABUT WALLS. <br />3 <br />FLOWER BOXES - NOT IN BASE BID SEE SPECIFICATION ALTERNATES. <br />4 <br />BOARD AND BATTEN SIDING: "HARDIE-TRIM" VERTICAL SMOOTH BATTEN <br />BUILDING SECTIONS DETAILS <br />BOARDS 3/4:'x 2.5" (ACTUAL) AT 16" O.G. (CENTER ON WALL SPAGE) OVER <br />BUILDING SECTIONS DETAILS <br />4'x10', SMOOTH, "HARDIE-PANEL' VERTICAL SIDING. ATTACHED PER <br />TYP. WALL SECTIONS <br />MANUFACTURERS RECOMMENDATIONS. COLOR SELECTIONS TBD. <br />DETAILS <br />FLASHINGS AT HORIZONTAL PANEL CONNECTIONS IN COLOR TO MATCH <br />STRUCTURAL PLANS <br />PANELS. <br />5 <br />SHINGLE SIDING: HARDIE SQUARE -GUT, PRE -FINISHED SHINGLE SIDING <br />INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. HARDIE <br />METAL CORNERS. BID (2) COATS PAINT. <br />6 <br />TRIM: HARDIE-TRIM SMOOTH 5/4 BOARDS VERTICAL (HORIZONTAL <br />APPLICATIONS REQUIRE EXTERIOR -GRADE BACKER BOARD TO EXTEND <br />ADDITIONAL 1/2") SEE DRAWINGS FOR WIDTHS AND DETAIL INFORMATION. <br />COLOR TBD <br />7 <br />TYPICAL WINDOW $ PATIO DOOR TRIM: PREFINISHED METAL CAP FLASHING <br />OVER/ 5/4x6 HEAD TRIM (FURRED WITH EXTERIOR -GRADE BACKER BOARD) <br />TO EXTEND 1/2" BEYOUND JAMB TRIM EACH SIDE, W/ 5/4x6 JAMB CASINGS <br />$ 3x4 SILL (SLOPE TOP TO DRAIN $ DRIP KERF BOTTOM). SEE DETAILS AND <br />ELEVATIONS FOR ATYPICAL SIZES AND WHERE FRIEZE BOARD BECOMES <br />WINDOW HEAD CASING. <br />8 <br />ROOF EDGE TRIM $ SOFFITS: PREFINISHED METAL DRIP EDGE OVER 1x4 DRIP <br />BOARD OVER 5/4x10 FASCIA BOARD OVER 2x SUB FASCIA. SOFFITS TO BE <br />3/8" FIR PLYWOOD w/ CONTINUOUS PREFINISHED METAL SOFFIT VENT <br />INSTALLED PARALLEL TO FASCIA AND MITER -GUT VENT CORNERS AND TRIM <br />AS REQUIRED. 5/4 x 10 FRIEZE BOARD OVER EXTERIOR GRADE BACKER <br />BOARD (OR AS SIZED ON ELEVATIONS). ASSUME (2) COATS OF PAINT. <br />VERIFY FINAL PRODUCT AND COLOR WITH OWNERS. <br />9 <br />GARAGE DOOR: 18'-0" X 8'-0" INSULATED GARAGE DOOR: NORTH CENTRAL <br />(STOCKBRIDGE MODEL) - VERIFY STANDARD TRACK OR TORSION SPRING <br />ELECTRIC OPENER W/OWNER. ASSUME KEYPAD ENRY $ 2 REMOTES PER <br />DOOR. OPTION I.D.G. DOOR WITH GARBAGE DOOR DESIGN AND INSULATED <br />GLASS WINDOWS WITH S.D.L. MUNTIN DESIGN SIMILAR TO DRAWINGS. <br />10 <br />EXTERIOR BEAMS AND COLUMNS TO BE SOLID TIMBERS OR BUILT-UP FROM <br />545 A $ BETTER WESTERN RED CEDAR TO RESEMBLE SOLID TIMBERS. <br />GHAMFER OR RADIUS EDGES AS REQUIRED TO HIDE JOINTS. WIRE BRUSH <br />ISSUE DATF_ <br />BEAMS AND BRACKETS TO BRING OUT GRAIN PRIOR TO STAINING. <br />ASSEMBLE USING LOGK-MITERED CORNERS, SCARF JOINTS, <br />EXTERIOR -GRADE WOOD GLUE AND CORROSION -RESISTANT FASTENERS. <br />20 OZ. PREFINISHED METAL FLASHING ON ALL EXPOSED HORIZONTAL BEAM <br />$ BRACKET SURFACES. BID TWO(2) FINISH COATS. VERIFY FINAL GOLOR $ <br />PRODUCT WITH OWNERS. FOR BID, ASSUME 1 GOAT CABOT'S BLEACHING <br />10 20 /17 <br />OIL AND 1 GOAT SEMI -TRANSPARENT CABOT'S STAIN. <br />11 <br />WINDOWS: MARVIN WINDOWS (ALL INTEGRITY EXCEPT FOR 2 ULTIMATES - <br />SEE FLOOR PLANS) WITH WOOD INTERIORS IN SIZES SHOWN ON FLOOR <br />PLANS AND EXTERIOR ELEVATIONS. SEE PLAN/ELEVATIONS FOR <br />OPERATION. SEE SHEET Al GENERAL CONSTRUCTION NOTES. FLASH ALL <br />WINDOW CAVITIES PRIOR TO WINDOW INSTALLATION. <br />12 <br />METAL AND CABLE RAILING SYSTEM WITH METAL UPRIGHTS $11/2" <br />DIAMETER METAL HANDRAIL - VERIFY FINAL COLOR/FINISH OF CABLE AND <br />RAILING COMPONENTS WITH OWNER (BLACK FINISH DESIRED). ALL RAILING <br />COMPONENTS TO BE CORROSION -RESISTANT AND COMPATIBLE TO <br />PREVENT GALVANIC CORROSION REACTION. FINAL RAILING TO BE STURDY, <br />MINIMAL, CODE -COMPLIANT GUARDRAIL AND HANDRAIL IN DURABLE FINISH <br />(ANODYZYED ALUMINUM AND STAINLESS STEEL TO BE CONSIDERED). <br />13 <br />FLASHINGS TO MATCH ROOF COLOR - EXTEND FLASHING 12" UP ADJACENT <br />VERTICAL SURFACE U.N.O. AND LAP BUILDING PAPER AND SIDING OVER <br />FLASHING5. <br />14 <br />EXTERIOR PERGOLA AND DRY -LAID STONE PATIOS, FRONT WALK, AND <br />LAKESIDE STONE SLAB STEPS: SEE SPECIFICATIONS ALTERNATES. <br />15 <br />EXTERIOR CEILINGS - FRONT PORCH AND SCREEN PORCH - AND SEE SPEC, <br />1x6 D�BETTER T$G V -GROOVE CEDAR WITH 1 COAT SIKKEN STD. OPTION: <br />VER5ATEX 1xG TSG CANVAS SERIES <br />16 <br />WATER TABLE DETAIL: 4X4 W.R.C. CAP, OR 6X6 W.R.C. CAP AT FOUNDATION <br />FURRING DETAIL, WITH WITH PRE -FINISHED METAL CAP FLASHING, SLOPED <br />TOP, AND DRIP KERFED BOTTOM EDGE OVER 5/4x12 TRIM BOARD. <br />17 <br />FOUNDATION INSULATION PROTECTION DETAIL: HORIZON GOAT SYSTEM <br />OVER HORIZON THERMOPANEL (OR GERTI-FOAM/GERTI-STUD FOUNDATION <br />FURRING SYSTEM) ABOVE GRADE, <br />18 <br />FRONT PORCH FLOOR BID POURED CONCRETE STOOP AND STEPS WITH <br />FOOTINGS BELOW FROST DEPTH AND EXPOSED AGGREGATE FINISH <br />(VERIFY FINAL STOOP FINISH AND COLOR WITH OWNER), <br />19 <br />GUTTERS AND DOWNSPOUTS: BID PRE -FINISHED K -STYLE GUTTERS WITH <br />PLACEMENT AS SHOWN ON EXTERIOR ELEVATIONS AND ROOF PLAN. <br />OWNER TO APPROVE DOWNSPOUT LOCATIONS PIOR TO INSTALLATION. <br />No��� <br />OPTIONAL GUTTER HELMENT ON ALL GUTTERS. (VERIFY GUTTERS WITH <br />GUTTER HELMENT SUPPLIER) <br />20 <br />PREFINISHED METAL KICK OUT FLASHING REQUIRED AT JUNCTION OF THE <br />GUTTER AT LOCATIONS WHERE VERTICAL WALL AND ROOFS MEET. COLOR <br />TO MATCH GUTTERS. <br />21 <br />RAFTER TAIL OPTION: SEE SPECIFICATION ALTERNATES. NO RAFTER TAILS <br />IN BASE BID. <br />22 <br />MANUFACTURED STAINLESS STEEL FIREPLACE VENT INSTALLED PER <br />FIREPLACE MANUFACTURER RECOMMENDATIONS. <br />24 <br />AUTOMATED PHANTOM RETRACTABLE SGREENS OR PHANTOM "X" SIDE PULL <br />SCREENS A5 NOTED ON DRAWINGS.. <br />25 <br />GUSTOM, T -DIPPED GALVANIZED METAL COLLARS, SADDLES, AND <br />STAND -0 BASES WITH EXPOSED LAG BOLT HEADS. INTENT IS FOR <br />■� <br />COLUMN ALS AND CONNECTIONS BE "INDUSTRIAL", SOLID-LOOKING, <br />FUNCTION BUT DECORATIVE. <br />herr <br />c 0 In p a n <br />464 SECOND STREET PHONE: 952-470-9750 <br />SUITE 100 FAX: 952-767-5859 <br />EXGELSIOR, MN 55331 info@sharrattdesign.com <br />SHEET IN1DEX <br />Sur -1 <br />EXISTING SURVEY <br />Sur -2 <br />PROPOSED SURVEY <br />AO <br />GENERAL NOTES � RENDERINGS <br />Al <br />SITE PLAN <br />A2 <br />LOWER LEVEL PLAN <br />A3 <br />MAIN LEVEL PLAN <br />1414 <br />UPPER LEVEL PLAN <br />A5 <br />ROOF PLAN <br />AG <br />ELEVATIONS <br />A7 <br />ELEVATIONS <br />A8 <br />BUILDING SECTIONS DETAILS <br />1419 <br />BUILDING SECTIONS DETAILS <br />AlO <br />TYP. WALL SECTIONS <br />All <br />DETAILS <br />51 <br />STRUCTURAL PLANS <br />52 <br />STRUCTURAL PLANS <br />PROJECT TEAM <br />ARGHITEGT <br />SHARRATT DESIGN � COMPANY <br />CONTACT: MIKE SHARRATT <br />PHONE: (952) 470-9750 <br />EMAIL: msharratt@sharrattdesign.com <br />STRUGTURAL ENGINEER <br />LARSON ASSOCIATES, INC. <br />CONTACT: JED LARSON <br />CELL: (763) 082-9530 <br />EMAIL: larson jed@gmail.com <br />GENERAL GONTRAGTOR <br />EVERLAST ENTERPRISES <br />CONTACT: JIM CLEARY <br />PHONE: (02) 8x08-0748 <br />EMIAL: jim@everlastenterprises.com <br />omm4mvivul <br />i <br />• <br />• <br />• <br />ISSUE DATF_ <br />sk <br />u <br />10 20 /17 <br />MEMNON <br />• <br />E®EM■■■M■■ <br />E®ENEEME <br />12/13/17 <br />a1:2■ <br />no <br />No <br />•No <br />= <br />■© <br />No��� <br />:MEMO <br />■� <br />• - = <br />ME■■e®�■�� <br />04/23/ _ <br />MOMMOM■NMEMMEMEM <br />�� <br />ONEEMENE <br />PROPOSED DESIGN FOR: <br />WEBBER <br />HOME <br />2035 Casco Point Rd <br />Wayzata, MN 55.301 <br />SHEET <br />A 7 <br />I_ _C'AI NOTI <br />THESE DOCUMENTS SHALL NOT BE REPRODUCED OR <br />REDISTRIBUTED WITH OUT EXPRESSED WRITTEN <br />CONSENT OF SHARRATT DESIGN 1� COMPANY, LLC. <br />OC COPYRIGHT 2018 SHARRATT DESIGN <br />COMPANY LLC. <br />