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�o 7 ,r:" 963'-21/8" A.S.L. <br />— — — — — <br />1 21 <br />o , <br />952-41/4" A.S.L. <br />951'-10" A.S.L. <br />5TCNF- SLAB STEPS i I <br />HIGHEST EXISTING GRADE AGAINST THE�� <br />HOUSE (949.70') _ _..— __ __- ..-.._.. y....__ _._ ___ __ __ _..._. _J.. — ._.. _... — ._... <br />—10' ABOVE LOWEST PROPOSED GRADE AGAINST THE FTG. STEP LOCATIONS, FTG. STEP REQUIREMENTS, AND <br />HOUSE (941'-10" AT WALKOUT PATIO) REINFORCING TO BE VERIFIED WITH STRUCTURAL <br />LOWEST EXISTING GRADE AGAINST THE HOUSE 15 I ENGINEER - BOTTOM OF ALL FTGS. TO BE BELOW <br />942.42 AS.L. REQ'D MIN. FROST DEPTH <br />i i [ <br />L— __ __ -- ----- -..._ _ _ _ 2 <br />EST E L.EVATI O N <br />1/4 = T -O" <br />BELOW WATER TABLE, INSTALL 2' 'GERTIST- . <br />SYSTEM OVER FULL --IGT. GONG. FDN_ WA_.µ - <br />FOR SIDING ALIGNMENT <br />HORIZON' FOUNDATION PROTECTION ` ' ' <br />_ _ _- ---- OVER'GERTISTUD' SYSTEM <br />FTG. STEP LOCATIONS, FTG. STEP REQUIREMENTS, <br />I <br />AND REINFORCING TO BE VERIFIED WITH <br />STRUCTURAL ENGINEER - BOTTOM OF ALL FTGS. <br />I TO BE BELOW REQD MIN. FROST DEPTH <br />E <br />�nl STH ELEVATION <br />1/4" = T -O° <br />UPPER PLATE <br />16-11.. <br />UPPER LEVEL S.F. <br />10- 9 7/8" <br />m <br />MAIN PLATE <br />6) <br />GARAGE SLAB m <br />-61/4" <br />N <br />r <br />co <br />L. L_T.O. SLAB <br />-10'- 41/4" <br />UPPER LEVEL S.F. <br />10'- 9 7/8" \/ m <br />_ MAIN PLATE /1 _ <br />9'-11/x`1 <br />GARAGE SLAP <br />-61/4' co <br />N <br />r <br />MI <br />ELEVATION KEY NOTES <br />1 ROOF <br />SHINGLES: LIFTIME ASPHALT (SELECTION BY OWNER) OVER 15 LB. <br />ROOF <br />FELT OVER FULLY VENTED ROOF. ICE $ WATER SHIELD PROTECTION <br />MEMBRANE <br />PER MINNESOTA RESIDENTIAL CODE. BID CLOSED VALLEY'W" <br />FLASHINGS <br />AND HOT -DIPPED GALVANIZED FASTENERS. <br />2 CONTINUOUS <br />RIDGE VENT WITH BAFFLE) TO EXTEND FULL LENGTH OF <br />RIDGE <br />W/RIDGE SHINGLES TO MATCH ROOF SHINGLES. USE ROOF/WALL <br />FLASHING <br />-VENTS COVERED WITH SHINGLES TO MATCH TYP. WHERE ROOFS <br />ABUT <br />WALLS. <br />3 FLOWER <br />BOXES - NOT IN BASE BID SEE SPECIFICATION ALTERNATES. <br />4 BOARD <br />AND BATTEN SIDING: "HARDIE-TRIM" VERTICAL SMOOTH BATTEN <br />BUILDING SECTIONS DETAILS <br />BOARDS 3/4:'x 25" (ACTUAL) AT 16" O.G. (GENTER ON WALL SPACE) 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 <br />IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. HARDIE <br />METAL CORNERS. BID (2) GOATS 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: PRF-FIN15HED METAL GAP 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 lx4 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) GOATS 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 LD.G. DOOR WITH CARRIAGE 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 />BEAMS AND BRACKETS TO BRING OUT GRAIN PRIOR TO STAINING. <br />ASSEMBLE USING LOCK -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 GOATS. VERIFY FINAL COLOR $ <br />PRODUCT WITH OWNERS. FOR BID, A55UME 1 GOAT GABOT5 BLEACHING <br />OIL AND 1 GOAT SEMI -TRANSPARENT GABOT'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 />NEON <br />12 <br />METAL AND GABLE RAILING SYSTEM WITH METAL UPRIGHTS $11/2" <br />DIAMETER METAL HANDRAIL - VERIFY FINAL GOLOR/FINISH OF GABLE AND <br />RAILING COMPONENTS WITH OWNER (BLACK FINISH DESIRED). ALL RAILING <br />COMPONENTS TO BE CORROSION -RESISTANT AND COMPATIBLE TO <br />PREVENT GALVANIC CORROSION REACTION. FINAL RAILING TO BE STURDY, <br />MINIMAL, CODE -COMPLIANT GUARDRAIL AND HANDRAIL IN DURABLE FINISH <br />(ANODYZYED ALUMINUM AND STAINLESS STEEL TO BE CONSIDERED). <br />®�EMOMMMEN <br />13 <br />FLASHING5 TO MATCH ROOF COLOR - EXTEND FLASHING 12" UP ADJACENT <br />VERTICAL SURFACE U.N.O. AND LAP BUILDING PAPER AND SIDING OVER <br />FLASHING5. <br />14 <br />EXTERIOR PERGOLA AND DRY -LAID STONE PATIOS, FRONT WALK, AND <br />LAKF-51DE STONE SLAB STEPS: SEE SPECIFICATIONS ALTERNATES. <br />15 <br />EXTERIOR CEILINGS - FRONT PORCH AND SCREEN PORCH - AND SEE SPEC. <br />1x6 D$BETTER T$G V -GROOVE CEDAR WITH 1 GOAT SIKKEN 5TD. OPTION: <br />VER5ATEX 1x6 T$G CANVAS SERIES <br />16 <br />WATER TABLE DETAIL: 4X4 W.R.G. GAP, OR 6X6 W.R.G. GAP AT FOUNDATION <br />MENEM <br />FURRING DETAIL, WITH WITH PRE -FINISHED METAL GAP 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 CERTI-FOAM/GERTI-STUD FOUNDATION <br />FURRING SYSTEM) ABOVE GRADE. <br />18 <br />FRONT PORCH FLOOR- BID POURED CONCRETE STOOP AND STEPS WITH <br />• e <br />FOOTINGS BELOW FROST DEPTH AND EXPOSED AGGREGATE FINISH <br />©mmmmm <br />(VERIFY FINAL STOOP FINISH AND COLOR WITH OWNER). <br />19 <br />GUTTERS AND DOWNSPOUTS: BID PRE -FINISHED K -STYLE GUTTERS WITH <br />No <br />PLACEMENT AS SHOWN ON EXTERIOR ELEVATIONS AND ROOF PLAN. <br />• s <br />OWNER TO APPROVE DOWNSPOUT LOCATIONS PIOR TO INSTALLATION. <br />m©mom <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 />MANUFACT' D STAINLESS STEEL FIREPLACE VENT INSTALLED PER <br />FIREPLACE UFAGTURER RECOMMENDATIONS, <br />2z- <br />AUTOMATECIPHANTOM RETRACTABLE SCREENS OR PHANTOM "X" SIDE PULL <br />SCREENS AlNOTED ON DRAWINGS.. <br />25 <br />GU570M, H -DIPPED GALVANIZED METAL DOLLARS, SADDLES, AND <br />STAND-OFF. ES WITH EXPOSED LAG BOLT HEADS. INTENT IS FOR <br />COLUMN G - ALS AND CONNECTIONS BE "INDUSTRIAL", SOLID-LOOKING, <br />FUNGl10NA UT DECORATIVE. <br />464 SECOND STREET PHONE: 952-470-9750 <br />SUITE 100 FAX: 952-767-5859 <br />EXCELSIOR, MN 55331 info@sharrattdesign.com <br />SHEET INDEX <br />Sur -1 <br />EXISTING SURVEY <br />5ur-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 />A4 <br />UPPER LEVEL PLAN <br />A5 <br />ROOF PLAN <br />AG <br />ELEVATIONS <br />A7 <br />ELEVATIONS <br />A8 <br />BUILDING SECTIONS DETAILS <br />A9 <br />BUILDING SECTIONS DETAILS <br />A10 <br />TYP. WALL SECTIONS <br />All <br />DETAILS <br />51 <br />STRUCTURAL PLANS <br />52 <br />STRUCTURAL PLANS <br />pROJ ECT TEAM <br />ARCHITECT <br />SHARRATT DESIGN � COMPANY <br />CONTACT: MIKE SHARRATT <br />PHONE: (952) 470-9750 <br />EMAIL: msharrott@sharrattdesign.ccm <br />STRUCTURAL.- ENGINEER <br />LAP -SON ASSOCIATES, INC. <br />CONTACT: JED LARSON <br />CELL: (763) 682-9530 <br />EMAIL: larson jed@gmail.com <br />GENERAL CONTRACTOR <br />EVERLAST ENTERPRISES <br />CONTACT: JIM CLEARY <br />PHONE: (612) 868-0748 <br />EMIAL: jim@everlastenterprises-com <br />PROPOSED DESIGN FOR: <br />WEBBER <br />HOME <br />2635 Casco Point Rd <br />Woyzoto, MN 55301 <br />oil <br />LEGAL NOTICE - <br />THESE DOCUMENTS SHALL NOT BE REPRODUCED OR <br />REDISTRIBUTED WITH OUT EXPRESSED WRITTEN <br />CONSENT OF 5HARRATT DESIGN $ COMPANY, LLC, <br />COPYRIGHT 2018 SHARP -ATT DESIGN <br />$ COMPANY L.L.G. <br />• <br />• <br />• <br />NEON <br />M <br />®�EMOMMMEN <br />■ <br />MENEM <br />0 <br />• e <br />©mmmmm <br />No <br />• s <br />m©mom <br />EN <br />s <br />EMMEN©MEME <br />' <br />momom©omom <br />ONEMOMMENN <br />ENEENEEN <br />PROPOSED DESIGN FOR: <br />WEBBER <br />HOME <br />2635 Casco Point Rd <br />Woyzoto, MN 55301 <br />oil <br />LEGAL NOTICE - <br />THESE DOCUMENTS SHALL NOT BE REPRODUCED OR <br />REDISTRIBUTED WITH OUT EXPRESSED WRITTEN <br />CONSENT OF 5HARRATT DESIGN $ COMPANY, LLC, <br />COPYRIGHT 2018 SHARP -ATT DESIGN <br />$ COMPANY L.L.G. <br />