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<br />MAX BUILDING
<br />HEIGHT
<br />9961-611
<br />_ MEDIAN HEIGHT �
<br />989'- 3 3/8" V
<br />UPPER LEVEL T.P.
<br />-- 985'-0" V
<br />E" STONE SILL
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<br />UPPER LEV�EL6S.F
<br />MAIN LEVEL T.P.
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<br />4-04- SEC;OND ST -SUITE 100
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<br />ELEVATION/SECTION KEY NOTES - SHORT
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<br />VERSION - (SEE Al2 FOP, FULL VERSION):
<br />4-04- SEC;OND ST -SUITE 100
<br />OL
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<br />I /
<br />/1
<br />1. CHIMNEY. PRE -FINISHED METAL GAP, SIDING (SEE TYPE 1 BELOW), AND REGLET FLASHINGS
<br />CONTACT: MIKE SHARRATT / NICHOLAS COWAN
<br />OVER UNDERLAYMENT AND SHEATHING AS RECOMMENDED BY SIDING MANUFACTURER.
<br />/ I
<br />PREFINISHED METAL FLUE TERMINATIONS BY FIREPLACE SUPPLIERS.
<br />STRUCTUPAL ENGINEER
<br />2. CONTINUOUS RIDGE VENT (WITH BAFFLE) TO EXTEND FULL LENGTH OF RIDGE, WITH
<br />PREFINISHED METAL RIDGE GAP MECHANICALLY FASTENED TO ROOF DECK.
<br />®—® INE
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<br />ELEVATION/SECTION KEY NOTES - SHORT
<br />W
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<br />I
<br />_ HIGHEST EXST.
<br />966' - 6"
<br />6" STONE SILL - - -
<br />I
<br />6" STONE GAP 7 1 2" - 13 MAIN LEVEL S.F.
<br />20 13 13 _
<br />LOWER LEVEL T.P.
<br />AIL
<br />962' - p..
<br />- - - SII
<br />- - AF
<br />GARAGE SLAB n
<br />961'-0"
<br />0
<br />I I I I I I I .III. I III. .III. I III I- .III III III I_ III III I ..III- III III I -III- III I II -III- III I III -III- I III III -III- III III I_ III III III I_ III ..III- III III III III
<br />LOWER LEVEL
<br />-III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III I 953'-p..
<br />mi
<br />SP COURT
<br />ORT
<br />SLAB
<br />945'- 0"
<br />2 PROPOSED NORTH ELEVATION 0 4' 81
<br />v A14
<br />0
<br />II III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III I '
<br />-o
<br />2 PROPOSED EAST ELEVATION 0 2' 4: 8'
<br />10 1 /4" = 1'-0"
<br />MAX BUILDING
<br />HEIGHT
<br />996'- 6"
<br />MEDIAN HEIGHT
<br />989'- 3 3/8"
<br />'PER LEVEL T.P. �
<br />985' - 00"" 1
<br />'PER LEVEL S.F.
<br />Ln
<br />976' 66"" I Il;
<br />N
<br />MAIN LEVEL T.P._®
<br />974'- 5 1/4
<br />-MAIN LEVEL S.F.
<br />964'- 0 3/4"
<br />LOWER LEVEL T.P.,
<br />-- n,� 1
<br />961'-0
<br />LOWER LEVEL
<br />953'-0"
<br />SPORT COURT
<br />_645'-
<br />SLAB
<br />95' - 0" V
<br />1/4" = 1'-01,
<br />sharra
<br />4d4es
<br />company`
<br />404 SECOND STREET PHONE: 952-470-9750
<br />SUITE 100 FAX: 952-707-5859
<br />EXCELSIOR, MN 55331 info@sharrattdesign.com
<br />SHEET INDEX
<br />Al DOVER SHEET
<br />A2 SITE PLAN
<br />A3 ENLARGED SITE PLAN AT HOUSE
<br />A4 FOUNDATION PLAN
<br />A5 SPORT COURT PLAN
<br />AG LOWER LEVEL FLOOR PLAN
<br />A7 I"IAIN LEVEL FLOOR PLAN
<br />AB UPPER LEVEL FLOOR PLAN
<br />/4-13 ROOF PLAN
<br />A10 EXTERIOR ELEVATIONS
<br />All EXTERIOR ELEVATIONS
<br />Al2 BUILDING SECTIONS
<br />A13 BUILDING SECTIONS
<br />A14 BUILDING SECTIONS
<br />A15 BUILDING DETAILS
<br />A20 INTERIOR ELEVATIONS
<br />A21 INTERIOR ELEVATIONS
<br />A22 INTERIOR ELEVATIONS
<br />A2.3 INTERIOR ELEVATIONS
<br />A24 SCHEDULES
<br />OR EQ.) WITH FLATLOCK WALL PANELS AT 7,12" AND 10'.MIECHANICALLY FASTENED WITH
<br />GONCEALED FASTENERS.
<br />11. METAL SIDING TYPE 2: PRE -FINISHED METAL PANEL (METALTECH-USA ELZINC GRAPHITE
<br />OR Ea.) WITH INTERLOCKING, VERTICAL REVEAL JOINTS WITH APPROX. 1" REVEALS,
<br />MECHANIGALLY FASTENED WITH CONGEALED FASTENER SYSTEM. REVEAL 5PAGING AS
<br />SHOWN ON EXTERIOR ELEVATIONS.
<br />12. STUCCO SIDING - 3 -GOAT PORTLAND GEMENT STUCCO SYSTEM OVER SELF -FURRING,
<br />CORROSION -RESISTANT, EXPANDED METAL LATH AND FULL -HEIGHT CAVITY MAINTENANCE
<br />SYSTEM (BID MTI SURE GAVITY) WITH WEEP SCREED AND SCREED DEFLEGTOR.
<br />13. FOUNDATION INSULATION PROTECTION - STUCCO WITH STUCCO GAP (MATCH STUCCO
<br />SIDING APPEARANCE, TEXTURE AND CONSTRUCTION DETAILS) AT TYPICAL CONDITIONS. AT
<br />STONE, APPLY NATURAL STONE VENEER DOWN BELOW FINAL GRADE, SEE SECTIONS.
<br />14. EXTERIOR BEAMS AND BRACKETS TO BE FROM SOLID TIMBERS OR BUILT-UP FROM 545 A
<br />$_: BETTER WESTERN RED CEDAR TO RESEMBLE SOLID TIMBERS. FLASHINGS ON ALL EXPOSED
<br />HORIZONTAL BEAM $_: BRACKET SURFACES. WIRE BRUSH $_: BID 51KKENS STD 1 -GOAT.,
<br />15. WINDOWS: BID MARVIN ULTIMATE WINDOWS WITH NATURAL WOOD INTERIORS. SEE
<br />ELEVATIONS, Al GENERAL CONSTRUCTION NOTES, WALL CAVITY MAINTENANCE SYSTEM
<br />DETAILS, AND DETAILS IN THIS DRAWING SET FOR FLASHING AND INSTALLATION NOTES.
<br />16. TYPICAL WINDOW 6,: PATIO DOOR TRIM: SEE EXTERIOR ELEVATIONS, AT METAL SIDING,
<br />WINDOW TRIM TO BE METAL TO MATCH METAL SIDING WITH METAL RETURNS BAGK TO
<br />WINDOW. AT STUCCO, WINDOW TRIM TO BE STUCCO RETURNS. AT STONE, WINDOW TRIM TO
<br />BE STONE RETURNS TO MATCH BODY STONE, WITH GUT LIMESTONE SILLS - SILLS TO HAVE
<br />SLOPED TOPS TO DRAIN, AND DRIP KERFS ALONG BOTTOM EDGES.
<br />17. FRONT DOOR 21/4" THICK, METAL, FULL -VIEW ENTRY DOOR.
<br />18. GARAGE DOORS: INSULATED, PAINTED, FLUSH -PANEL DOORS WITH ELEG. OPENERS.
<br />19. EXTERIOR COLUMNS: VENTED WOOD COLUMN BUILT-UP FROM 2x D �t BETTER, 545,
<br />WEST. RED CEDAR WITH LOCK -MITERED CORNERS AND SCARF JOINTS..
<br />20. NATURAL STONE VENEER: NATURAL STONE VENEER OVER FULL -HEIGHT CAVITY
<br />MAINTENANCE SYSTEM (BIC) MTI SURE CAVITY WITH WEEPS AS RE,00). FOR BID, ASSUME
<br />CHILTON BLEND LEDGE STONE
<br />ISSUE DATE
<br />PROJECT TEAM
<br />w
<br />Z
<br />w
<br />y
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<br />ELEVATION/SECTION KEY NOTES - SHORT
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<br />SHARRATT DE51ON � COMPANY
<br />VERSION - (SEE Al2 FOP, FULL VERSION):
<br />4-04- SEC;OND ST -SUITE 100
<br />OL
<br />O
<br />EXCELSIOR, MN 5331
<br />1. CHIMNEY. PRE -FINISHED METAL GAP, SIDING (SEE TYPE 1 BELOW), AND REGLET FLASHINGS
<br />CONTACT: MIKE SHARRATT / NICHOLAS COWAN
<br />OVER UNDERLAYMENT AND SHEATHING AS RECOMMENDED BY SIDING MANUFACTURER.
<br />X
<br />PREFINISHED METAL FLUE TERMINATIONS BY FIREPLACE SUPPLIERS.
<br />STRUCTUPAL ENGINEER
<br />2. CONTINUOUS RIDGE VENT (WITH BAFFLE) TO EXTEND FULL LENGTH OF RIDGE, WITH
<br />PREFINISHED METAL RIDGE GAP MECHANICALLY FASTENED TO ROOF DECK.
<br />WENZEL ENGINEERING INC.
<br />3. SNOW RETENTION SYSTEM: ALUMINUM RAIL WITH METAL EDGE TO MATCH ROOF DOLOR
<br />OVER DOORS, GARAGE DOORS, DECKS, AND PORCHES.
<br />10100 MORGAN AVE SOUTH
<br />4. PREFINISHED METAL ROOFING: 17" WIDE, GALVANIZED STEEL, SNAP -SEAMED ROOFING
<br />BLOOMINGTON, MN 55431
<br />(MCELROY METAL MAXIMA PANEL OR EQUAL), STRIATED PAN, 13/4" MIN. HEIGHT SEAMS, WITH
<br />STEVE RIVARD -
<br />CONGEALED FASTENER SYSTEM.
<br />_952-888-051G
<br />5. PREFINISHED METAL FLASHINGS TO MATCH SIDING FOR METAL COMPATIBILITY AND
<br />OENEPAL GONTI,ACTOR
<br />UNIFORM APPEARANGE, MECHANICALLY FASTENED TO WALL AND ROOF SHEATHING WITH
<br />CONCEALED FASTENER SYSTEM.
<br />0. FLAT (LOW SLOPE) ROOFS: 00 MIL. EPDM MEMBRANE, FULLY ADHERED TO ROOF DECK.
<br />JOHN KRAEMER �. SONS, INC
<br />7. NOT USED
<br />4300 LINCOLN DRIVE
<br />8. ROOF EDGE TRIM I$ SOFFITS (SEE DETAILS): PREFINISHED METAL DRIP EDGE, METAL-
<br />EDINA, MN 55430
<br />GLAD FASCA, OVER 2x SUBFASGA. SOFFITS TO BE 1x0, D$BETTER, V -GROOVE WESTERN RED
<br />GEDAR WITH CONTINUOUS VENT (TRIM VENT AS REQUIRED). INSTALL VENT PARALLEL TO
<br />JEFF KRAEMER - 352-335-3100
<br />FASCIA AND MITER -GUT GORNERS. BID 1 GOAT 51KKEN STD ON SOFFITS.
<br />9. EXTERIOR CEILINGS - MATGH TYPICAL SOFFITS.
<br />ISSUED FOP,
<br />10. METAL SIDING TYPE 1: PRE -FINISHED METAL PANEL (METALTEGH-USA El ZING GRAPHITE
<br />OR EQ.) WITH FLATLOCK WALL PANELS AT 7,12" AND 10'.MIECHANICALLY FASTENED WITH
<br />GONCEALED FASTENERS.
<br />11. METAL SIDING TYPE 2: PRE -FINISHED METAL PANEL (METALTECH-USA ELZINC GRAPHITE
<br />OR Ea.) WITH INTERLOCKING, VERTICAL REVEAL JOINTS WITH APPROX. 1" REVEALS,
<br />MECHANIGALLY FASTENED WITH CONGEALED FASTENER SYSTEM. REVEAL 5PAGING AS
<br />SHOWN ON EXTERIOR ELEVATIONS.
<br />12. STUCCO SIDING - 3 -GOAT PORTLAND GEMENT STUCCO SYSTEM OVER SELF -FURRING,
<br />CORROSION -RESISTANT, EXPANDED METAL LATH AND FULL -HEIGHT CAVITY MAINTENANCE
<br />SYSTEM (BID MTI SURE GAVITY) WITH WEEP SCREED AND SCREED DEFLEGTOR.
<br />13. FOUNDATION INSULATION PROTECTION - STUCCO WITH STUCCO GAP (MATCH STUCCO
<br />SIDING APPEARANCE, TEXTURE AND CONSTRUCTION DETAILS) AT TYPICAL CONDITIONS. AT
<br />STONE, APPLY NATURAL STONE VENEER DOWN BELOW FINAL GRADE, SEE SECTIONS.
<br />14. EXTERIOR BEAMS AND BRACKETS TO BE FROM SOLID TIMBERS OR BUILT-UP FROM 545 A
<br />$_: BETTER WESTERN RED CEDAR TO RESEMBLE SOLID TIMBERS. FLASHINGS ON ALL EXPOSED
<br />HORIZONTAL BEAM $_: BRACKET SURFACES. WIRE BRUSH $_: BID 51KKENS STD 1 -GOAT.,
<br />15. WINDOWS: BID MARVIN ULTIMATE WINDOWS WITH NATURAL WOOD INTERIORS. SEE
<br />ELEVATIONS, Al GENERAL CONSTRUCTION NOTES, WALL CAVITY MAINTENANCE SYSTEM
<br />DETAILS, AND DETAILS IN THIS DRAWING SET FOR FLASHING AND INSTALLATION NOTES.
<br />16. TYPICAL WINDOW 6,: PATIO DOOR TRIM: SEE EXTERIOR ELEVATIONS, AT METAL SIDING,
<br />WINDOW TRIM TO BE METAL TO MATCH METAL SIDING WITH METAL RETURNS BAGK TO
<br />WINDOW. AT STUCCO, WINDOW TRIM TO BE STUCCO RETURNS. AT STONE, WINDOW TRIM TO
<br />BE STONE RETURNS TO MATCH BODY STONE, WITH GUT LIMESTONE SILLS - SILLS TO HAVE
<br />SLOPED TOPS TO DRAIN, AND DRIP KERFS ALONG BOTTOM EDGES.
<br />17. FRONT DOOR 21/4" THICK, METAL, FULL -VIEW ENTRY DOOR.
<br />18. GARAGE DOORS: INSULATED, PAINTED, FLUSH -PANEL DOORS WITH ELEG. OPENERS.
<br />19. EXTERIOR COLUMNS: VENTED WOOD COLUMN BUILT-UP FROM 2x D �t BETTER, 545,
<br />WEST. RED CEDAR WITH LOCK -MITERED CORNERS AND SCARF JOINTS..
<br />20. NATURAL STONE VENEER: NATURAL STONE VENEER OVER FULL -HEIGHT CAVITY
<br />MAINTENANCE SYSTEM (BIC) MTI SURE CAVITY WITH WEEPS AS RE,00). FOR BID, ASSUME
<br />CHILTON BLEND LEDGE STONE
<br />ISSUE DATE
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<br />05/19/17
<br />X
<br />07/24/17
<br />X
<br />08/30/17
<br />X
<br />21. NATURAL STONE WINDOW SILLS AND STONE GAPS: GUT LIMESTONE IN THICKNESSES PROPOSED NEW HOME FOR:
<br />AND SIZES AS SHOWN ON DRAWINGS (VERIFY 5PEGIF-3 WITH OWNERS).
<br />22. ENTRY PORCH FLOOR: POURED CONCRETE, STAINED.
<br />23. DECKS -1x TREX OVER SLEEPER SYSTEM, OVER SLOPED EPDM ROOFING,
<br />HENNEN
<br />24. EXTERIOR RAILINGS: SEE DRAWINGS - RE -USE OWNERS' EXISTING RAILING GLASS SET
<br />INTO A CUSTOM STAINLESS STEEL HORIZONTAL GAP AND VERTIGALS.
<br />HOME
<br />2625 KELLY AVENUE
<br />ORONO, I -IN
<br />SHEET
<br />A10
<br />LEGAL NOTICE
<br />THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED
<br />WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN AND
<br />COMPANY, LLC.
<br />,c COPYRIGHT 2016 SHARRATT DESIGN s£ COMPANY LLC.
<br />
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