|
MAX BUILDING
<br />HEIGHT
<br />996'- 6"
<br />MEDIAN HEIGHT
<br />- - - - -
<br />989'- 3 3/8"
<br />UPPER LEVEL T.P.
<br />985'- 0"
<br />'PER LEVEL S.F.
<br />976'- 6'
<br />RAIN LEVEL T.P.
<br />974' - 5 1 /4"
<br />HIGHEST EXST.
<br />GRADE
<br />966'- 6"
<br />MAIN LEVEL S.F.
<br />964' - 0 3/4"
<br />LOWER LEVEL T.P.
<br />961'-0
<br />LOWER LE
<br />-E�1� - - - - - - - - - --- �I-��1�- - - VEL
<br />= - 3 - 953' - O°
<br />ME ME
<br />LEI —111 LIII II IIIIII - o Footing
<br />_ !
<br />949 0
<br />_ SPORT COURT
<br />III— III— SLAB
<br />-
<br />I- 945 0
<br />II II III III III III III III III III III III III III III I I III III II
<br />I I
<br />III III III—III III III III—III III III III1 I I �L�I I I III III III III III—III III III III—III I I � IIII III III III III I I I� III III1 I I III I ISI I I1 I I III III III—III J I III I 1I-
<br />s2ri%`NPROPOSED SOUTH ELEVATION 0 2 4' 8
<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 COVER 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 />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 />A14 A14 A14 11 1/411
<br />— 11-011
<br />MAX BUILDING
<br />HEIGHT09L PROJECT TEAM
<br />9961-611
<br />ARCH ITEGT
<br />SHARRATT DESIGN � GOI`MPANY
<br />404 SECOND ST - SUITE 100
<br />2
<br />ELEVATION/SECTION KEY NOTES - SHORT EXCELSIOR, MN 55331
<br />CONTACT: MIKE SHARRATT / NICHOLAS COWAN
<br />4 MEDIAN HEIGHT VERSION - (SEE Al2 FOR FULL VERSION): STRUCTURAL ENGINEER
<br />989'-33/8" JF 1. CHIMNEY: PRE -FINISHED METAL CAP, SIDING (SEE TYPE 1 BELOW), AND REGLET FLASHINGS
<br />OVER UNDERLAYMENT AND SHEATHING AS RECOMMENDED BY SIDING MANUFACTURER. WENZEL ENGINEERING ING.
<br />PREFINISHED METAL FLUE TERMINATIONS BY FIREPLACE SUPPLIERS. 10100 MORGAN AVE SOUTH
<br />2. CONTINUOUS RIDGE VENT (WITH BAFFLE) TO EXTEND FULL LENGTH OF RIDGE, WITH
<br />PREFINISHED METAL RIDGE GAP MECHANICALLY FASTENED TO ROOF DECK. BLOOMINGTON, MN 55431
<br />UPPER LEVEL T.P. L , 3. SNOW RETENTION SYSTEM: ALUMINUM RAIL WITH METAL EDGE TO MATCH ROOF COLOR STEVE RIVARD - 952-888-0510
<br />985'- 0" OVER DOORS, GARAGE DOORS, DEGK5, AND PORCHES.
<br />4. PREFINISHED METAL ROOFING: 17" WIDE, GALVANIZED STEEL, SNAP -SEAMED ROOFINGGENERAL CONTRACTOR
<br />(MGELROY METAL MAXIMA PANEL OR EQUAL), STRIATED PAN, 13/4" MIN. HEIGHT SEAMS, WITH
<br />14 CONGEALED FASTENER SYSTEM. JOHN KRAEMER �. SONS, INC
<br />' 6 5. PREFINISHED METAL FLASHINGS TO MATCH SIDING FOR METAL GOMPATIBILITY AND
<br />_ w-2aa w-aos w -2o6 p
<br />i O O UNIFORM APPEARANCE, MECHANICALLY FASTENED TO WALL AND ROOF SHEATHING WITH 4300 LINCOLN DRIVE
<br />CONGEALED FASTENER SYSTEM. EDINA, MN 55430
<br />202 � m ro. FLAT (LOW SLOPE) ROOFS: 00 MIL EPDM MEMBRANE, FULLY ADHERED TO ROOF DECK. JEFF KRAEMER - 352-335-3100
<br />5 7. NOT USED
<br />8. ROOF EDGE TRIM � SOFFITS (SEE DETAILS): PREFINISHED METAL DRIP EDGE, METAL-
<br />/� 112" w — _ - _ - = — b GLAD FASCIA, OVER 2x 5UBFA5GIA. SOFFITS TO BE 1x0, D$_:BETTER, V -GROOVE WESTERN RED Issu FOR
<br />�
<br />HIGHEST EXST.
<br />�L
<br />w
<br />U
<br />Z
<br />L-1
<br />Of
<br />Q
<br /><M
<br />0
<br />O
<br />U
<br />D
<br />U
<br />(YN
<br />'a-)
<br />W
<br />m
<br />\ W-106
<br />---------------------
<br />W-107
<br />W-108 /
<br />�
<br />Z
<br />O
<br />Q�L
<br />r
<br />Z=
<br />8
<br />-UPPER LEVEL S.F�
<br />_4%976' - 6"
<br />MAIN LEVEL T.P.
<br />974'- 5 1/4"
<br />- - - GRADE
<br />cli
<br />MAIN LEVEL S.F.
<br />1- 0 3/4-1
<br />_ o
<br />LOWER LEVEL T.P.
<br />- _
<br />962'- p„
<br />— w
<br />o
<br />LOWER LEVEL
<br />953' - 0"
<br />I
<br />SPORT COURT
<br />SLAB
<br />II II I II I II
<br />945 -011
<br />II I I �� II II II
<br />111 III III III III III III III III III III III III III III III III III III III III III � III. III II � -III- I III .III. I I � III III II II III III III_
<br />3 PROPOSED WEST ELEVATION 0 2' 4' 8'
<br />11
<br />1/411
<br />= 1'-0'1
<br />cv
<br />Ln
<br />CEDAR WITH CONTINUOUS VENT (TRIM VENT AS REQUIRED). INSTALL VENT PARALLEL TO
<br />FASCIA AND MITER -GUT CORNERS. BID 1 GOAT SIKKEN STD ON SOFFITS.
<br />9. EXTERIOR CEILINGS - MATCH TYPICAL SOFFITS.
<br />10. METAL SIDING TYPE 1: PRE -FINISHED METAL PANEL (I" IETALTEGH-USA ELZING GRAPHITE
<br />OR EQ.) WITH FLATLOGK WALL PANELS AT 7,12" AND 10".MEGHANIGALLY FASTENED WITH
<br />CONGEALED FASTENERS.
<br />11. METAL SIDING TYPE 2: PRE -FINISHED METAL PANEL (rETALTECH-USA El ZING GRAPHITE
<br />OR EQ,) WITH INTERLOCKING, VERTICAL REVEAL JOINTS WITH APPROX. 1" REVEALS,
<br />MECHANICALLY FASTENED WITH CONGEALED FASTENER SYSTEM. REVEAL SPACING 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 (BIC) MTI SURE CAVITY) WITH WEEP SCREED AND SCREED DEFLECTOR.
<br />13. FOUNDATION INSULATION PROTECTION - STUCCO WITH STUCCO CAP (MATCH STUCCO
<br />51DING 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 54S A
<br />8. BETTER WESTERN RED CEDAR TO RESEMBLE SOLID TIMBERS. FLASHINGS ON ALL EXPOSED
<br />HORIZONTAL BEAM 8,: BRACKET SURFACES. WIRE BRUSH 8,: BID SIKKENS 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 I$ PATIO DOOR TRIM: SEE EXTERIOR ELEVATIONS. AT METAL SIDING,
<br />WINDOW TRIM TO BE METAL TO MATCH METAL SIDING WITH METAL RETURNS BACK 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 � BETTER, 545,
<br />ISSUE DATE
<br />�L
<br />w
<br />U
<br />Z
<br />L-1
<br />Of
<br />Q
<br /><M
<br />0
<br />O
<br />U
<br />D
<br />U
<br />(YN
<br />'a-)
<br />W
<br />m
<br />ow
<br />Z
<br />5
<br />[[pull
<br />Z
<br />Q
<br />�
<br />Z
<br />O
<br />Q�L
<br />r
<br />Z=
<br />8
<br />et
<br />O
<br />05/19/17
<br />X
<br />07/24/17
<br />X
<br />08/30/17
<br />X
<br />WEST. RED CEDAR WITH LOCK -MITERED CORNERS AND SCARF JOINTS..
<br />20. NATURAL STONE VENEER: NATURAL STONE VENEER OVER FULL -HEIGHT CAVITY PROPOSED NEW HOME FOR:
<br />MAINTENANCE SYSTEM (BID MTI SURE CAVITY WITH WEEPS AS REa-D). FOR BID, ASSUME
<br />C HILTON BLEND LEDGE STONE.
<br />21. NATURAL STONE WINDOW SILLS AND STONE GAPS: GUT LIMESTONE IN THICKNESSES HENNEN
<br />AND SIZES AS SHOWN ON DRAWINGS (VERIFY SPECIES WITH OWNERS).
<br />22. ENTRY PORCH FLOOR: POURED CONCRETE, STAINED.
<br />23. DECKS - lx TREX OVER SLEEPER SYSTEM, OVER SLOPED EPDM ROOFING.
<br />24. EXTERIOR RAILINGS: SEE DRAWINGS - RE -USE OWNERS' EXISTING RAILING GLASS SET HOME
<br />INTO A GU5TOM STAINLESS STEEL HORIZONTAL CAP AND VERTICALS. 225 KELLY AVENUE
<br />ORONO, I -IN
<br />SHEET
<br />LEGAL NOTICE.-
<br />THESE
<br />OTICETHESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED
<br />WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN AND
<br />COMPANY, LLC.
<br />G COPYRIGHT 20,6 SHARRATT DESIGN s£ COMPANY LLC.
<br />
|