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<br />WATER TABLE
<br />1
<br />� A14
<br />WATER TABLE
<br />HSS COLUMN
<br />o STEP STONE
<br />LEDGE TO FOLLOW
<br />GRADE
<br />. M.
<br />15-o"
<br />3
<br />T
<br />%M.
<br />14'-6"
<br />15-o"
<br />33'-0
<br />2 1 2
<br />Al2 A13 A13
<br />2
<br />4' N.
<br />A15
<br />INTERIOR INSULATION
<br />WATER AT STONE LEDGES
<br />TABLE
<br />4-
<br />----------
<br />------
<br />LOWER FINISHED
<br />2150 SF
<br />MAIN FLOOR FINISHED
<br />1393 SF
<br />002
<br />959 SF
<br />I
<br />0" STONE
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<br />08/30/17
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<br />INTERIOR
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<br />DETAIL
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<br />INSULATION AT
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<br />WATER
<br />5' -1"
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<br />W_
<br />D. FR
<br />STONE LEDGES
<br />TABLE
<br />LOWER PATIO STRUGTURAL COLUMNS
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<br />PLAN FOR RAILING ��
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<br />--- --
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<br />4' -57/8"
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<br />CID
<br />4" PLANK LEDGE
<br />N
<br />I
<br />J
<br />14'-6"
<br />15-o"
<br />33'-0
<br />2 1 2
<br />Al2 A13 A13
<br />2
<br />4' N.
<br />A15
<br />INTERIOR INSULATION
<br />WATER AT STONE LEDGES
<br />TABLE
<br />4-
<br />----------
<br />------
<br />LOWER FINISHED
<br />2150 SF
<br />MAIN FLOOR FINISHED
<br />1393 SF
<br />002
<br />959 SF
<br />I
<br />0" STONE
<br />O
<br />TYP
<br />4- - STONE. LE d - - - d 4 ° �. - I o - I
<br />-5'1/2" TEM`WALL ae _ I I
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<br />" TO�JE=LEDGE -
<br />/ -----�
<br />---------
<br />----
<br />CPT
<br />C14 SLAB
<br />THSD
<br />1129 SF
<br />LOWER FINISHED
<br />2150 SF
<br />MAIN FLOOR FINISHED
<br />1393 SF
<br />002
<br />959 SF
<br />I
<br />0" STONE
<br />O
<br />TYP
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<br />08/30/17
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<br />w
<br />WATER TABLE
<br />X
<br />DETAIL
<br />W
<br />ZI
<br />6' - 61/4"
<br />6' - 61/4" 5- 10 3/4"
<br />5' -1"
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<br />6' - 3"
<br />C)
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<br />BUNK BEDS
<br />BUNK
<br />EDS
<br />Q p 3
<br />38" x 75"
<br />38" x
<br />75"
<br />009
<br />DEPRESS
<br />III—
<br />ROOM
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<br />x 21 -7 �
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<br />48" VNTY-31
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<br />14 - 41/2"
<br />3' -113/4
<br />5-2„
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<br />III III III III II-
<br />27 -10"
<br />�,
<br />CLG
<br />BATHROOM
<br />I GUEST
<br />—
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<br />6'-5" x 10 -10
<br />BEDROOM 2
<br />8'soFFITABOVE
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<br />SWING
<br />2'- 61/2" 2'- 5" 1' -11"
<br />1' -11"5' 1' _ 2"
<br />:2'-
<br />HSS GOLUMN
<br />PER STRUGTU
<br />L
<br />INSET DOOR TO ALLOW
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<br />til -
<br />FOR FULL SWING Q
<br />1°
<br />BEAM LINE
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<br />-
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<br />5'-103/4
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<br />PROVIDE PORTS FOR 6 a
<br />MECHANIGAL VENTS AS NEEDED 0" STONE TYP
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<br />° o D.S. FROM ABOVE
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<br />WATER TABLE O
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<br />BEAM LINE FULL 0" STONE
<br />9
<br />d VENEER
<br />FULL 0" STONE
<br />VENEER
<br />W®IE
<br />L;
<br />SQUARE GUT
<br />STONE GAP
<br />—
<br />THSD
<br />1129 SF
<br />LOWER FINISHED
<br />2150 SF
<br />MAIN FLOOR FINISHED
<br />1393 SF
<br />002
<br />959 SF
<br />I
<br />0" STONE
<br />O
<br />TYP
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<br />08/30/17
<br />o
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<br />WATER TABLE
<br />X
<br />DETAIL
<br />W
<br />ZI
<br />6' - 61/4"
<br />6' - 61/4" 5- 10 3/4"
<br />5' -1"
<br />_Z
<br />�
<br />6' - 3"
<br />C)
<br />W_
<br />D. FR
<br />LOWER PATIO STRUGTURAL COLUMNS
<br />m
<br />U
<br />PER STRUCTURAL
<br />Q
<br />w
<br />CONC.
<br />a
<br />m
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<br />FULL 0' STONE
<br />VENEER
<br />BEAM LINE
<br />l9
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<br />0
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<br />SQUARE GUT
<br />STONE GAP
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<br />° d a - - . . 1/')- -_TFN \A/rel ° a
<br />'ATER TABLE
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<br />6'-3" o�
<br />BEAM LINE
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<br />0
<br />1' 0 1 2" 0".
<br />GENERAL PLAN NOTES:
<br />- ALL WALLS TO BE BID AS 1/2" DRYWALL WITH LEVEL 5 SMOOTH -SANDED FINISH.
<br />SEE BUILDER SPEGIFIGATIONS.
<br />- ALL CEILINGS TO BE BID AS 5/8" DRYWALL WITH LEVEL 5 FINISH UNLESS NOTED.
<br />SEE BUILDER 5PEGIFIGATIONS.
<br />- G.G. TO COORDINATE DOOR THRESHOLD OPTIONS/SIZES AND SHOWER CURB HEIGHTS
<br />WITH OWNERS $_: DISCUSS A.D.A. AND MATERIALS. BID STANDARD SILLS AND
<br />THRESHOLDS.
<br />- ASSUME ACOUSTIC WALL PARTITIONS (BATT INSUL.) BETWEEN ALL PUBLIC AND PRIVATE
<br />SPACES, AROUND ALL BATHROOMS, AND AROUND ALL BEDROOMS. ACOUSTICALLY
<br />INSULATE ALL DRAIN LINES �. SUMP LINES. SEE DRAWINGS FOR NET 8,: BLOWN CEILINGS.
<br />- STANDARD FORGED AIR HEATING AND COOLING, TYP.
<br />- CLOSET ORGANIZATION SYSTEMS TYPICAL, WITH ROD � SHELF IN ANY CLOSETS NOT
<br />SPECIFIED ON R.F.S..
<br />- INSULATION R -VALUES, VAPOR RETARDERS, FOOTING DEPTHS, DRAIN TILE AND
<br />WATERPROOFING, DRAINAGE PLANES, FRAMING HEIGHT ABOVE GRADE, AND ROOF
<br />VENTILATION TO MEET OR EXCEED APPLICABLE GODE REQUIREMENTS. COORDINATE
<br />BUILDING TECHNOLOGY WITH LOCAL INSPECTORS. CONSTRUCTION QUALITY TO BE
<br />COMMENSURATE WITH HIGH-END CUSTOM HOME CONSTRUCTION.
<br />- ON-SITE ENAMEL AND STAIN FINISHES RECOMMENDED.
<br />- BOXED -UP 545 WOOD BEAMS FROM 5/4 POPLAR ABOVE GREAT ROOM TO BE PAINTED
<br />- PROVIDE SAMPLES FOR OWNER REVIEW AND APPROVAL
<br />WATER TABLE
<br />FULL 0" STONE
<br />VENEER
<br />SQUARE GUT
<br />STONE GAP
<br />LOWER LEVEL FLOOR PLAN
<br />1/411
<br />= 1'-0'1
<br />FINISHED FLOOR AREA
<br />Area Name
<br />700 SF
<br />SPORT COURT
<br />1129 SF
<br />LOWER FINISHED
<br />2150 SF
<br />MAIN FLOOR FINISHED
<br />1393 SF
<br />POOL
<br />959 SF
<br />UPPER FINISHED
<br />6331 SF
<br />O 2' 4' 8'
<br />WATER TABLE
<br />PLAN
<br />NORTH
<br />LOWER LEVEL AREA PLAN
<br />sharra
<br />cles
<br />company
<br />404 SECOND STREET PHONE: 952-470-9750
<br />SUITE 100 FAX: 952-707-5859
<br />EXCELSIOR, MN 55331 infoCOsharrattdesign.com
<br />SHEET INDEX
<br />Al DOVER SHEET
<br />A2 SITE PLAN
<br />A3 ENLARGED SITE PLAN AT HOUSE
<br />A4 FOUNDATION PLAN
<br />AS SPORT COURT PLAN
<br />AG LOWER LEVEL FLOOR PLAN
<br />AT 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 SEGTIONS
<br />A13 BUILDING SEGTIONS
<br />A14 BUILDING SEGTIONS
<br />A15 BUILDING DETAILS
<br />A20 INTERIOR ELEVATIONS
<br />A21 INTERIOR ELEVATIONS
<br />A22 INTERIOR ELEVATIONS
<br />A23 INTERIOR ELEVATIONS
<br />A24 SCHEDULES
<br />PROJECT TEAM
<br />ARCH ITEGT
<br />SHARRATT DESIGN � GOI`MPANY
<br />404 SECOND ST - SUITE 100
<br />EXCELSIOR, MN 55331
<br />CONTACT: MIKE SHARRATT / NICHOLAS COWAN
<br />STRUCTURAL ENGINEER
<br />WENZEL ENGINEERING ING.
<br />10100 MORGAN AVE SOUTH
<br />BLOOMINGTON, MN 55431
<br />STEVE RIVARD - _952-888-051G
<br />GENERAL GONTRAGTOR
<br />JOHN KRAEMER �. SONS, INC
<br />4900 LINCOLN DRIVE
<br />EDINA, MN 55430
<br />JEFF KRAEMER -.352-935-9100
<br />ISSUED FOR
<br />ISSUE DATE
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<br />05/19/17
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<br />07/24/17
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<br />08/30/17
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<br />PROPOSED NEW HOME FOR:
<br />HENNEN
<br />HOME
<br />2625 KELLY AVENUE
<br />ORONO, I -IN
<br />SHEET
<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.
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