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11-13-2017 Council Packet
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11-13-2017 Council Packet
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EPD" ROOF PIGTH <br />TO EDGES <br />STRUCTURAL BEAMS <br />PER STRUCTURAL <br />PRE -FINISHED <br />METAL FASCIA <br />V -GROVE <br />CEILING <br />BUILT-UP BOX <br />BEAM <br />1/2" STEEL <br />CONNECTIONS <br />METAL <br />FLASHI <br />METAL <br />BAND <br />2x4 FR, <br />WALL <br />���;r-14 <br />PLYWC <br />WRAPE <br />WATEP <br />2x12 LE <br />BOARC <br />METAL <br />METAL <br />BAND <br />RI M <br />BEAM <br />METAL <br />CLADDING <br />DETAIL - ROOF BRACKET <br />3/4" — 1'-0" <br />DETAIL - DECK FRAMING <br />1 1/2" = 1'-0" <br />TYPICAL ROOF CONSTRUCTION <br />PREFINISHED STANDING SEAM METAL PANEL ROOFING <br />(SEE 5PEGIFIGATIONS ) <br />-PREFINISHED METAL DRIP EDGES <br />-PREFINISHED METAL FLASHING U.N.O. ON OPEN VALLEYS <br />-ICE �. WATER SHIELD SEE SPECIFICATIONS <br />(GRACE OR EQUAL) PROTECT FROM U.V. EXPOSURE <br />UNTIL ROOFING IS APPLIED <br />-5/8" PLYWOOD (APA RATED ROOF SHEATHING) w/ "H" CLIPS <br />PRE-ENGINEERED ROOF TRUSSES @ 24" O.G. - TRUSS <br />DESIGN $_: CONFIGURATION BY TRUSS SUPPLIER <br />(COORDINATE WITH STRUCTURAL ENGINEER) <br />ADDITIONAL HAND FRAMING AS REQUIRED <br />TYPICAL FASCIA CONSTRUCTION <br />INTEGRATED METAL GUTTER SYSTEM <br />TO MATCH ROOFING PANEL SYSTEM <br />OVER 2X- SUBFASGA <br />TYPICAL SOFFIT: <br />lx(3 GEDAR V -GROOVE <br />TYPICAL ROOF VENTILATION AND INSULATION: <br />-USE CONTINUOUSLY VENTED SOFFITS ON <br />ALL EDGES w/ 2" AIR <br />CHUTES AND RIDGE VENTS TO PROVIDE CONTINUOUS <br />AIR FLOW R-50 B.I.B. <br />INSULATION OVER ALL HEATED SPACE <br />TYPICAL CEILING CONSTRUCTION <br />- 5/8" GYPSUM BOARD ON ALL CEILINGS <br />- V -GROOVE CEILING TO MATGH SOFFITS AT VAULTED AREAS <br />VERIFY FINISH MATERIAL w/ ARCHITECTURAL DRAWINGS <br />-VAULTS, SOFFITS 8,: CEILING HEIGHTS AS SHOWN <br />ON ARCHITECTURAL DRAWINGS <br />-GARAGE CEILING SHALL BE 5/8" TYPE "X" GYPSUM <br />BOARD, TAPED, MUDDED, SANDED, PRIMED AND PAINTED <br />TYPICAL WINDOW TRIM <br />SEE EXTERIOR ELEVATIONS AND TYPICAL <br />WINDOW DETAILS <br />TYPICAL WALL CONSTRUCTION <br />-STONE PER EXTERIOR ELEVATIONS <br />- 2 -PLY GRADE -D BUILDING PAPER <br />-1/2" GDX SHEATHING <br />- 2X6 STUDS @ 10" o.c. U.N.O. W/ R-19 <br />MIN. INSULATION (CLOSED CELL OR B.I.B. TBD) <br />- HEADERS TO BE SIZED PER STRUCTURAL DRAWINGS <br />- CONTINUOUS BREATHABLE POLY VAPOR BARRIER <br />TAPED AND SEALED <br />TYPICAL FLOOR CONSTRUCTION <br />- 3/4" TSG PLYWOOD SUBFLOOR GLUED 8,: <br />NAILED WITH RING -SHANK NAILS <br />- FLOOR FRAMING PER STURGTURAL <br />DRAWINGS <br />APPLY SPRAY FOAM R-21 RIM INSULATION AFTER <br />ALL RIM PENETRATIONS ARE CO"PLETE <br />STEEL STONE LEDGER <br />AT WINDOW HEAD <br />SOLID GROUT TO G" ABOVE GRADE <br />PROVIDE WEEPS @ 24" OG <br />PROVIDE 1" CAVITY BEHIND STONE VENEER <br />-"EGHANICALLY ATTACH MIRADRAN 0200 <br />DRAINAGE BOARD. <br />-"IRADRI (380/681 <br />-1/2" TRT'D PLYWOOD <br />PRESSURE TREATED 2x PLATE OVER SILL <br />GASKET (TYPICAL) SEE STRUCTURAL NOTES FOR <br />ANCHOR BOLT SIZE AND PLACEMENT <br />THERMAL BREAK <br />TYPICAL FOOTING AND DRAINAGE: <br />- SEE STRUCTURAL DRAWINGS FOR FOOTING SIZES <br />AND REINFORGEMENT <br />- WATER PROOFING SYSTEM WITH FREE -DRAINING R-10 <br />DRAIN BOARD INSULATION (TUFF -N -DRI / <br />WARM -N -DRI 2 3/8" <br />- FOOTINGS TO SIT ON UNDISTURBED SOIL OR <br />GOMPAGTED GRANULAR FILL <br />- BOTTOM OF FOOTING TO BE BELOW FROST DEPTH <br />42" BELOW GRADE MIN. STEP FOOTING PER SOIL ENG. <br />- DRAIN TILE IN PEA ROGK BED W/ SILT CLOTH OVER <br />SLOPE TO SUMP BASKET OR DAYLIGHT <br />- WASHED ROGK BED UNDER LOWER LEVEL SLAB <br />DRAIN TO INTERIOR DRAIN TILE <br />- BAGKFILL FOUNDATION WITH FREE-DRANING, COMPACTED <br />BAGKFILL GAP WITH POSITIVELY SLOPED CLAY (UNDER TOPSOIL) <br />:-:VEL S.F. <br />5 <br />_4' - 0 3/4" 1 <br />METAL <br />FLASHING <br />TREX <br />DEGKING <br />2x12 LEDGER <br />BOARD <br />UPPER LEVEL T.P. <br />985'- 0" <br />MASTER <br />BATHROOM <br />TILE <br />_L UPPER LEVEL S.F. <br />976'- 6" <br />_ MAIN LEVEL T.P. <br />974' - 5 1/4" <br />EXERCISE <br />CPT <br />MAIN LEVEL S.F. <br />964'- 0 3/4" <br />I <br />`v <br />- <br />13,Nkk <br />-III - - <br />I III III III <br />III III III III III <br />=III III 1 TYP WALL SECTION STONE <br />3/81 = 1'-0" <br />TYPICAL ROOF CONSTRUCTION <br />PREFINISHED STANDING SEAM METAL PANEL ROOFING <br />(SEE SPECIFICATIONS) <br />-PREFINISHED METAL DRIP EDGES <br />-PREFINISHED METAL FLASHING U.N.O. <br />ON OPEN VALLEYS <br />-ICE � WATER SHIELD SEE SPECIFICATIONS <br />(GRACE OR EQUAL) PROTECT FROM U.V. EXPOSURE <br />UNTIL ROOFING IS APPLIED <br />-5/8" PLYWOOD (APA RATED ROOF SHEATHING) <br />WITH "H" CLIPS <br />PRE-ENGINEERED ROOF TRUSSES @ 24" O.G. - TRUSS <br />DESIGN 8,: GONFIGURATION BY TRUSS SUPPLIER <br />(COORDINATE WITH STRUCTURAL ENGINEER) <br />ADDITIONAL HAND FRAMING AS REQUIRED <br />TYPICAL FASCIA CONSTRUCTION <br />2 PIECE PRE -FINISHED METAL FASCIA <br />TO MATCH ROOFING PANEL SYSTEM <br />OVER 2X- SUBFASCA <br />SEE SOFFIT DETAIL- <br />UPPER <br />ETAIL <br />1XG V -GROOVE SOFFIT w/ <br />TYPICAL ROOF VENTILATION AND INSULATION <br />-USE CONTINUOUSLY VENTED SOFFITS, 2" AIR <br />CHUTES AND RIDGE VENTS TO PROVIDE <br />CONTINUOUS AIR FLOW <br />- R-50 B.I.B. INSULATION OVER ALL HEATED SPACE <br />TYPICAL CEILING CONSTRUCTION <br />- 5/8" GYPSUM BOARD ON ALL CEILINGS <br />-VAULTS, SOFFITS $_: CEILING HEIGHTS AS SHOWN <br />ON ARCHITECTURAL DRAWINGS <br />-GARAGE CEILING SHALL BE 5/8" TYPE "X" GYPSUM <br />BOARD, TAPED, MUDDED, SANDED, PRIMED <br />AND PAINTED <br />TYPICAL WINDOW TRIM <br />SEE EXTERIOR ELEVATIONS AND TYPICAL <br />WINDOW DETAILS <br />TYPICAL WALL CONSTRUCTION <br />STUCCO WATER TABLE SYSTEM WITH DRAINAGE PLANE <br />PER EXTERIOR ELEVATIONS <br />- 2 -PLY GRADE -D BUILDING PAPER <br />m <br />-1/2" GDX SHEATHING <br />o - 2X6 STUDS LO 10" D.C. U.N.O. <br />ry W/ R-21"IN. INSULATION (OPEN CELL IGYNENE NORTHERN CLIMATE) <br />- HEADERS TO BE SIZED PER STRUCTURAL DRAWINGS <br />- CONTINUOUS BREATHABLE POLY VAPOR BARRIER <br />GRADE <br />SLOPE AWAY FROM <br />FIND 1/2" PER FT. FIRST 4' <br />PRESSURE TREATED 2x PLATE OVER SILL <br />GASKET (TYPICAL) SEE STRUCTURAL NOTES FOR <br />ANCHOR BOLT SIZING AND PLACE"ENT <br />TYPICAL FLOOR CONSTRUCTION: <br />- 3/4" TSG PLYWOOD SUBFLOOR GLUED $ <br />NAILED WITH RING -SHANK NAILS <br />- FLOOR FRAMING PER STURCTURAL DRAWINGS <br />-APPLY CLOSED CELL SPRAY FOAM <br />R-21 ALL RIMS INSULATION AFTER <br />ALL RIM PENETRATIONS ARE GO"PLETE <br />SLAB -ON -GRADE: <br />- 4" CONCRETE SLAB - SEE STURCTURAL DRAWINGS <br />FOR SLAB REINFORCEMENT SIZE AND SPACING <br />- 2" RIGID INSULATION <br />- TUFF -POLY #3 LAMINATED VAPOR BARRIER- SEAL <br />ALL EDGES <br />- 0" GOMPAGTED, WASHED ROCK DRAIN BED WITH <br />DRAIN TILE AND RADON VENTILATION <br />TYPICAL FOOTING AND DRAINAGE: <br />- SEE STRUCTURAL DRAWINGS FOR FOOTING SIZES <br />AND REINFORGE"ENT <br />- WATER PROOFING SYSTEM WITH FREE -DRAINING R-10 <br />DRAIN BOARD INSULATION (TUFF -N -DRI / WARM -N -DRI) 2 3/8" <br />- FOOTINGS TO SIT ON UNDISTURBED SOIL OR <br />GOMPAGTED GRANULAR FILL <br />- BOTTOM OF FOOTING TO BE BELOW FROST DEPTH <br />42" BELOW GRADE MIN. <br />- DRAIN TILE IN PEA ROGK BED W/ SILT CLOTH OVER <br />SLOPE TO SUMP BASKET OR DAYLIGHT <br />- WASHED ROGK BED UNDER LOWER LEVEL SLAB <br />DRAIN TO INTERIOR DRAIN TILE <br />- BAGKFILL FOUNDATION WITH FREE -DRAINING, COMPACTED <br />BAGKFILL GAP WITH POSITIVELY SLOPED CLAY (UNDER <br />TOPSOIL) <br />2-6" <br />TYP WALL SECTION @ STUCCO <br />3/8" = 1'-0" <br />DETAIL - SOFFIT - FROM BUILDING SECTION 01 - <br />1 1/2" = V-0" <br />STANDING SEAM ROOF <br />INSTALLED PER "FGR <br />5/8" ROOF SHEATHING <br />"J" HOOK <br />2x12 FASCIA BOARD <br />GUT TO MATCH ROOF <br />OVER 2x10 SUB-FASGIA <br />UPPER METAL FASCIA <br />TO "ATGH ROOF <br />COLOR <br />FASCIA CONNECTOR <br />2x12 FASCIA BOARD <br />OVER 2x12 SUB -FASCIA <br />LOWER METAL FASCIA <br />TO "ATGH ROOF <br />COLOR <br />DONT. INTEGRATE <br />LINNEAR SOFFIT VENT <br />3/4" V -GROOVE GEDAR <br />SOFFIT <br />METAL PANELS PER <br />"FGR. <br />BUILDING PAPER TO <br />OVERLAP "L" FLASHING <br />PITGHEN GAP FLASHING <br />TO MATGH EXTERIOR <br />METAL PANELS <br />"L" FLASHING WITH <br />HE"MED DRIP EDGE <br />10" EXTENSION UP <br />WALL "IN. <br />EFIS STUCCO <br />2" BEAD BOARD <br />LIQUID APPLIED <br />WATERPROOF BARRIER <br />WITH MESHED SEAMS <br />FLASHING BREAK AT <br />GRADE AS REQUIRED <br />BELOW GRADE STUCCO <br />2" TUFF -N -DRI <br />TUFF -N -DRI MEMBRANE <br />00 MILS WET THICKNESS <br />FOUNDATION WALL PER <br />PLAN <br />TRUSS DESIGN <br />BY SUPPLIER <br />DINING <br />ROOM <br />HDWD <br />OR <br />ENGINSFRED <br />SPORT <br />COURT <br />GYM FLOOR <br />TRUSS DESIGN <br />BY SUPPLIER <br />PPLIER <br />UPPER LEVEL T.P. <br />985'- 0" <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 />962'- 0" <br />TYPICAL WATER TABLE <br />0 <br />LOWER LEVEL <br />953'- 0" <br />SPORT COURT <br />SLAB <br />945'- 0" <br />STUD WALL PER PLAN <br />2x TREATED SILL PLATE <br />3/4" HARDWOOD <br />FLOORING <br />�— 3/4" TTG 5UBFLOOR <br />1/2 ANCHOR BOLT <br />1" RIGID INSULATION <br />CLOSED CELL SPRAY <br />FOAM INSULATION <br />2x TREATED SILL PLATE <br />sharra <br />cies <br />company <br />is I <br />464 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 OOURT 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 SEOTIONS <br />A13 BUILDING SEOTIONS <br />A14- BUILDING SEGTIONS <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 />pROJEGT TEAM <br />ARCH ITEGT <br />SHARRATT DESIGN GO"PANY <br />404 SECOND ST - SUITE 100 <br />EXCELSIOR, MN 55331 <br />CONTACT: MIKE SHARRATT / NICHOLAS COWAN <br />STRUGTURAL 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 KRAE"ER 5, SONS, INC <br />4300 LINCOLN DRIVE <br />EDINA, MN 55430 <br />JEFF KRAE"ER -.952-335-3100 <br />ISSUED FOR <br />ISSUE DATE <br />�L <br />w <br />0 <br />w <br />Z <br />w-1 <br />SL <br />Q <br />m <br />Ci <br />O <br />U <br />U <br />W <br />N <br />m <br />I- <br />5 <br />u <br />T_ <br />Z <br />Q <br />� <br />Z <br />O <br />v <br />Z= <br />Ov <br />X <br />O <br />05/19/17 <br />X <br />07/24/17 <br />X <br />08/30/17 <br />X <br />1/2 ANCHOR BOLT <br />PROPOSED NEW HOME FOR: <br />HENNEN <br />HOME <br />2(325 KELLY AVENUE <br />ORONO, I -IN <br />SHEET <br />— FUR OUT WALL PER PLANA15 <br />LEGAL NOTICE <br />THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED <br />WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN AND <br />COMPANY, U.C. <br />c COPYRIGHT 2016 SHARRATT DESIGN s£ COMPANY LLC. <br />
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