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0 <br />►l <br />o co <br />N <br />ro <br />O <br />m <br />• <br />.l <br />Hi'�t___ DRA{LS <br />Continuous grippable handrails <br />req'd. 34' - 38" high. 1-1 A" - 2» dig. I <br />No CIO_ <br />than 1-112° to wall <br />Retum end; toRtali or PCst. <br />p STAIRS <br />7 3/4A MAX. RISER 10" MIN, TREAD <br />6'-8" MIN. HEADROOM <br />AT LEAST ONE HANDRAIL REQUIRED <br />GUARDRAIL OPI N SIDES <br />Carbon monoxide detector <br />required within 10 ft. of <br />all sleeping rooms. <br />BEDROOM WINDOWS <br />FIRE EXIT REQUIREU <br />20" MIN. CLEAR. WIDTH <br />24" I' Nf '4. OLEO°" -,R HEIGHT <br />5.7 SO. F-I.F. MIN OPENING <br />44" MPX . 'rl_ HEIGHT <br />SOUND - <br />SMOKE DETECTOR CONNECTED TO A SOUND- <br />iNG DE OR OTHER DETECTOR AUDtiSLE 1N <br />Risers SLEEPING AREAS. MUST 8E WtFt D. <br />Stailwa are rr fitted, provided <br />{open risers Pe <br />the opening ; ,etweer� treads does nat <br />�" dig. sph-:re. <br />permit passage of a <br />WINDOW FALL PROTECTION SHALL BE <br />1 2 PROVIDED IN ACCORDANCE WITH IRC <br />AB 'SECTION R312.2.1 AND 312.2.2. <br />4-0- 4" <br />4'-6' I, 1T-0" <br />0_3" <br />UPPER LEVEL PLAN <br />O 2 4' 8' <br />z �IGA3771 ET R.I. FUTURE TUB z <br />Z Z <br />n� a <br />O O <br />r <br />8-0" 8'-O" r 5'-5" 3'-8" 5'-5" <br />2, 9C 16'-O' , 2'-3" , 14'-6" <br />FLOOR PLAN DIMENSIONING GUI <br />GENERAL NOTE -1/2" INTERIOR DRYWALL SHEATHING IS <br />EXCELSIOR, MN 55331 info@sharrattdesign.com <br />USED IN EXAMPLE BELOW <br />Sur -1 <br />EXISTING SURVEY <br />EXTERIOR FACE OF CONCRETE FOUNDATION TO <br />PROPOSED SURVEY <br />AO <br />CL OF OPENING <br />Al <br />SITE PLAN <br />EXTERIOR FACE OF CONCRETE FOUNDATION WALL TO <br />LOWER LEVEL PLAN <br />A3 <br />FACE OF FURRED GYP. <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 />. " <br />r-ouNvAloN WALL— <br />FACE OF GYP. BD TO <br />All <br />DETAILS <br />Sl <br />' <br />52 <br />STRUCTURAL PLANS <br />FACE OF GYP. BD <br />' <br />41/2" <br />61/2"(USING1/2' GYP. WALL SHEATHING) <br />10 <br />01 <br />FACE OF GYP. BD TO <br />3 <br />EXTERIOR FACE OF SHEATHING <br />6 <br />a <br />(OR FOUNDATION WALL) <br />ISSUE DATE <br />FACE OF GYP. BD. TO <br />d <br />10/20/17 <br />AMEN <br />CL OF OPENING <br />0 <br />2' - 3 1/4° <br />1�j <br />0 <br />(1/2" GYP. WALL SHEATHING) <br />• - <br />L-__ <br />BEEN0 <br />t FACE OF GYP. BD TO <br />FACE OF GYP. BD <br />O" <br />11/04/17 <br />3'- 0° (CLEAR DIMENSION) <br />10 <br />MEMO <br />7 - O <br />EXTERIOR FACE OF SHEATHING TO <br />CL OF INTERIOR WALL <br />0 <br />EXTERIOR FACE OF SHEATHING TO <br />12/13/17 <br />EXTERIOR FACE OF SHEATHING <br />shat <br />company <br />KM <br />F z H <br />464 SECOND STREET PHONE: 952-470-9750 <br />SUITE 100 FAX: 952-767-5859 <br />EXCELSIOR, MN 55331 info@sharrattdesign.com <br />5HEE7- INDEX <br />Sur -1 <br />EXISTING SURVEY <br />Sur -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 />Sl <br />STRUCTURAL PLANS <br />52 <br />STRUCTURAL PLANS <br />l9 <br />PROVIDE ROOF AND FLOOR TRUSS <br />SPECIFICATIONS ON-SITE <br />m <br />PROJECT TEAM <br />m <br />ARCHITECT <br />cn 6) 0 <br />O <br />m <br />N <br />nl <br />7COb O <br />m <br />TRUE <br />1) <br />GENERAL FLOOR PLAN_NOTE5: <br />- ALL WALLS TO BE BID AS 1/2" DRYWALL WITH LEVEL 4 SMOOTH -SANDED FINISH <br />SEE BUILDER SPECIFICATIONS. <br />- ALL CEILINGS TO BE BID AS 5/8" DRYWALL WITH LEVEL 5 FINISH UNLESS NOTED <br />SEE BUILDER SPECIFICATIONS. <br />- G.G. TO COORDINATE DOOR THRESHOLD OPTIONS/SIZES AND SHOWER CURB <br />HEIGHTS WITH OWNERS $ DISCUSS A.D.A. AND MATERIALS. BID STANDARD SILLS <br />AND THRESHOLDS. <br />- VERIFY WITH OWNER ACOUSTIC WALL PARTITIONS (BATT INSUL.) BETWEEN <br />PUBLIC AND PRIVATE SPACES, AROUND BATHROOMS, AND AROUND BEDROOMS. <br />ACOUSTICALLY INSULATE ALL DRAIN LINES � SUMP LINES (INCLUDE IN BASE BID). <br />VERIFY WITH OWNER LOCATIONS FOR NET $ BLOWN CEILINGS. SEE ALTERNATES. <br />-STAIRS TO UPPER LEVEL- CURB -TO -WALL CARPETING ON TREADS, RISERS AND <br />LANDINGS/ PANTED SPINDLES / STAINED HANDRAIL CAP / PAINTED NEWELS / <br />SOLID WALL BELOW STAIRS FROM ML TO UNDERSIDE OF STAIRS <br />-STAIRS TO LOWER LEVEL = WALL-TO-WALL AND CURB -TO -WALL CARPETING ON <br />TREADS, RISERS AND LANDINGS / PAINTED SPINDLES WHERE REQUIRED/ STAINED <br />HANDRAIL CAP / PAINTED NEWEL <br />- STANDARD FORCED AR HEATING AND COOLING, TYP <br />- PANT GRADE CABINETRY INCLUDES: FOYER, KITCHEN, GREAT ROOM, MUDROOM. <br />ALL BATHROOMS AND LAUNDRY ROOM. VERIFY ALL CABINET FINISHES WITH <br />OWNER. GLAZING IN CABINETRY DOORS TO BE SEEDED GLASS. <br />CLOSET ORGANIZATION SYSTEM (C.O.S.) INCLUDES: PANTRY AND ALL WALK IN <br />CLOSETS (W.I.C.) <br />-COUNTERTOPS: GRANITE WITH LEATHERED FINISH (UNLESS NOTED OTHERWISE) <br />-INTERIOR TRIM: SEE TYPICAL INTERIOR WINDOW AND DOOR TRIM DETAIL <br />- INSULATION R -VALUES, VAPOR RETARDERS, FOOTING DEPTHS, DRAIN TILE AND <br />WATERPROOFING, DRAINAGE PLANES, FRAMING HEIGHT ABOVE GRADE, AND <br />ROOF VENTILATION TO MEET OR EXCEED APPLICABLE CODE REQUIREMENTS. <br />COORDINATE BUILDING TECHNOL-OGY WITH LOCAL INSPECTORS. CONSTRUCTION <br />QUALf1Y TO BE COMMENSURATE WITH HIGH-END CUSTOM HOME CONSTRUCTION. <br />FOR BIDDING, ASSUME FIBERGLASS BATT WALL INSULATION, BLOWN -IN <br />FIBERGLASS CEILING INSULATION, VAPOR BARRIERS CAULKED � TAPED AS <br />REQUIRED, OSB WALL AND ROOF SHEATHING, LP 450 SUBFLOORS, AND <br />WATCHDOG WATER -PROOFING AND DRAN-BOARD INSULATION. SEE <br />SPECIFICATION ALTERNATES. <br />- ON -SATE ENAMEL AND STAIN FINISHES RECOMMENDED. <br />- PROVIDE SAMPLES FOR OWR REVIEW AND APPROVAL. <br />-FURNITURE SHOWN FOR REFc2ENCE ONLY. N.I.G. <br />FINISI-=D AREA <br />LOWER LEVE_ 822 SF <br />MAN _EVEL 1123 5F <br />UPPER LEVEL 1165 SF <br />TDTAL Al 3110 5F <br />SHARRATT DESIGN �_ COMPANY <br />CONTACT. MIKE SHARRATT <br />PHONE: (952) 470-9750 <br />EMAIL: msharratt@sharrattdesign.com <br />STRUCTURAL ENGINEER <br />LARSON ASSOCIATES, INC. <br />CONTACT: JED LAP -SON <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 />EMAL: jim@everlastenterprises.com <br />wMawwo N-07 <br />t <br />• <br />• <br />• <br />ISSUE DATE <br />10/20/17 <br />AMEN <br />0 <br />0 <br />• - <br />BEEN0 <br />11/04/17 <br />MEMO <br />0 <br />12/13/17 <br />MEN <br />M <br />12/22/1-7 <br />MEM <br />No <br />MMM <br />ME <br />• _ <br />ONE <br />©0 <br />No <br />BEEN <br />• 4 <br />MEN <br />MEN <br />• - _ <br />ON <br />■ <br />© <br />M�� <br />No00M <br />■■ <br />M <br />PROPOSED DESIGN FOR: <br />WEBBER <br />HOME <br />2635 Casco Point Rd <br />Wayzata, MN 55391 <br />SHEET <br />A4 <br />I _F_ AI NOTICE - <br />THESE DOCUMENTS SHALL NOT BE REPRODUCED OR <br />REDISTRIBUTED WITH OUT EXPRESSED WRITTEN <br />CONSENT OF SHARRATT DESIGN $ COMPANY, LLC. <br />OC COPYRIGHT 2018 5HARRATT DESIGN <br />COMPANY LLG. <br />