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Home My WebLink About2018-00455 - adv plan review CITY OF ORONO 111 111 I I 111111I1 11111111E * 2750 KELLEY PARKWAY * 2 18 - 004 5 DATE ISSUED: 04/12/22 018 ORONO,MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 2635 CASCO POINT RD PIN : 20-117-23-24-0031 LEGAL DESC : SPRING PARK : LOT 140 BLOCK 000 PERMIT TYPE : ADVANCED PLAN REVIEW PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADVANCED PLAN REVIEW VALUATION : $ 650,000.00 NOTE: PLEASE FILL IN THE FOLLOWING: VALUATION OF PERMIT:$650,000.00 TYPE OF PERMIT THIS PAYMENT IS FOR: NEW SINGLE FAMILY DWELLING PERMIT#THIS PRE-PAYMENT IS TIED TO:2018-00456 APPLICANT ADVANCED PLAN REVIEW 2,871.32 EVERLAST ENTERPRISES INC. TOTAL 2,871.32 Payment(s) 4109 NORTH SHORE DR MOUND,MN 55364- CHECK 7007 2,871.32 (952)472-7287 Minnesota State License#:BUIL-BC591566 OWNER REDMOND WEBBER,PATRICIA 15161 TECHNOLOGY DRIVE EDEN PRAIRIE,MN 55344- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. Applicant Permitee Signature Date Issued By ature Dat (� _100 Year Flood ( i " Elevation �, A. 0a 1 ' Present _ I / .s 12 BIRCIt Shoreline �" / �� ( � � at o � 8 APPLE O.H. WL.-I �_90J9?-` CS F /? v \ SCh Ta 3/ , -J� Certificate o o \ a � \ S SCJ SJR\ 0-9 92\ , \ oyj\ Edge of �m \ S _•••Bituminous %• Driveway \� J64 Quo 9,>4! 6,5 951.63 A/ 4, °`,na \ c°pp�q / ,7 `t 0 C v� oz p�1 Son. MH Rim = 950.73 U ZU 4U Feet EXISTING HARDCOVER CALCULA TIONS: LEGEND 11,472E - 948 --- denotes Existing Contour 948.00 X denotes Existing Spot Elevation FF=949.99 denotes Finished Floor Elevation © denotes Gas Meter 32 denotes Electrical Meter Ac denotes Air Conditioner Unit ❑T denotes Telephone Pedestal -0 denotes Power Pole Wv D4 denotes Wafer Valve 24.4 denotes Water Shutoff Valve Qs denotes Sanitary Manhole Ef denotes Catch Basin 0 denotes Deciduous Tree denotes Coniferous Tree OHE denotes Overhead Electric Line X denotes Fence Line — — — denotes Building Setback Line Fron It = 30' Side = 7.5' EXISTING HARDCOVER CALCULA TIONS: Lot 139 AREA TO OHWL = 11,472E S.F. AREA House 1,299 S. F. Garage 739 S.F. Concrete Pad 32 S.F. Concrete Patio 581 S.F. Wood Stoop 24 S.F. Paver Walkway 123 S.F. TO TAL 2799 S. F. % HARDCOVER 24.4 q Property Description: EXISTING HARDCOVER CALCULATIONS. Lot 140 AREA TO OHWL = 11,807. S F. AREA House 1,641 S.F. Garage 588 S. F. Bituminous Driveway 917 S.F. Concrete Walkway 567 S.F. Wood Steps 85 S F. Concrete Patio 696 S F. TOTAL 4493 S.F. 9 HARDCOVER 38.1 9 Lot 139 and 140, SPRING PARK, Hennepin County, Minnesota, according to the recorded plot thereof. Certificate o f Survey on L o tS 139 and 1 hereby certify that this survey, plan, or Requested By.' report was prepared by me or under my • denotes iron monument found www. ottoassociates. com 140, SPRING PARK, Hennepin County, direct supervision and that I am a duly O denotes 7/2 inch by 74 inch iron pipe Minnesota Licensed Land Surveyor under the laws Patt Cavanaugh 9 West Division Street set and marked by License #40062 of the State of Minnesota. TTO Buffalo, MN 55313 0 denotes P.K. nail set f �y� Date: Drawn By: Scale: Checked By. (763)682-4727 Revised: �G UFax (763)682-3522 9-22-17 — Hardcover Calculations — S.O.S. . SSOCiATEES Paul E. Otto 9-18-17 S.O.S. 1 n -20 P.E.O. Project No. License #40062 Date: 9-22-17 Engineers & Land Surveyors, Inc. 17-0457 Reviewed for Code- ComPliance City of Orono Date Reviewer E OOR TEST TO BE PERFORMED ARTY PER IRC ENERGY 02.4. AIR LEAKAGE TEST TO BE PERFORMED PER IRC ENERGY SECTION 403.2.2 FOR ALL DUCTWORK LOCATED OUTSIDE- OF THE BUILDING THERMAL ENVELOPE. ENERGY COMPLIANCE BUILDING CERTIFICATE SHALL BE COMPLCTED AND POSTED ON/OR IN ELECTP1]1 'A.L PANEL AT TIME OF FINAL INS 101 N 0 T C E CERTIFICATE OF OCCUPANCY MUST BE OBTAINED BEFORE BUILDING IS OCCUPIED PERM!` WILL EY, " E IFWORK 'IS STARTED 14111THIN J 80 DAYS OR SUSPENDED FOR 180 DA*S IF iFW CONSTRUCTION, ONIONS OR `O 4ING MUST BE CORRECTED UPON NOTICE any of Orono Planning & Zoning Plan Review _ Site Plan Review Date: -!x"''11 �ROVED REVISIONS (see notes) U APPPPROVED VCN ® DENIED r (_- staff: RECEIVED MAY 0-2 2016 I 100 Yeor Flood I /'Elevotion l AREA denotes House 1,641 S.F. Garage 588 S. F. Bituminous Driveway 917 S. F. 1ON,00 567 �^ Wood Steps 85 S. F. Concrete Patio 696 S. F. TOTAL 4494 denotes 90 HARDCOVER 38.1 9 Air Conditioner Unit 67 Present r �" ��Q� c' v) q ,c 1 ""BIRC Shoreline- Power Pole 8 'fLE denotes Water Valve O. H. WL. -111 vi denotes Water Shutoff Volve Qs denotes \ \ J Proposed Survey on Lot 140, SPRING PARK, Hennepin County, Minnesota Revised., 4-4-18 - Hordcover Colculofions - SO -S. 5-1-18 - Revise per City Review - T J.B. �Q g.. -7 .., ,,-Wood oo Concrete cid Z', 8 'A SI I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that l am a duly Licensed Land Surveyor under the laws of the /Sjtate of Minnesota. ;zth Paul E. Otto License #40062 Date: 5-1-18 N Patt Date: Drawn By. Scale: Checked By. - 9 -18-17 S.O.S. 1 "=20' P.E.O. DIRECTION OF I RUNOFF FLOW o F z — �Nw 6"� Nam MIN - W 5' MIN. LENGTH POST AT 4' MAX. SPACING GEOTEXTILE FABRIC STRAW OR WOOD FIBER 6"- 7" DIA, SIOROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL REDUNDANT SILT FENCE DETAIL SFB SnB-DENOTES SILT FENCE W/ BIOROLL EXISTING HARDCOVER CALCULATIONS. Lot 140 AREA TO OHWL = 11,807E S.F, ' / / ch c l N Patt Date: Drawn By. Scale: Checked By. - 9 -18-17 S.O.S. 1 "=20' P.E.O. DIRECTION OF I RUNOFF FLOW o F z — �Nw 6"� Nam MIN - W 5' MIN. LENGTH POST AT 4' MAX. SPACING GEOTEXTILE FABRIC STRAW OR WOOD FIBER 6"- 7" DIA, SIOROLL ENCLOSED IN PLASTIC OR POLYESTER NETTING FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL REDUNDANT SILT FENCE DETAIL SFB SnB-DENOTES SILT FENCE W/ BIOROLL EXISTING HARDCOVER CALCULATIONS. Lot 140 AREA TO OHWL = 11,807E S.F, denotes Proposed Contour AREA denotes House 1,641 S.F. Garage 588 S. F. Bituminous Driveway 917 S. F. Concrete Walkway 567 S. F. Wood Steps 85 S. F. Concrete Patio 696 S. F. TOTAL 4494 denotes 90 HARDCOVER 38.1 9 TTO SSOCIATES 0LU 4U Feet Proposed Devotions: Top of Poured Wall = 951.92 Garage Floor = 951,83 Basement Floor = 942.0 PROPOSED HARDCOVER CALCULA TIONS: LEGEND 11,807ES.F, 1010 denotes Proposed Contour 10t7.5 X denotes Proposed Spot Elevation —w— denotes Proposed Drainage 8 -- denotes Existing Contour 948,00 denotes Existing Spot Elevation FF=949.9.9 denotes Finished Floor Elevation TF=95t.92 denotes Top of Foundation Elevation © denotes Gas Meter (D denotes Electrical Meter AC denotes Air Conditioner Unit 67 denotes Telephone Pedestal 2889 denotes Power Pole 24.5 denotes Water Valve denotes Water Shutoff Volve Qs denotes Sanitary Manhole €+?l denotes Catch Basin denotes Deciduous Tree denotes Coniferous Tree OHE denotes Overhead Electric Line denotes Fence Line X — — — denotes Building Setback Line Fron t = 15' Side = 7.5' Lake = 75' Proposed Devotions: Top of Poured Wall = 951.92 Garage Floor = 951,83 Basement Floor = 942.0 PROPOSED HARDCOVER CALCULA TIONS: Lot 140 AREA TO OHWL = 11,807ES.F, AREA Proposed House 1, 636 S. F. Proposed Flagstone Patio 79 S. F. Proposed Deck 90 S. F. Proposed Deck/Stairs 138 S.F, Proposed Asphalt Driveway 663 S F. Proposed Front Paver Walk 72 S. F. Proposed Stone Steps 30 S. F. Proposed Screened Porch 114 S. F. Proposed Fron t Porch 67 S. F, TO TAL 2889 S. F. 9 HARDCOVER 24.5 % Property Description: Lot 140, SPRING PARK, Hennepin County, Minnesota, according to the recorded plat thereof. • denotes iron monument found www.ottoassociates.com O denotes 1/2 inch by 14 inch iron pipe 9 West Division Street set and marked by License #40062 Buffalo, MN 55313 A denotes P.K. nail set (763)682-4727 Fax: (763)682-3522 Engineers & Land Surveyors, Inc. Project No. 17-0457 U NEN GON5TRUGTION GENERA!.. NOTE5• 1. SHARRATT DESIGN (5, COMPANY (SDRC) MAKES NO WARRANTY AS TO THE EXACT CONDITIONS TO BE ENCOUNTERED ONSITE. THESE DRAWINGS ARE PROVIDED TO DELINEATE THE DESIGN INTENT ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SUB -CONTRACTORS TO PERFORM FIELD INVESTIGATION BEFORE UNDERTAKING ANY DEMOLITION OR RECONSTRUCTION ACTIVITY. 2. THE DEMOLITION NOTES AS SHOWN IN THESE DRAWINGS GENERALLY OUTLINE VARIOUS ITEMS OF DEMOLITION WORK. IT IS NOT TO BE CONSTRUED AS ALL INCLUSIVE OF ALL CUTTING, DEMOLITION OF FINISHES, POSSIBLE ASBESTOS ABATEMENT, WELL CAPPING, ETC.. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY ADDITIONAL DETAILS REQUIRED FOR CONSTRUCTION. SHARRATT DESIGN �_ COMPANY RECOMMENDS STRUCTURAL ENGINEERING ON ALL PROJECTS, IF NO ENGINEERING IS PROVIDED, GENERAL CONTRACTOR TO INCLUDE ALLOWANCE FOR STRUCTURAL ENGINEERING IN BID, AND TO COORDINATE ENGINEERING WITH THERMAL, MOISTURE, AND BULK WATER ENVELOPES, OR TO WORK WITH SDRC TO COORDINATE ONCE ENGINEERING IS RECEIVED. 4. WARRANTIES SHALL BE IN ACCORDANCE WITH STATE MINIMUM STANDARDS OR GREATER, REGISTERED BUILDER PROGRAMS AND/OR PRODUCT WARRANTIES. LIABILITY AND WORKER'S COMPENSATION CERTIFICATE OF INSURANCE WILL BE REQUIRED FROM ALL SUBCONTRACTORS. 5. G.G. AND ALL SUB -CONTRACTORS SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS BY VISITING THE SITE PRIOR TO SUBMITTING THEIR PROPOSALS. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS TO VERIFY AND COORDINATE ALL CONDITIONS AND DIMENSIONS PRIOR TO WORK THROUGH THE ENTIRE BUILDING PROCESS. G.G. TO CONTACT GOPHER ONE TO VERIFY LOCATIONS OF ALL UNDERGROUND ELECTRICAL, UTILITIES, SEWER, GABLE, GAS, ETC. PRIOR- TO RIORTO COMMENCING WORK. IMMEDIATELY REPORT AND/OR REVIEW ALL QUESTIONS, DISCREPANCIES AND CONDITIONS WITH THE OWNER/ARCHITECT PRIOR TO PROCEEDING WITH WORK. �o. ALL CONSTRUCTION AND/OR MATERIALS AS INDICATED SHALL BE AT OR ABOVE INDUSTRY STANDARDS FOR SIMILAR CUSTOM RESIDENTIAL CONSTRUCTION. 7. ALL CONSTRUCTION WORK SHALL CONFORM TO ALL APPLICABLE CODES. 8. ALL SURVEY DATA, SOIL DATA, MECHANICAL, ELECTRICAL, AND STRUCTURAL ENGINEERING OF SYSTEMS, SIZES AND LAYOUTS (INCLUDING TRUSS, FRAMING, AND GIRDER [DESIGN) SHALL BE BY THE RESPECTIVE SUBCONTRACTOR AND/OR SUPPLIER OF THOSE SYSTEMS OR BY OTHER NECESSARY CONSULTANTS AND SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. INFORMATION SHOWN IN REGARD TO THESE CONCERNS IS ONLY DIAGRAMMATIC AND IS INTENDED TO PROVIDE AN INDICATION OF THE DESIGN INTENT ONLY. USE OF CONSULTANT DATA BY SDRC DOES NOT INFER OR ENDORSE THE ACCURACY OF THE DATA. EACH CONSULTANT AND CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTNESS AND ACCURACY OF DATA SUPPLIED BY THE RESPECTIVE CONSULTANT AND/OR CONTRACTOR. 9. GENERAL CONTRACTOR SHALL COORDINATE AND SITE THE BUILDING ON THE OWNER'S LEGAL SURVEY. GENERAL CONTRACTOR TO NOTIFY OWNER AND/OR ARCHITECT OF ANY DISCOVERED DISGREPANCIES PRIOR TO ANY SITE WORK- 10. ORK 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND BRACING AND FOR ALL TEMPORARY FACILITIES 6,: SERVICES, INCLUDING BUT NOT LIMITED TO POWER, WATER, TELEPHONE, FAX, SANITATION FACILITIES AND FIRE FIGHTING EQUIPMENT. 11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED EROSION CONTROL MEASURES AND ANY SPECIFIC, ENVIRONMENTAL IMPACT ISSUES ARISING FROM CONSTRUCTION ON THE SITE. 12. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN FIRST -GLASS CONDITION DURING THE PROJECT. ALL WASTE AND DEBRIS SHALL PROMPTLY BE REMOVED. CONSIDERATION SHALL BE GIVEN TO MATERIAL STORAGE ON THE SITE AND ITS IMPACT ON ADJOINING NEIGHBORS. 13. GENERAL CONTRACTOR SHALL PROVIDE FINAL CLEANING OF ALL INTERIOR AND EXTERIOR SURFACES. ALL TRANSPARENT MATERIALS ARE TO BE LEFT IN A POLISHED CONDITION. REMOVE ALL LABELS THAT ARE NOT INTENDED TO REMAIN AS PERMANENT INSTRUCTION INFORMATION. 14. GENERAL CONTRACTOR SHALL PROVIDE INSTRUCTIONS TO THE OWNER PERTAINING TO OPERATION AND MAINTENANCE OF MECHANICAL AND ELECTRICAL EQUIPMENT. COMPILE AND FORWARD TO THE OWNER ALL MAINTENANCE AND OPERATIONS DATA AND WARRANTIES IN THE FORM OF A WELL -ORGANIZED OWNER'S NOTEBOOK. AFTER PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS ARE COMPLETED, BUT BEFORE INSULATION IS INSTALLED, GENERAL CONTRACTOR TO DOCUMENT CONDITIONS THAT WILL BE HIDDEN IN THE FINISHED HOME, AND/OR NOTIFY THE OWNER/ARGHITEGT TO DOCUMENT CONDITIONS THAT WILL BE HIDDEN IN THE FINISHED HOME, INCLUDING PLUMBING SUPPLIES, PLUMBING VENT LINES, SEWER LINES, SUMP LINES AND VENTS, HVAC TRUNKS AND DUCTS, ELECTRICAL RUNS, MAJOR BEAMS AND GIRDER TRUSSES, HEADERS, UNUSUAL OR ATYPICAL CONDITIONS, ETC,. 15. ROOF TRUSS ENGINEERING AND DESIGN TO BE PROVIDED BY TRUSS SUPPLIER. TRUSS SUPPLIER TO FIELD -VERIFY ALL FRAMED DIMENSIONS AND CONDITIONS PRIOR TO TRUSS FABRICATION. TRUSS SUPPLIER TO COORDINATE FINAL TRUSS SOLUTION WITH PROJECT STRUCTURAL ENGINEER AND GENERAL CONTRACTOR. TRUSS SUPPLIER TO COORDINATE TRUSS DESIGN WITH ENERGY HEEL REQUIREMENTS. 10. ALL WINDOW DESIGNATIONS ARE FOR MARVIN INTEGRITY WINDOWS, SIMILAR WINDOWS FROM ALTERNATE MANUFACTURERS MAY BE PRICED. CONTRACTOR TO MATCH SPECIFIED WINDOW SIZES AND MATERIALS AS CLOSELY AS POSSIBLE - ANY SUBSTITUTED WINDOWS TO BE AT LEAST AS LARGE AS WINDOWS SPECIFIED. WINDOWS SPECIFIED ARE EITHER PRE -FINISHED METAL WINDOWS WITH WOOD INTERIORS, OR PULTRUDED (10 CONTD) FIBERGLASS WINDOWS (WOOD AND/OR PULTRUDED FIBERGLASS INTERIORS TO BE COORDINATED WITH CLIENT AND SPECIFIC MOISTURE REQUIREMENTS OF INTERIOR SPACE) WITH DOUBLE -PANE, "LOW -E" INSULATED GLASS, STANDARD PREFINISHED COLOR, AND STANDARD HARDWARE FINISH AS SELECTED BY OWNER. WINDOWS TO MATCH SIZES AND SPECIFICATIONS TO THOSE INDICATED ON THE PLAN UNLESS OWNER AGREES OTHERWISE IN WRITING. WINDOW MANUFACTURER SHALL SUBMIT WINDOW SCHEDULE AND SHOP DRAWINGS OF ALL CUSTOM WINDOWS AND DOORS FOR G.G. 4-: OWNER REVIEW PRIOR TO FABRICATION. GENERAL CONTRACTOR AND WINDOW SUPPLIER TO CONFIRM TEMPERED GLASS LOCATIONS, HARDWARE FINISH, PATIO DOOR THRESHOLD DESIGN (A.D.A. VS. STANDARD, ETC.), EGRESS AND VENT WINDOW REQUIREMENTS, LITE PATTERNS, SIMULATED DIVIDED LITE SIZES AND DESIGN (INTERIOR SDL, EXTERIOR SDL, SPACER BAR LOCATIONS, REMOVABLE GRIDS), WINDOW SIZES, WINDOW OPERATION, JAMB SIZES, EXTENSION JAMBS, ETC,. W/OWNER. 17. CABINET DRAWINGS IN THESE DRAWINGS ARE NOT CABINET SHOP DRAWINGS, BUT DEPICT DESIGN INTENT ONLY. CABINET MANUFACTURER TO COORDINATE FINAL CABINET DESIGN WITH AS -BUILT DIMENSIONS (FIELD -VERIFY), WITH FIELD CHANGES MADE DURING CONSTRUCTION, WITH FINAL MILLWORK PROFILES, WITH FINAL COUNTERTOP THICKNESS AND DESIGNS, AND WITH FINAL APPLIANCE AND FIXTURE SELECTIONS. CABINET MAKER TO VERIFY END PANEL DESIGNS AND CABINET CLEARANCES WITH OWNER PRIOR TO CABINET FABRICATION. CABINET MAKER TO MEET WITH OWNERS TO DISCUSS AND VERIFY ALL DRAWER AND CABINET DIVISIONS AND USES - INCLUDING PULLOUT LOCATIONS, SPICE PARTITION LOCATIONS, LAZY SUSAN LOCATIONS, CUTTING BOARD LOCATIONS, COST RAMIFICATIONS, HARDWARE TYPES AND QUALITY, AND ANY OTHER SUGGESTIONS THE CABINET MAKER AND/OR OWNER MAY HAVE FOR MAXIMIZING CABINETRY EFFICIENCY AND EASE OF USE. ALSO CONFIRM QUANTITIES AND OPERATION FOR HINGES / DRAWER GLIDES, KNOBS, AND PULLS. SUBCONTRAGTORS TO REFER TO APPROVED CABINET SHOP DRAWINGS PRIOR TO ROUGH FRAMING FOR CABINETS/BUILT-INS, REPORT ANY DISCREPANCIES TO G.G., OWNER AND CABINET MAKER PRIOR TO PROCEEDING WITH WORK. 18. GENERAL CONTRACTOR TO COORDINATE OWNERS REVIEW AND APPROVAL OF SAMPLES OF ALL INTERIOR AND EXTERIOR FINISH MATERIALS, INCLUDING PROFILES, SIZES, SPECIES, MORTAR AND GROUT COLORS, JOINT SIZES, FINISHES AND COLORS PRIOR TO ORDERING OF SAME. SAMPLES SHALL BE PROVIDED ON-SITE WHEN OWNER DEEMS NECESSARY, AND IN SIZE LARGE ENOUGH TO SEE IN THE FINAL SPACE (E.G. 4'X4' WALL PAINT SAMPLES, AND STAINED AND FINISHED 3 -BOARD WOOD FLOOR SAMPLES). G.G. TO COORDINATE OWNERS' REVIEW AND APPROVAL OF MOCKUPS OF ALL INTERIOR AND EXTERIOR CASINGS, TRIM, NEWELS, AND RAILINGS PRIOR TO CONTRACTOR ORDERING OF SAME (ON SITE WHEN OWNER DEEMS NECESSARY). OWNER TO REVIEW AND APPROVE FULL-SIZE MOCKUPS OF ALL STONE ON SITE, INCLUDING STONE SIZE �_: SPECIES, MORTAR JOINT SIZE, MORTAR COLOR. STONE STALKING, GAP SPECIES AND SIZE, AND ANY PROTECTIVE COATINGS TO BE APPLIED (SILOXANE, ETC.). STONE SAMPLES SHALL BE DISPLAYED ALONGSIDE RELEVANT INTERIOR AND EXTERIOR FINISH MATERIALS, AS REQUIRED FOR FINAL COLOR PALLET COORDINATION. O.C. TO GOORDDNATE OWNER'S COUNTERTOP SELECTIONS, AND SHALL VERIFY THAT NATURAL STONE SLABS THAT OWNER SELECTS ARE PROPERLY STORED, AND USED IN THE FINAL PROJECT. 10. DIMENSIONS LOCATING EXTERIOR WALLS ARE TO THE EXTERIOR =ACE OF SHEATHING AND/OR FACE OF FOUNDATION WALLS, UNLESS NOTED OTHERWISE. DIMENSIONS ;GATING INTERIOR WALLS ARE TO CENTERLINE OF STUD, UNLESS NOTED OTHERWISE. DIMENSIONS LOCATING DOORS AND WINDOWS ARE TO CENTERLINE OF OPENING, UNLESS NOTED OTHERWISE. SEE DIMENSIONS KEYS ON ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 20. ALL .X`={ OR `� _ ---�_ 3E 2xG AS PER BUILDING SECTIONS, U.N.O. A 8= -�.< \G `� �._� . ..B \0 WALLS, AND WALLS WITH POCKET DOORS -O B= 2xc _-_-\3—<_,-TION, U.N.O. VERIFY POTENTIAL 2x6 ACG -S- WITH OWNER. ALL OTHER WALLS TO BE 2x-= CC\=--{JGTIO\ -✓ -- �`\`SS SHOWN ON ARCHITECTURAL AND STR_C { Z.RA1\ \ �.\.O. HEADERS SHALL BE SIZED PER STRUCT < PANS, -'-:Z \.ATED WITH STRUCTURAL ENGINEER AND/OR -<.:SS AND I PPLIER. 21. PRO\. ::�E ACOUSTIC INSULATION AND PARTITIONS PER ARCHITECTURAL DOCUMENTS (SEE SPEC. ALTERNATES AND DRAWINGS). CONTRACTOR TO VERIFY ACOUSTIC INSULATION LOCATIONS W/OWNER PRIOR TO ISSUING SWORN CONSTRUCTION STATEMENT, AND AGAIN PRIOR TO VAPOR BARRIER $ DRYWALL INSTALLATION. ACOUSTIC CONSIDERATION TO BE GIVEN TO HVAC DUCT LAYOUTS AND PLUMBING LOCAT`.ONS, AND ACOUSTIC DAMPENING TO BE PROVIDED TO HVAC SYSTE"I AND PLUMBING WASTE STACKS AS REQUIRED TO MINIMIZE SOUND TRANSMISSION. 22. PLUMBING ROUGH -IN DIMENSIONS ARE PROVIDED FOR REFERENCE ONLY. ALL PLUMBING DIMENS►ONS ARE TO BE COORDINATED BY THE GENERAL CONTRACTOR AND/OR PLUMBING SUBCONTRACTOR WITH SPECIFIC FIXTURE SELECTIONS AND FINAL CABINET DESIGN. ALL FLOOR DRAINS CONNECTED TO SANITARY SEWER TO HAVE BACK-FLOW PREVENTERS INSTALLED. 23. MECHANICAL EQUIPMENT � CONTROL LOCATIONS TO BE VERIFIED WITH OWNER PRIOR TO INSTALLATION - SEE DRAWINGS FOR PROPOSED LOCATIONS. MAKEUP AIR TO BE PROVIDED AS PER MINNESOTA RESIDENTIAL_ CODE, I.R.G. AND ANY OTHER APPLICABLE CODES. SUPPLY AND RETURN REGISTER COVER DESIGNS AND LOCATIONS TO BE APPROVED BY OWNER - ASSUME FLUSH WOOD VENTS TO MATCH WOOD FLOOR SPECIES $ FINISH FOR BID. WHERE AFFECTED BY MECHANICAL DUCTS AND EQUIPMENT, CEILING HEIGHTS AND SOFFIT SIZES AND LOCATIONS TO BE APPROVED BY OWNER PRIOR TO INSTALLATION OF HVAG DUCTS AND EQUIPMENT. 24. DOOR $ DOOR HARDWARE SHALL BE BY GENERAL CONTRACTOR. SUBMIT SCHEDULES AND SHOP DRAWINGS FOR OWNER AND ARCHITECT REVIEW AND APPROVAL PRIOR TO FABRICATION. LAKESIDE FROM SOUTHWEST CORNER STREETSIDE FROM SOUTHEAST CORNER KESIDE FROM NORTHWEST GORNER %W_� t t� 464 SECOND STREET PHONE: 952-470-3750 SUITE 100 FAX: 352-767-5859 EXCELSIOR, MN 553.31 nfo@sharrattdesign.com SHEET INDEX Sur -1 EXISTING SURVEY 5ur-2 PROPOSED SURVEY AO GENERAL NOTES $ RENDERINGS Al SITE PLAN A2 LOWER LEVEL PLAN A3 MAIN LEVEL PLAN A4 UPPER LEVEL PLAN A5 ROOF PLAN A8 ELEVATIONS A7 ELEVATIONS A8 BUILDING SECTIONS DETAILS A9 BUILDING SECTIONS DETAILS A10 TYP. WALL SECTIONS All DETAILS 51 STRUCTURAL PLANS 52 STRUGTURAL PLANS PROJECT TEA -1 ARCHITECT SHARRATT DESIGN � COMPANY CONTACT: MIKE 5HARRATT PHONE: (352) 470-9750 EMAIL: msharratt@sharro-ttdesign.com STRUCTURAL ENGINEER LARSON ASSOCIATES, ING. CONTACT: JED LAR50N CELL: (763) 682-0530 EMAIL: !arson jed@gmail.com GENERAL CONTRACTOR EVERLAST ENTERPRISES CONTACT: JIM CLEARY PHONE: (612) 868-0748 EMAL: jim@everlastenterprises.com PROPOSED DESIGN FOR: WEBBER HOME 2635 Casco Point Rd Wayzata, MIN 55.3.1 SHEET a( LEGAL NnTI . THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN $ COMPANY, LLC• O COPYRIGHT 2018 SHARRATT DESIGN COMPANY LLC. • • • ISSUE DATE 12/13/17 12/22/17 • 03/17/18 03/23/18 04/23/18 PROPOSED DESIGN FOR: WEBBER HOME 2635 Casco Point Rd Wayzata, MIN 55.3.1 SHEET a( LEGAL NnTI . THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN $ COMPANY, LLC• O COPYRIGHT 2018 SHARRATT DESIGN COMPANY LLC. I c I I II i (FINAL GRADING I � E UT/FILL T.B.D "Co '41 co i^C°1R� ryo16 I I I I s1 N c��R � �, � O N W X, i \ II HARl7 COVER TOTALS \\ II STRUCTURAL COVERAGE TOTAL HARDCOVER ALLOWANCES \\ i HOUSE = 163(5 SF HOUSE = 1636 SF —C— _✓T AREA = 11,807 SF (PER SURVEY) \ F20\T �:)ORGH = (57 SF FRONT :)ORG— 67 SF REAR PATIO = 114 SF REAR PATIO = 114 SF - 2C= -,\. STRUGTURAL = 2361 SF DECK 1 Z STAIRS = 138 SF - STR_G— JRAL SHOWN = 1817 SF (15.4 %) TOTAL = 1817 SF DECK 2 = 00 SF DRIVEWAY = (5(53 S= ° WALKWAY = 72 STONE STEPS = 30 S= PERGOLA PA7�0 = TOTAL I I I I i I LOCATION MAP SIRING PARK S BEACH SITE:o 2635 CASCO PT. J � = 2889 SF - 25/o MAX. IMPERVIOUS = 2952 SF - IMPERVIOUS SHOWN = 2889 SF (24.5 %) ZONING INFORMATION g4ro `948 \ FINAL GRADING e GUT/FILL T.B.D I / � I ADDRESS: 2035 CASCO POINT ROAD WAYZATA, M N 55301 UPDATED 4/(5/18 MUNICIPALITY. PARCEL ID: LOT AREA: STREET FRONTAGE: LOT DEPTH (NORTH SIDE) Orono, MN Lot 140, Spring Park 11,807 ± S.F. 60.0' 205.3' ZONING: SHORELAND MANAGEMENT DISTRICT LAKE FRONTAGE: LOT DEPTH (SOUTH SIDE) —2-1G I 1 61.1' 194.5' DESCRIPTION ALLOWED PROPOSED NOTES SETBACKS ZONING NOTES HARDGOVER (%) 2596 24.5 % STRUCTURAL PLANS FRONT YARD 15- 0° Z O (GASGO POINT) HARDCOVER (SF) 2952 SF 2880 SF SIDE YARD 7 - 6° �U (NORTH) 19 BUILDING 2361 SF 1817 SF N SIDE YARD 7 - 6 ot COVERAGE �[ (SOUTH) a U ACCESSORY N/A N/A W~Jl LAKE SIDE 75'- 0' BUILDINGS W W J (LAKE MTKA) M FIRST FLOOR N/A 352- 41/4" BUILDING HEIGHT ELEVATION KEY: ELEVATION 0 m - Max building ne gn- X30' -O" Gode) m d �W - Peak height of hignest roof 10/20/17 MAX HEIGHT (FT) 30'- 0" 27- 2 - Upper level sum oo- - Main level subf,00r 040.70 -Highest existing grade on front of house 10/26/17 NOTES: MAX BUILDING HOT. OF 30'-O" OR LESS - Garage slab eievoton AS DEFINED BY ORONO CITY CODE, - Lower level slab elevation SECTION 78-1. .932'- & - Regulatory flood protection elevation for Lake Minnetonka 11 029.40' - Ordinary high water mark STEPS IN BASE BID FRONT WALK, PERGOLA AND PATIO BY OWNER - SEE SPEC. ALTERNATES I 1/ I I I I I SITE PLAN NOTES: DESIGN OF TOPOGRAPHY SHOWN DEPIC—S INTENT ONLY. FINAL GRADING AND SITE THE RESPONSIBILITY OF THE GENERAL CG\`R %:.7, AND LANDSCAPER. G.G./LANDSCAPER TO COORDINATE APPROVALS WITH MUNIGIPA_—ES 1\7, WATERSHEDS HAVING JURISDICTION G\ ER -- S PROPERTY. G.G./LAND5GAPER TO GCC GRADING � DRAINAGE WITH NEG— PROPERTIES, LEGAL SURVEY, AND CODES. 2. ALL FINAL GRADES TO SLOPE AW - MIN. DROP OVER FIRST 10'-0". 3. TREE REMOVAL BY OWNER. 4. GRADING PLAN TO BE RESOLVED `1 FILL BELOW 500 CUBIC YARDS. Of REQUIRED IF MORE THAN 500 GUBI EXPORTED FROM THE SITE. O 4' 61 161 sharia c o m p a n y war=; 404 SECOND STREET PHONE: 952-470-.9750 SUITE 100 FAX: _952-707-585-9 EXCELSIOR, MN 55331 info@sharrattdesign.com SHEET INDEX 5ur-1 EXISTING SURVEY 5ur-2 PROPOSED SURVEY AO GENERAL NOTES � RENDERINGS Al SITE PLAN A2 LOWER LEVEL PLAN A3 MAIN LEVEL PLAN 1414 UPPER LEVEL PLAN A5 ROOF PLAN AG ELEVATIONS A7 ELEVATIONS A8 BUILDING SECTIONS DETAILS A3 BUILDING SECTIONS DETAILS A10 TYP. WALL SECTIONS All DETAILS 51 STRUCTURAL PLANS 52 STRUCTURAL PLANS PROJECT TEAM ARCHITECT SHARP -ATT DESIGN � COMPANY CONTACT: MIKE SHARRATT PHONE: (052) 470-9750 EMAIL: mshorratt@sharrottdesign.com STRUCTURAL ENGINEER L,ARSON ASSOCIATES, ING. CONTACT: JED LARSON CELL: (703) 082-9530 EMAIL: larson jed@gmoIl_com GENERAL CONTRACTOR EVERLAST ENTERPRISES CONTACT: JIM CLEARY PHONE: (012) 868-0748 EMIAL: jim@everlostenterprises.com ISSUED FOR W 0 O J Z O {-W (j) W �U 19 _V N Z 0 ot �[ Z a U W ~ W~Jl W W J per[ M O Z ISSUE DATE 0 m W m d �W 0 10/20/17 X 10/26/17 X 11/04/17 X 12/13/17 X 12/22/17 X 01/23/18 X 03/17/18 X 03/23/18 X 04/06/18 X 04/11/18 X 04/23/18 X PROPOSED DESIGN FOR: WEBBER HOME 2635 Casco Point Rd Wayzata, I— I N 553-1-31 SHEET Al LEGAL NCDTI THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN � COMPANY, LLG. OG COPYRIGHT 2018 SHARRATT DESIGN e COMPANY LLC. U Carbon monoxide detector required within 10 f t • Of all sleeping rOOms BEDROOM WINDS FIRE EXIT RSR 1tI`i� � 2t3, MIN. Ct.1=� �, 24" MIN. CLEAR, I~I�I.�I-IT 5 7 SSQ. FT. '�`lN oP E til l iii v 44" MAX �s I_ I �I+3I�T ai. 4 ' SMOKE DETECTOR CONNECTED TO A SOUND- ING DEVICE OR OTHER DETECTOR AUDIBLE IN SLEEPING AREAS. MUST BE WIRED. LOWER LEVEL PLAN O 2' 4' 8' FLOOR PLAN DIMEN510NING GUI17E GENERAL NOTE -1/2" INTERIOR DRYWALL SHEATHING IS USED IN EXAMPLE BELOW EXTERIOR FACE OF CONCRETE FOUNDATION TO GL OF OPENING EXTERIOR FACE OF CONCRETE FOUNDATION WALL TO FACE OF FURRED GYP. EXTERIOR FACE OF SHEATHING TO EXTERIOR FACE OF SHEATHING M CONCRETE FOOTINGS TO HA`EMUM COMPRESSIVE STRENGTH000 PSI OR 2500 PSI WITHROVED ADMIXTURE. GENERAL FLOOR PLAN NOTES: - ALL WALLS TO BE BID AS 1/2" DRYWALL WITH LEVEL 4 SMOOTH -SANDED FINISH. SEE BUILDER SPECIFICATIONS. - ALL CEILJNC75 TO BE BID AS 5/8' DRYWALL WITH LEVEL 5 FINISH UNLESS NOTED, SEE BUILDER SPECIFICATIONS. - G.G. TO COORDINATE DOOR THRESHOLD OPTIONS/SIZES AND SHOWER CURB HEIGHTS WITH OWNERS $ DISCUSS A.D.A. AND MATERIALS. BID STANDARD SILLS AND THRESHOLDS. - VERIFY WITH OWNER ACOUSTIC WALL PARTITIONS (BATT INSUL.) BETWEEN PUBLIC AND PRIVATE SPACES, AROUND BATHROOMS, AND AROUND BEDROOMS. ACOUSTICALLY INSULATE ALL DRAIN LINES � SUMP LINES (INCLUDE IN BASE BID). VERIFY WITH OWNER LOCATIONS FOR NET $ BLOWN CEILINGS. SEE ALTERNATES. -STAIRS TO UPPER LEVEL- CURB -TO -WALL CARPETING ON TREADS, RISERS AND LANDINGS/ PAINTED SPINDLES / STAINED HANDRAIL CAP / PAINTED NEWELS SOLID WALL BELOW STAIRS FROM ML TO UNDERSIDE OF STAIRS -STAIRS TO LOWER LEVEL = WALL-TO-WALL AND CURB -TO -WALL CARPETING ON TREADS, RISERS AND LANDINGS / PAINTED SPINDLES WHERE REQUIRED/ STAINED HANDRAIL CAP / PAINTED NEWEL - STANDARD FORGED AR HEATING AND COOLING, TYP. - PAINT GRADE GABINETRY INCLUDES: FOYER, KITCHEN, GREAT ROOM, MUDROOM, ALL BATHROOMS AND LAUNDRY ROOM. VERIFY ALL CABINET FINISHES WITH OWNER. GLAZING IN CABINETRY DOORS TO BE SEEDED GLASS. CLOSET ORGANIZATION SYSTEM (C.O.S.) INCLUDES: PANTRY AND ALL WALK IN CLOSETS (W.I.C.) -COUNTERTOPS: GRANITE WITH LATHERED FINISH (UNLESS NOTED OTHERWISE) -INTERIOR TRIM: SEE TYPICAL INTERIOR WINDOW AND DOOR TRIM DETAIL - INSULATION R -VALUES, VAPOR RETARDERS, FOOTING DEPTHS, DRAIN TILE AND WATERPROOFING, DRAINAGE PLANES, FRAMING HEIGHT ABOVE GRADE, AND ROOF VENTILATION TO MEET OR EXCEED APPLICABLE CODE REQUIREMENTS. COORDINATE BUILDING TECHNOLOGY WITH LOCAL INSPECTORS. CONSTRUCTION QUALITY TO BE COMMENSURATE WITH HIGH-END CUSTOM HOME CONSTRUCTION. FOR ASSUME FIBERGLASS BATT WALL INSULATION, BLOWN -IN FIBE< _=.55 CEIILING INSULATIO\, VAPOR BARRIERS CAULKED i TAPED AS REO_ -D, OSB WALL AND ROC= SHEATHING, LP 450 SUBFLOORS, AND WATC-UDC WATER4Pl 0 =:ING -SND DRAIN -BOARD INSULATION. SEE SPEC: = :, ATION ALTERNATES. - ON-SITE ENAMEL AND STAIN F \ISHES RECOMMENDED. - PROVIDE 5 IPL -5 FOR OWNER REVIEW AND APPROVAL. -FURNITURE SHOWN FOR R=FER=\GE ONLY. N.I.G. �llsl-=D AREA 17V�/ER _EVEL (V t . ' FOUNDATION WALL' FACE OF GYP. BD TO O Al SITE PLAN A2 FACE OF GYP. BD A3 MAIN LEVEL PLAN A4 UPPER LEVEL PLAN (USING 1/2" GYP. WALL SHEATHING) �t AG ELEVATIONS A7 ELEVATIONS A8 BUILDING SECTIONS DETAILS A9 BUILDING SECTIONS DETAILS A10 TYP. WALL SECTIONS All FACE OF GYP. BD TO Sl STRUCTURAL PLANS 52 STRUCTURAL PLANS • 3 o EXTERIOR FACE OF SHEATHING • (OR FOUNDATION WALL) _ Z FACE OF GYP. BD. TO CL OF OPENING (1/2" GYP. WALL SHEATHING) FACE OF GYP. BD TO FACE OF GYP. BD J. 4' - O" 5- O" (CLEAR DIMENSION) 01 i - O EXTERIOR FACE OF SHEATHING TO GL OF INTERIOR WALL EXTERIOR FACE OF SHEATHING TO EXTERIOR FACE OF SHEATHING M CONCRETE FOOTINGS TO HA`EMUM COMPRESSIVE STRENGTH000 PSI OR 2500 PSI WITHROVED ADMIXTURE. GENERAL FLOOR PLAN NOTES: - ALL WALLS TO BE BID AS 1/2" DRYWALL WITH LEVEL 4 SMOOTH -SANDED FINISH. SEE BUILDER SPECIFICATIONS. - ALL CEILJNC75 TO BE BID AS 5/8' DRYWALL WITH LEVEL 5 FINISH UNLESS NOTED, SEE BUILDER SPECIFICATIONS. - G.G. TO COORDINATE DOOR THRESHOLD OPTIONS/SIZES AND SHOWER CURB HEIGHTS WITH OWNERS $ DISCUSS A.D.A. AND MATERIALS. BID STANDARD SILLS AND THRESHOLDS. - VERIFY WITH OWNER ACOUSTIC WALL PARTITIONS (BATT INSUL.) BETWEEN PUBLIC AND PRIVATE SPACES, AROUND BATHROOMS, AND AROUND BEDROOMS. ACOUSTICALLY INSULATE ALL DRAIN LINES � SUMP LINES (INCLUDE IN BASE BID). VERIFY WITH OWNER LOCATIONS FOR NET $ BLOWN CEILINGS. SEE ALTERNATES. -STAIRS TO UPPER LEVEL- CURB -TO -WALL CARPETING ON TREADS, RISERS AND LANDINGS/ PAINTED SPINDLES / STAINED HANDRAIL CAP / PAINTED NEWELS SOLID WALL BELOW STAIRS FROM ML TO UNDERSIDE OF STAIRS -STAIRS TO LOWER LEVEL = WALL-TO-WALL AND CURB -TO -WALL CARPETING ON TREADS, RISERS AND LANDINGS / PAINTED SPINDLES WHERE REQUIRED/ STAINED HANDRAIL CAP / PAINTED NEWEL - STANDARD FORGED AR HEATING AND COOLING, TYP. - PAINT GRADE GABINETRY INCLUDES: FOYER, KITCHEN, GREAT ROOM, MUDROOM, ALL BATHROOMS AND LAUNDRY ROOM. VERIFY ALL CABINET FINISHES WITH OWNER. GLAZING IN CABINETRY DOORS TO BE SEEDED GLASS. CLOSET ORGANIZATION SYSTEM (C.O.S.) INCLUDES: PANTRY AND ALL WALK IN CLOSETS (W.I.C.) -COUNTERTOPS: GRANITE WITH LATHERED FINISH (UNLESS NOTED OTHERWISE) -INTERIOR TRIM: SEE TYPICAL INTERIOR WINDOW AND DOOR TRIM DETAIL - INSULATION R -VALUES, VAPOR RETARDERS, FOOTING DEPTHS, DRAIN TILE AND WATERPROOFING, DRAINAGE PLANES, FRAMING HEIGHT ABOVE GRADE, AND ROOF VENTILATION TO MEET OR EXCEED APPLICABLE CODE REQUIREMENTS. COORDINATE BUILDING TECHNOLOGY WITH LOCAL INSPECTORS. CONSTRUCTION QUALITY TO BE COMMENSURATE WITH HIGH-END CUSTOM HOME CONSTRUCTION. FOR ASSUME FIBERGLASS BATT WALL INSULATION, BLOWN -IN FIBE< _=.55 CEIILING INSULATIO\, VAPOR BARRIERS CAULKED i TAPED AS REO_ -D, OSB WALL AND ROC= SHEATHING, LP 450 SUBFLOORS, AND WATC-UDC WATER4Pl 0 =:ING -SND DRAIN -BOARD INSULATION. SEE SPEC: = :, ATION ALTERNATES. - ON-SITE ENAMEL AND STAIN F \ISHES RECOMMENDED. - PROVIDE 5 IPL -5 FOR OWNER REVIEW AND APPROVAL. -FURNITURE SHOWN FOR R=FER=\GE ONLY. N.I.G. �llsl-=D AREA 17V�/ER _EVEL 822 SF __VEL 1123 SF ==_< _EVEL 1165 SF TOTAL M 3110 SF 404 SECOND STREET PHONE: -952-470--9750 SUITE 100 FAX: 052-7G7-585.9 EXCELSIOR, MN 55331 info@sharrattdesign.com SHEET INDEX Sur -1 EXISTING SURVEY Sur -2 PROPOSED SURVEY AO GENERAL NOTES � RENDERINGS Al SITE PLAN A2 LOWER LEVEL PLAN A3 MAIN LEVEL PLAN A4 UPPER LEVEL PLAN A5 ROOF PLAN AG ELEVATIONS A7 ELEVATIONS A8 BUILDING SECTIONS DETAILS A9 BUILDING SECTIONS DETAILS A10 TYP. WALL SECTIONS All DETAILS Sl STRUCTURAL PLANS 52 STRUCTURAL PLANS PROJ EGT TEAT" 1 ARC H ITEGT SHARRATT DESIGN � COMPANY CONTACT: MIKE SHARRATT PHONE: (952) 470-.9750 EMAIL: msharratt@sharrattdesign.com STRUCTURAL ENGINEER LAP -SON ASSOCIATES, INC. GONTAGT. JED LARSON CELL: (703) 6682-3530 EMAIL: [arson jed@gmail.com GENERAL GONTRAGTOR EVERLAST ENTERPRISES CONTACT: JIM CLEARY PHONE: (6012) 8608-0748 EMAL: jim@everlostenterprises.com PROPOSED DESIGN FOR: WEBBER HOME 2635 Casco Point Rd Wayzata, MN 553 -IDI SHEET I 07AI NO7IC7F- THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN 4: COMPANY, LLC. OG COPYRIGHT 2018 SHARP -ATT DESIGN 6, COMPANY LLC. M wim- • • • �- a • ■■©■■■■■■■ • ■® MEN ■■■■■ 11/04/17■©MEN ■■12/13/17 ■■■ No • _ ■■■®■■■■■■ • = ■©MM■■■■■■ 03/23/18 ; 0 a .. • . 8 ©MEMO■■■■■ • - = M■M■■©■MMM • - _ ■■MME©MMMEME MM■ ■�■■■■■■■■■■ PROPOSED DESIGN FOR: WEBBER HOME 2635 Casco Point Rd Wayzata, MN 553 -IDI SHEET I 07AI NO7IC7F- THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN 4: COMPANY, LLC. OG COPYRIGHT 2018 SHARP -ATT DESIGN 6, COMPANY LLC. Hca C�CO. oby© �k' °�c r�o a�5 �c�r�\o��r 4:Z ej tZc r` �` '�� Q4` cad a, 4 ffl Z �� a�a `c► CMZ � OG 400 c & qj v" o �JQ � t� GNO ° Jm 50 1 INTENT WITH THE DECK COLUMNS AND TRIM 15 TO USE NATURAL WOOD AND FINISH WITH GABOTS BLEACHING OIL $ 1 GOAT SEMI -TRANSPARENT STAIN. 2' - O % - O" TRIM GOULD BE SOLID OR BUILT-UP FROM'D' OR BETTER WESTERN RED GEDAR IF DECK COLUMNS AND TRIM ARE PAINTED TO MATCH HOUSE TRIM COLOR, COLUMNS ADJOINING THE HOUSE COULD BE ELIMINATED. SEE ALTERNATES. O 9, - 2" 25' - 4" rPROVID:EIDIN N00LL PROTECTION SH,AkLL RE ACCORDAivCEVITH IRC CTI312.2.1 AND 312.2.2. It Se ?ration garage side Otthe HauselGara a'M a required`0' the sum board with 1 coat of tap lithe firewall I t tthe inates ceiling One layer of /2" gypsum ortir e shah thethe walls and columns supe Drag common wall from the ceiling e° ng the roof sheeLn the house and got less 1-8 at the underside o ection. Doors be comb steel doors n must have the same prof door, solid or honey l9e a 1.318 inch sold wood inute fire rated label. inch tri thickness or 20 m 12'-O" I. 4'-2" 011 24'- O" ICA3759 E ICA3753 E cV r , r , cV ELEC. BASEBOARD HEAT I FIRE SEPARATION 6) I `` WAIL CEII INN y/ %C MIN- WALL gD. JOINTS TAPED GARAGE FRE 'DOOR SOLID CORE , ELF CLOSING I OVEN DW WASH Y IA R TO 7-31/4 iIli 0 c9 12" SQ. BOXED C (TYP.) �f I Iw L �A2A� F_ r ~ I o GONG x F.D. �I I I I I I I DEGKING H� VAG�niviv vrli�iii I ELEC. BASEBOARD HEAT SITE PLAN EXTERIOR FACE OF CONCRETE FOUNDATION WALL TO 5-11/2 FACE OF FURRED GYP. I TIGHTLY SPACE DECKING TO PROHB T I I I A5 BENCH HOOKS A6 10' SQ. BOXED COLUMN j INSECTS (OR USE INSECT SCREEN ! ELEVATIONS ,,. FOUNDATION WALL j I ------ I -STEAM_ Il I -J I -- - - - - - - - I L - 6 1/2xll DRYWALL BEAMS ABOVE - F.D. STRUCTURAL PLANS STA7�c_�REG. I STRUCTURAL PLANS R� �D FIRE SEPARATION 6) I `` WAIL CEII INN y/ %C MIN- WALL gD. JOINTS TAPED GARAGE FRE 'DOOR SOLID CORE , ELF CLOSING I OVEN DW WASH Y IA R TO 7-31/4 iIli 0 c9 12" SQ. BOXED C (TYP.) �f I Iw L �A2A� F_ r ~ I o GONG x F.D. �I I I I I I I DEGKING H� VAG�niviv vrli�iii I ELEC. BASEBOARD HEAT SITE PLAN EXTERIOR FACE OF CONCRETE FOUNDATION WALL TO 5-11/2 FACE OF FURRED GYP. I TIGHTLY SPACE DECKING TO PROHB T I I I A5 BENCH HOOKS A6 10' SQ. BOXED COLUMN j INSECTS (OR USE INSECT SCREEN ! ELEVATIONS ,,. FOUNDATION WALL FACE OF GYP. BD TO A9 _ I i BELOW PORCH DECK) All 6 1/2xll DRYWALL BEAMS ABOVE - FACE OF GYP. BD STRUCTURAL PLANS 52 STRUCTURAL PLANS 41/2" SEE ALTERNATES I I I I L--------------------- �-----FOYE 73-0�7-yO"WRDI — FACE OF GYP. BD TO i� {{ - - ---------- EXTERIOR FACE OF SHEATHING LAZINGff(2) - - y MANUAL RETRAGTAB ( <x" - - - - - - r - --- HDWD- - - - - - 18' SIDELIGHTS DOUBLE DOOR scRE N_ __ ....__7-0 7 3 UP 18R I I GONG ETE I _ FACE OF GYP. BD. TO -- ----- { r CL OF OPENING i g ■■©eeeee■■ 2' - 31/4" (1/2" GYP. WALL SHEATHING) :FAGE -_------ ryl 1 OF GYP. BD TO DN 17R I zl C) {r7)F=_r_K`EI I I5'-� EXTERIOR FACE OF SHEATHING TO CL OF INTERIOR WALL I I DRIP-�TxHRU � '�� EXTERIOR FACE OF SHEATHING 3' -10" 11 1/2" i' _. GREA` 2 M I 12/13 I I TERMINATION 0 V �_._ fv - ' I WITH CABOTS BL NG OIL & 1 GOAT SEMI -TRANSPARENT Q r STAN. TMBER5 GOU BE SOLID OR BUILT-UP FROM'D' OR BETTESR WESTERN RE CEDAR. FLASH TOPS OF HORIZONTAL SURFACES.IFSOLJD IMBEesAREUSED,v9PFY5PEGIESAND ROTRES157ANGEW OWNER SEE ALTERNATES. 3'-8" 14'-7 5-8" 2'-4" 10'-0" l'-8" 4'-6° 9-4" 2'-0" 7-9 21'-6" 14'-0" 13'-10" MAIN LEVEL PLAN 0 2' 4' 8' 6M mm� 11 O cv TRUE 11 FLOOR PLAN DIMEN510N_INC7 QUID GENERAL NOTE -1/2" INTERIOR DRYWALL SHEATHING IS DEGKING USED IN EXAMPLE BELOW -- - I SHEET CL OF OPENING SITE PLAN EXTERIOR FACE OF CONCRETE FOUNDATION WALL TO LOWER LEVEL PLAN FACE OF FURRED GYP. MAIN LEVEL PLAN 3 Y. A5 ROOF PLAN A6 10' SQ. BOXED COLUMN A7 ELEVATIONS ,,. FOUNDATION WALL FACE OF GYP. BD TO A9 BUILDING SECTIONS DETAILS A10 ' All DETAILS FACE OF GYP. BD STRUCTURAL PLANS 52 STRUCTURAL PLANS 41/2" 61/2° (USING 1/2" GYP. WALL SHEATHING) I 10 — FACE OF GYP. BD TO o 3 EXTERIOR FACE OF SHEATHING 0 DN 3R (OR FOUNDATION WALL) I I3' __ ....__7-0 7 3 m - FACE OF GYP. BD. TO ► d CL OF OPENING g ■■©eeeee■■ 2' - 31/4" (1/2" GYP. WALL SHEATHING) :FAGE STONE SLAB STEPS . OF GYP. BD TO i � FACE OF GYP. BD 4' - O" µ T - O EXTERIOR FACE OF SHEATHING TO CL OF INTERIOR WALL EXTERIOR FACE OF SHEATHING TO EXTERIOR FACE OF SHEATHING L.._.I 12/13 ee©■■ecce■ T KOZY HEAT SP41 ' I- — — — — N • - SEE ALTS. — — — — J II IIl II If �I. II/r�� i''�l'� S\, ly�''•`;%Pk'��+f. E ITDH5476 E C. _ DESIGN INTENT WITH ' PE=RGOLA ITDH5476 HORIZONTAL L 1� _ / }"� FRONT PORCH COLU (FREE-STANDING) AND IS TO USE NATURAL WOOD AND FINISH TERMINATION 0 V �_._ fv - ' I WITH CABOTS BL NG OIL & 1 GOAT SEMI -TRANSPARENT Q r STAN. TMBER5 GOU BE SOLID OR BUILT-UP FROM'D' OR BETTESR WESTERN RE CEDAR. FLASH TOPS OF HORIZONTAL SURFACES.IFSOLJD IMBEesAREUSED,v9PFY5PEGIESAND ROTRES157ANGEW OWNER SEE ALTERNATES. 3'-8" 14'-7 5-8" 2'-4" 10'-0" l'-8" 4'-6° 9-4" 2'-0" 7-9 21'-6" 14'-0" 13'-10" MAIN LEVEL PLAN 0 2' 4' 8' 6M mm� 11 O cv TRUE 11 FLOOR PLAN DIMEN510N_INC7 QUID GENERAL NOTE -1/2" INTERIOR DRYWALL SHEATHING IS SUITE 100 USED IN EXAMPLE BELOW EXCELSIOR, MN 55331 EXTERIOR FACE OF CONCRETE FOUNDATION TO SHEET CL OF OPENING SITE PLAN EXTERIOR FACE OF CONCRETE FOUNDATION WALL TO LOWER LEVEL PLAN FACE OF FURRED GYP. MAIN LEVEL PLAN A4 cv A5 ROOF PLAN A6 ELEVATIONS A7 ELEVATIONS ,,. FOUNDATION WALL FACE OF GYP. BD TO A9 BUILDING SECTIONS DETAILS A10 ' All DETAILS FACE OF GYP. BD STRUCTURAL PLANS 52 STRUCTURAL PLANS 41/2" 61/2° (USING 1/2" GYP. WALL SHEATHING) • 10 FACE OF GYP. BD TO 3 EXTERIOR FACE OF SHEATHING 0 (OR FOUNDATION WALL) rz - FACE OF GYP. BD. TO ► d CL OF OPENING .DATE ■■©eeeee■■ 2' - 31/4" (1/2" GYP. WALL SHEATHING) :FAGE OF GYP. BD TO i � FACE OF GYP. BD 4' - O" 3'-0' (CLEAR DIMENSION) T - O EXTERIOR FACE OF SHEATHING TO CL OF INTERIOR WALL EXTERIOR FACE OF SHEATHING TO EXTERIOR FACE OF SHEATHING GENERAL FLOOR FLAN NOTES: - ALL WALLS TO BE BID AS 1/2" DRYWALL WITH LEVEL 4 SMOOTH -SANDED FINISH SEE BUILDER SPECIFICATIONS. - ALL CEILINGS TO BE BID AS 5/8" DRYWALL WITH LEVEL 5 FINISH UNLESS NOTED SEE BUILDER SPECIFICATIONS. - G.G. TO COORDINATE DOOR THRESHOLD OPTIONS/SIZES AND SHOWER CURB HEIGHTS WITH OWNERS $ DISCUSS A.D.A. AND MATERIALS. BID STANDARD SILLS AND THRESHOLDS. - VERIFY WITH OWNER ACOUSTIC WALL PARTITIONS (BATT INSUL.) BETWEEN PUBLIC AND PRIVATE SPAGE5, AROUND BATHROOMS, AND AROUND BEDROOMS. ACOUSTICALLY INSULATE ALL DRAIN LINES $ SUMP LINES (INCLUDE IN BASE BID). VERIFY WITH OWNER LOCATIONS FOR NET $ BLOWN CEILINGS. SEE ALTERNATES. -STAIRS TO UPPER LEVEL- CURB -TO -WALL CARPETING ON TREADS, RISERS AND LANDINGS/ PAINTED SPINDLES / STAINED HANDRAIL CAP / PAINTED NEWELS / SOLID WALL BELOW STAIRS FROM ML TO UNDERSIDE OF STAIRS -STAIRS TO LOWER LEVEL = WALL-TO-WALL AND CURB -TO -WALL CARPETING ON TREADS, RISERS AND LANDINGS / PAINTED SPINDLES WHERE REQUIRED/ STAINED HANDRAIL GAP / PAINTED NEWEL - STANDARD FORCED AIR HEATING AND COOLING, TYP - PAINT GRADE CABINETRY INCLUDES: FOYER, KITCHEN, GREAT ROOM; MUDROOM ALL BATHROOMS AND LAUNDRY ROOM. VERIFY ALL CABINET FINISHES WITH OWNER. GLAZING IN CABINETRY DOORS TO BE SEEDED GLASS. CLOSET ORGANIZATION SYSTEM (C.O.S.) INCLUDES: PANTRY AND ALL WALK IN CLOSETS (W.I.C.) -COUNTERTOPS: GRANITE WITH LEATHERED FINISH (UNLESS NOTED OTHERWISE) -INTERIOR TRIM: SEE TYPICAL. INTERIOR WINDOW AND DOOR TRIM DETAIL - INSULATION R -VALUES, VAPOR RETARDERS, FOOTING DEPTHS, DRAIN TILE AND WATERPROOFING, DRAINAGE PLANES, FRAMING HEIGHT ABOVE GRADE, AND ROOF VENTILATION TO MEET OR E(GEED APPLICABLE CODE REQUIREMENTS. GOORDINATE BUILDING TECHNOLOGY WITH LOCAL INSPECTORS. CONSTRUCTION QUALITY TO BE COMMENSURATE WITH HIGH-END CUSTOM HOME CONSTRUCTION. FOR BIDDING, ASSUME FIBERGLASS BATT WALL INSULATION, BLOWN -IN FIBERGLASS CEILING INSULATION, VAPOR BARRIERS CAULKED $ TAPED AS REQUIRED, OSB WAIL AND ROOF SHEATHING, LP 450 SUBFLOORS, AND WATCHDOG WATER -PROOFING AND DRAIN -BOARD INSULATION. SEE SPECIFICATION ALTERNATES. t - ON-SITE ENAMLFLAND STAIN JNISHES RECOMMENDED. If &A �/ IJ !;I - i -FURNITURE 5H0'WN FOR REFS NGE ONLY. N.I.G. FINI+C) AREA LOWER LEVEL 822 SF MAIN LEVEL 1123 SF UPPER LEVEL 1165 SF TOTAL- 1 3110 SF 464 SECOND STREET PHONE: 952-470-9750 SUITE 100 FAX: 952-767-5859 EXCELSIOR, MN 55331 Info@sharrattdesign.com SHEET INDEX Sur -1 EXISTING SURVEY Sur -2 PROPOSED SURVEY AO GENERAL NOTES $ RENDERINGS Al SITE PLAN A2 LOWER LEVEL PLAN A3 MAIN LEVEL PLAN A4 UPPER LEVEL PLAN A5 ROOF PLAN A6 ELEVATIONS A7 ELEVATIONS A8 BUILDING SECTIONS DETAILS A9 BUILDING SECTIONS DETAILS A10 TYP. WALL SECTIONS All DETAILS Sl STRUCTURAL PLANS 52 STRUCTURAL PLANS PROJECT TEAM ARG H ITECT SHARRATT DESIGN $ COMPANY CONTACT: MIKE SHARRATT PHONE: (952) 470-9750 EMAIL: msharratt@sharrattdesign.com STRUCTURAL ENGINEER LARSON ASSOCIATES, INC. CONTACT: JED LARSON CELL: (763) G82-95.30 EMAIL: Iarson jed@gmail.com GENERAL CONTRACTOR EVERLA5T ENTERPRISES CONTACT: JIM CLEARY PHONE: (612) 868-0748 EMIAL: jim@everlastenterprises.com PROPOSED DESIGN FOR: 2635 Gosco Point Rd Wayzata, MN 55.331 SHEET A3 LEGAL NOTICE - THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN $ GOMPANY, L.L.C. OC COPYRIGHT 2018 SHARP -ATT DESIGN $ COMPANY LLC. II • • - ► u .DATE ■■©eeeee■■ i � e®eee■e■■■ 12/13 ee©■■ecce■ • - ■■e©■■■eee • - eo■c■■■■ec • :■e■©■e■■e■ • - ON 04/23/18 • - - eeeee©ecce ��■■■eee■■■■ eeeee■ PROPOSED DESIGN FOR: 2635 Gosco Point Rd Wayzata, MN 55.331 SHEET A3 LEGAL NOTICE - THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN $ GOMPANY, L.L.C. OC COPYRIGHT 2018 SHARP -ATT DESIGN $ COMPANY LLC. 0 ►l o co N ro O m • .l Hi'�t___ DRA{LS Continuous grippable handrails req'd. 34' - 38" high. 1-1 A" - 2» dig. I No CIO_ than 1-112° to wall Retum end; toRtali or PCst. p STAIRS 7 3/4A MAX. RISER 10" MIN, TREAD 6'-8" MIN. HEADROOM AT LEAST ONE HANDRAIL REQUIRED GUARDRAIL OPI N SIDES Carbon monoxide detector required within 10 ft. of all sleeping rooms. BEDROOM WINDOWS FIRE EXIT REQUIREU 20" MIN. CLEAR. WIDTH 24" I' Nf '4. OLEO°" -,R HEIGHT 5.7 SO. F-I.F. MIN OPENING 44" MPX . 'rl_ HEIGHT SOUND - SMOKE DETECTOR CONNECTED TO A SOUND- iNG DE OR OTHER DETECTOR AUDtiSLE 1N Risers SLEEPING AREAS. MUST 8E WtFt D. Stailwa are rr fitted, provided {open risers Pe the opening ; ,etweer� treads does nat �" dig. sph-:re. permit passage of a WINDOW FALL PROTECTION SHALL BE 1 2 PROVIDED IN ACCORDANCE WITH IRC AB 'SECTION R312.2.1 AND 312.2.2. 4-0- 4" 4'-6' I, 1T-0" 0_3" UPPER LEVEL PLAN O 2 4' 8' z �IGA3771 ET R.I. FUTURE TUB z Z Z n� a O O r 8-0" 8'-O" r 5'-5" 3'-8" 5'-5" 2, 9C 16'-O' , 2'-3" , 14'-6" FLOOR PLAN DIMENSIONING GUI GENERAL NOTE -1/2" INTERIOR DRYWALL SHEATHING IS EXCELSIOR, MN 55331 info@sharrattdesign.com USED IN EXAMPLE BELOW Sur -1 EXISTING SURVEY EXTERIOR FACE OF CONCRETE FOUNDATION TO PROPOSED SURVEY AO CL OF OPENING Al SITE PLAN EXTERIOR FACE OF CONCRETE FOUNDATION WALL TO LOWER LEVEL PLAN A3 FACE OF FURRED GYP. A4 UPPER LEVEL PLAN A5 ROOF PLAN AG ELEVATIONS A7 ELEVATIONS A8 BUILDING SECTIONS DETAILS A9 . " r-ouNvAloN WALL— FACE OF GYP. BD TO All DETAILS Sl ' 52 STRUCTURAL PLANS FACE OF GYP. BD ' 41/2" 61/2"(USING1/2' GYP. WALL SHEATHING) 10 01 FACE OF GYP. BD TO 3 EXTERIOR FACE OF SHEATHING 6 a (OR FOUNDATION WALL) ISSUE DATE FACE OF GYP. BD. TO d 10/20/17 AMEN CL OF OPENING 0 2' - 3 1/4° 1�j 0 (1/2" GYP. WALL SHEATHING) • - L-__ BEEN0 t FACE OF GYP. BD TO FACE OF GYP. BD O" 11/04/17 3'- 0° (CLEAR DIMENSION) 10 MEMO 7 - O EXTERIOR FACE OF SHEATHING TO CL OF INTERIOR WALL 0 EXTERIOR FACE OF SHEATHING TO 12/13/17 EXTERIOR FACE OF SHEATHING shat company KM F z H 464 SECOND STREET PHONE: 952-470-9750 SUITE 100 FAX: 952-767-5859 EXCELSIOR, MN 55331 info@sharrattdesign.com 5HEE7- INDEX Sur -1 EXISTING SURVEY Sur -2 PROPOSED SURVEY AO GENERAL NOTES � RENDERINGS Al SITE PLAN A2 LOWER LEVEL PLAN A3 MAIN LEVEL PLAN A4 UPPER LEVEL PLAN A5 ROOF PLAN AG ELEVATIONS A7 ELEVATIONS A8 BUILDING SECTIONS DETAILS A9 BUILDING SECTIONS DETAILS A10 TYP. WALL SECTIONS All DETAILS Sl STRUCTURAL PLANS 52 STRUCTURAL PLANS l9 PROVIDE ROOF AND FLOOR TRUSS SPECIFICATIONS ON-SITE m PROJECT TEAM m ARCHITECT cn 6) 0 O m N nl 7COb O m TRUE 1) GENERAL FLOOR PLAN_NOTE5: - ALL WALLS TO BE BID AS 1/2" DRYWALL WITH LEVEL 4 SMOOTH -SANDED FINISH SEE BUILDER SPECIFICATIONS. - ALL CEILINGS TO BE BID AS 5/8" DRYWALL WITH LEVEL 5 FINISH UNLESS NOTED SEE BUILDER SPECIFICATIONS. - G.G. TO COORDINATE DOOR THRESHOLD OPTIONS/SIZES AND SHOWER CURB HEIGHTS WITH OWNERS $ DISCUSS A.D.A. AND MATERIALS. BID STANDARD SILLS AND THRESHOLDS. - VERIFY WITH OWNER ACOUSTIC WALL PARTITIONS (BATT INSUL.) BETWEEN PUBLIC AND PRIVATE SPACES, AROUND BATHROOMS, AND AROUND BEDROOMS. ACOUSTICALLY INSULATE ALL DRAIN LINES � SUMP LINES (INCLUDE IN BASE BID). VERIFY WITH OWNER LOCATIONS FOR NET $ BLOWN CEILINGS. SEE ALTERNATES. -STAIRS TO UPPER LEVEL- CURB -TO -WALL CARPETING ON TREADS, RISERS AND LANDINGS/ PANTED SPINDLES / STAINED HANDRAIL CAP / PAINTED NEWELS / SOLID WALL BELOW STAIRS FROM ML TO UNDERSIDE OF STAIRS -STAIRS TO LOWER LEVEL = WALL-TO-WALL AND CURB -TO -WALL CARPETING ON TREADS, RISERS AND LANDINGS / PAINTED SPINDLES WHERE REQUIRED/ STAINED HANDRAIL CAP / PAINTED NEWEL - STANDARD FORCED AR HEATING AND COOLING, TYP - PANT GRADE CABINETRY INCLUDES: FOYER, KITCHEN, GREAT ROOM, MUDROOM. ALL BATHROOMS AND LAUNDRY ROOM. VERIFY ALL CABINET FINISHES WITH OWNER. GLAZING IN CABINETRY DOORS TO BE SEEDED GLASS. CLOSET ORGANIZATION SYSTEM (C.O.S.) INCLUDES: PANTRY AND ALL WALK IN CLOSETS (W.I.C.) -COUNTERTOPS: GRANITE WITH LEATHERED FINISH (UNLESS NOTED OTHERWISE) -INTERIOR TRIM: SEE TYPICAL INTERIOR WINDOW AND DOOR TRIM DETAIL - INSULATION R -VALUES, VAPOR RETARDERS, FOOTING DEPTHS, DRAIN TILE AND WATERPROOFING, DRAINAGE PLANES, FRAMING HEIGHT ABOVE GRADE, AND ROOF VENTILATION TO MEET OR EXCEED APPLICABLE CODE REQUIREMENTS. COORDINATE BUILDING TECHNOL-OGY WITH LOCAL INSPECTORS. CONSTRUCTION QUALf1Y TO BE COMMENSURATE WITH HIGH-END CUSTOM HOME CONSTRUCTION. FOR BIDDING, ASSUME FIBERGLASS BATT WALL INSULATION, BLOWN -IN FIBERGLASS CEILING INSULATION, VAPOR BARRIERS CAULKED � TAPED AS REQUIRED, OSB WALL AND ROOF SHEATHING, LP 450 SUBFLOORS, AND WATCHDOG WATER -PROOFING AND DRAN-BOARD INSULATION. SEE SPECIFICATION ALTERNATES. - ON -SATE ENAMEL AND STAIN FINISHES RECOMMENDED. - PROVIDE SAMPLES FOR OWR REVIEW AND APPROVAL. -FURNITURE SHOWN FOR REFc2ENCE ONLY. N.I.G. FINISI-=D AREA LOWER LEVE_ 822 SF MAN _EVEL 1123 5F UPPER LEVEL 1165 SF TDTAL Al 3110 5F SHARRATT DESIGN �_ COMPANY CONTACT. MIKE SHARRATT PHONE: (952) 470-9750 EMAIL: msharratt@sharrattdesign.com STRUCTURAL ENGINEER LARSON ASSOCIATES, INC. CONTACT: JED LAP -SON CELL: (763) 682-9530 EMAIL: larson jed@gmail.com GENERAL CONTRACTOR EVERLAST ENTERPRISES CONTACT: JIM CLEARY PHONE: (612) 868-0748 EMAL: jim@everlastenterprises.com wMawwo N-07 t • • • ISSUE DATE 10/20/17 AMEN 0 0 • - BEEN0 11/04/17 MEMO 0 12/13/17 MEN M 12/22/1-7 MEM No MMM ME • _ ONE ©0 No BEEN • 4 MEN MEN • - _ ON ■ © M�� No00M ■■ M PROPOSED DESIGN FOR: WEBBER HOME 2635 Casco Point Rd Wayzata, MN 55391 SHEET A4 I _F_ AI NOTICE - THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN $ COMPANY, LLC. OC COPYRIGHT 2018 5HARRATT DESIGN COMPANY LLG. ROOF P 1142'= T -O" harm ci company 464 SECOND STREET PHONE: 952-470-9750 SUITE 100 FAX: 952-767-5859 EXCELSIOR, MN 55331 Info@sharrattdesign.com SHEET INDEX Sur -1 EXISTING SURVEY Sur -2 PROPOSED SURVEY AO GENERAL NOTES � RENDERINGS Al SITE PLAN A2 LOWER LEVEL PLAN A3 MAIN LEVEL PLAN A4 UPPER LEVEL PLAN A5 ROOF PLAN A5 ELEVATIONS A7 ELEVATIONS A8 BUILDING SECTIONS DETAILS A9 BUILDING SECTIONS $ DETAILS A10 TYP. WALL 5EGTION5 All DETAILS Sl STRUCTURAL PLANS 52 STRUCTURAL PLANS ARCHITECT SHARP -ATT DESIGN $ COMPANY CONTACT; MIKE SHARRATT PHONE: (952) 470-9750 EMAIL: msharrott9sharrattdesign.com STRUCTURAL ENGINEER L.ARSON ASSOGIATES, INC. CONTACT: JED LAR50N CELL: (763) 082-9530 EMAIL: larson jed9gmail.com GENERAL GONTRAGTOR EVERLAST ENTERPRISES CONTACT: JIM CLEARY PHONE: (612) 868-0748 EMIAL: jim9everlastenterprises.com PROPOSED DESIGN FOR: WEBBER HOME 2635 Casco Point Rd Wayzata, MN 55301 SHEET I_ C A NOTI THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF 5HARRATT DESIGN $.: COMPANY, LLC. �C COPYRIGHT 2018 SHARRATT DESIGN COMPANY LLC. a • • • a 11/04/17 12 22 /17 01 23 18 03 /17 18 04 /11/18 ■■■■■■■■■■ ■■■■■■■■■■ PROPOSED DESIGN FOR: WEBBER HOME 2635 Casco Point Rd Wayzata, MN 55301 SHEET I_ C A NOTI THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF 5HARRATT DESIGN $.: COMPANY, LLC. �C COPYRIGHT 2018 SHARRATT DESIGN COMPANY LLC. �o 7 ,r:" 963'-21/8" A.S.L. — — — — — 1 21 o , 952-41/4" A.S.L. 951'-10" A.S.L. 5TCNF- SLAB STEPS i I HIGHEST EXISTING GRADE AGAINST THE�� HOUSE (949.70') _ _..— __ __- ..-.._.. y....__ _._ ___ __ __ _..._. _J.. — ._.. _... — ._... —10' ABOVE LOWEST PROPOSED GRADE AGAINST THE FTG. STEP LOCATIONS, FTG. STEP REQUIREMENTS, AND HOUSE (941'-10" AT WALKOUT PATIO) REINFORCING TO BE VERIFIED WITH STRUCTURAL LOWEST EXISTING GRADE AGAINST THE HOUSE 15 I ENGINEER - BOTTOM OF ALL FTGS. TO BE BELOW 942.42 AS.L. REQ'D MIN. FROST DEPTH i i [ L— __ __ -- ----- -..._ _ _ _ 2 EST E L.EVATI O N 1/4 = T -O" BELOW WATER TABLE, INSTALL 2' 'GERTIST- . SYSTEM OVER FULL --IGT. GONG. FDN_ WA_.µ - FOR SIDING ALIGNMENT HORIZON' FOUNDATION PROTECTION ` ' ' _ _ _- ---- OVER'GERTISTUD' SYSTEM FTG. STEP LOCATIONS, FTG. STEP REQUIREMENTS, I AND REINFORCING TO BE VERIFIED WITH STRUCTURAL ENGINEER - BOTTOM OF ALL FTGS. I TO BE BELOW REQD MIN. FROST DEPTH E �nl STH ELEVATION 1/4" = T -O° UPPER PLATE 16-11.. UPPER LEVEL S.F. 10- 9 7/8" m MAIN PLATE 6) GARAGE SLAB m -61/4" N r co L. L_T.O. SLAB -10'- 41/4" UPPER LEVEL S.F. 10'- 9 7/8" \/ m _ MAIN PLATE /1 _ 9'-11/x`1 GARAGE SLAP -61/4' co N r MI ELEVATION KEY NOTES 1 ROOF SHINGLES: LIFTIME ASPHALT (SELECTION BY OWNER) OVER 15 LB. ROOF FELT OVER FULLY VENTED ROOF. ICE $ WATER SHIELD PROTECTION MEMBRANE PER MINNESOTA RESIDENTIAL CODE. BID CLOSED VALLEY'W" FLASHINGS AND HOT -DIPPED GALVANIZED FASTENERS. 2 CONTINUOUS RIDGE VENT WITH BAFFLE) TO EXTEND FULL LENGTH OF RIDGE W/RIDGE SHINGLES TO MATCH ROOF SHINGLES. USE ROOF/WALL FLASHING -VENTS COVERED WITH SHINGLES TO MATCH TYP. WHERE ROOFS ABUT WALLS. 3 FLOWER BOXES - NOT IN BASE BID SEE SPECIFICATION ALTERNATES. 4 BOARD AND BATTEN SIDING: "HARDIE-TRIM" VERTICAL SMOOTH BATTEN BUILDING SECTIONS DETAILS BOARDS 3/4:'x 25" (ACTUAL) AT 16" O.G. (GENTER ON WALL SPACE) OVER BUILDING SECTIONS DETAILS 4'x10', SMOOTH, "HARDIE-PANEL" VERTICAL SIDING. ATTACHED PER TYP. WALL SECTIONS MANUFACTURERS RECOMMENDATIONS. COLOR SELECTIONS TBD. DETAILS FLASHINGS AT HORIZONTAL PANEL CONNECTIONS IN COLOR TO MATCH STRUCTURAL PLANS PANELS. 5 SHINGLE SIDING: HARDIE SQUARE -GUT, PRE -FINISHED SHINGLE SIDING INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. HARDIE METAL CORNERS. BID (2) GOATS PAINT. 6 TRIM: HARDIE-TRIM SMOOTH 5/4 BOARDS VERTICAL (HORIZONTAL APPLICATIONS REQUIRE EXTERIOR -GRADE BACKER BOARD TO EXTEND ADDITIONAL 1/2") SEE DRAWINGS FOR WIDTHS AND DETAIL INFORMATION. COLOR TBD 7 TYPICAL WINDOW $ PATIO DOOR TRIM: PRF-FIN15HED METAL GAP FLASHING OVER/ 5/4x6 HEAD TRIM (FURRED WITH EXTERIOR -GRADE BACKER BOARD) TO EXTEND 1/2" BEYOUND JAMB TRIM EACH SIDE, W/ 5/4x6 JAMB CASINGS $ 3x4 SILL (SLOPE TOP TO DRAIN $ DRIP KERF BOTTOM). SEE DETAILS AND ELEVATIONS FOR ATYPICAL SIZES AND WHERE FRIEZE BOARD BECOMES WINDOW HEAD CASING. 8 ROOF EDGE TRIM $ SOFFITS: PREFINISHED METAL DRIP EDGE OVER lx4 DRIP BOARD OVER 5/4x10 FASCIA BOARD OVER 2x SUB FASCIA. SOFFITS TO BE 3/8" FIR PLYWOOD w/ CONTINUOUS PREFINISHED METAL SOFFIT VENT INSTALLED PARALLEL TO FASCIA AND MITER -GUT VENT CORNERS AND TRIM AS REQUIRED. 5/4 x 10 FRIEZE BOARD OVER EXTERIOR GRADE BACKER BOARD (OR AS SIZED ON ELEVATIONS). ASSUME (2) GOATS OF PAINT. VERIFY FINAL PRODUCT AND COLOR WITH OWNERS. 9 GARAGE DOOR: 18'-0" X 8'-0" INSULATED GARAGE DOOR: NORTH CENTRAL (STOCKBRIDGE MODEL) - VERIFY STANDARD TRACK OR TORSION SPRING ELECTRIC OPENER W/OWNER. ASSUME KEYPAD ENRY $ 2 REMOTES PER DOOR. OPTION LD.G. DOOR WITH CARRIAGE DOOR DESIGN AND INSULATED GLASS WINDOWS WITH S.D.L. MUNTIN DESIGN SIMILAR TO DRAWINGS. 10 EXTERIOR BEAMS AND COLUMNS TO BE SOLID TIMBERS OR BUILT-UP FROM 545 A $ BETTER WESTERN RED CEDAR TO RESEMBLE SOLID TIMBERS. GHAMFER OR RADIUS EDGES AS REQUIRED TO HIDE JOINTS. WIRE BRUSH BEAMS AND BRACKETS TO BRING OUT GRAIN PRIOR TO STAINING. ASSEMBLE USING LOCK -MITERED CORNERS, SCARF JOINTS, EXTERIOR -GRADE WOOD GLUE AND CORROSION -RESISTANT FASTENERS. 20 OZ. PREFINISHED METAL FLASHING ON ALL EXPOSED HORIZONTAL BEAM $ BRACKET SURFACES. BID TWO(2) FINISH GOATS. VERIFY FINAL COLOR $ PRODUCT WITH OWNERS. FOR BID, A55UME 1 GOAT GABOT5 BLEACHING OIL AND 1 GOAT SEMI -TRANSPARENT GABOT'S STAIN. 11 WINDOWS: MARVIN WINDOWS (ALL INTEGRITY EXCEPT FOR 2 ULTIMATES - SEE FLOOR PLANS) WITH WOOD INTERIORS IN SIZES SHOWN ON FLOOR PLANS AND EXTERIOR ELEVATIONS. SEE PLAN/ELEVATIONS FOR OPERATION. SEE SHEET Al GENERAL CONSTRUCTION NOTES. FLASH ALL WINDOW CAVITIES PRIOR TO WINDOW INSTALLATION. NEON 12 METAL AND GABLE RAILING SYSTEM WITH METAL UPRIGHTS $11/2" DIAMETER METAL HANDRAIL - VERIFY FINAL GOLOR/FINISH OF GABLE AND RAILING COMPONENTS WITH OWNER (BLACK FINISH DESIRED). ALL RAILING COMPONENTS TO BE CORROSION -RESISTANT AND COMPATIBLE TO PREVENT GALVANIC CORROSION REACTION. FINAL RAILING TO BE STURDY, MINIMAL, CODE -COMPLIANT GUARDRAIL AND HANDRAIL IN DURABLE FINISH (ANODYZYED ALUMINUM AND STAINLESS STEEL TO BE CONSIDERED). ®�EMOMMMEN 13 FLASHING5 TO MATCH ROOF COLOR - EXTEND FLASHING 12" UP ADJACENT VERTICAL SURFACE U.N.O. AND LAP BUILDING PAPER AND SIDING OVER FLASHING5. 14 EXTERIOR PERGOLA AND DRY -LAID STONE PATIOS, FRONT WALK, AND LAKF-51DE STONE SLAB STEPS: SEE SPECIFICATIONS ALTERNATES. 15 EXTERIOR CEILINGS - FRONT PORCH AND SCREEN PORCH - AND SEE SPEC. 1x6 D$BETTER T$G V -GROOVE CEDAR WITH 1 GOAT SIKKEN 5TD. OPTION: VER5ATEX 1x6 T$G CANVAS SERIES 16 WATER TABLE DETAIL: 4X4 W.R.G. GAP, OR 6X6 W.R.G. GAP AT FOUNDATION MENEM FURRING DETAIL, WITH WITH PRE -FINISHED METAL GAP FLASHING, SLOPED TOP, AND DRIP KERFED BOTTOM EDGE OVER 5/4x12 TRIM BOARD. 17 FOUNDATION INSULATION PROTECTION DETAIL: HORIZON GOAT SYSTEM OVER HORIZON THERMOPANEL (OR CERTI-FOAM/GERTI-STUD FOUNDATION FURRING SYSTEM) ABOVE GRADE. 18 FRONT PORCH FLOOR- BID POURED CONCRETE STOOP AND STEPS WITH • e FOOTINGS BELOW FROST DEPTH AND EXPOSED AGGREGATE FINISH ©mmmmm (VERIFY FINAL STOOP FINISH AND COLOR WITH OWNER). 19 GUTTERS AND DOWNSPOUTS: BID PRE -FINISHED K -STYLE GUTTERS WITH No PLACEMENT AS SHOWN ON EXTERIOR ELEVATIONS AND ROOF PLAN. • s OWNER TO APPROVE DOWNSPOUT LOCATIONS PIOR TO INSTALLATION. m©mom OPTIONAL GUTTER HELMENT ON ALL GUTTERS. (VERIFY GUTTERS WITH GUTTER HELMENT SUPPLIER) 20 PREFINISHED METAL KICK OUT FLASHING REQUIRED AT JUNCTION OF THE GUTTER AT LOCATIONS WHERE VERTICAL WALL AND ROOFS MEET. COLOR TO MATCH GUTTERS. 21 RAFTER TAIL OPTION: SEE SPECIFICATION ALTERNATES. NO RAFTER TAILS IN BASE BID. 22 MANUFACT' D STAINLESS STEEL FIREPLACE VENT INSTALLED PER FIREPLACE UFAGTURER RECOMMENDATIONS, 2z- AUTOMATECIPHANTOM RETRACTABLE SCREENS OR PHANTOM "X" SIDE PULL SCREENS AlNOTED ON DRAWINGS.. 25 GU570M, H -DIPPED GALVANIZED METAL DOLLARS, SADDLES, AND STAND-OFF. ES WITH EXPOSED LAG BOLT HEADS. INTENT IS FOR COLUMN G - ALS AND CONNECTIONS BE "INDUSTRIAL", SOLID-LOOKING, FUNGl10NA UT DECORATIVE. 464 SECOND STREET PHONE: 952-470-9750 SUITE 100 FAX: 952-767-5859 EXCELSIOR, MN 55331 info@sharrattdesign.com SHEET INDEX Sur -1 EXISTING SURVEY 5ur-2 PROPOSED SURVEY AO GENERAL NOTES $ RENDERINGS Al SITE PLAN A2 LOWER LEVEL PLAN A3 MAIN LEVEL PLAN A4 UPPER LEVEL PLAN A5 ROOF PLAN AG ELEVATIONS A7 ELEVATIONS A8 BUILDING SECTIONS DETAILS A9 BUILDING SECTIONS DETAILS A10 TYP. WALL SECTIONS All DETAILS 51 STRUCTURAL PLANS 52 STRUCTURAL PLANS pROJ ECT TEAM ARCHITECT SHARRATT DESIGN � COMPANY CONTACT: MIKE SHARRATT PHONE: (952) 470-9750 EMAIL: msharrott@sharrattdesign.ccm STRUCTURAL.- ENGINEER LAP -SON ASSOCIATES, INC. CONTACT: JED LARSON CELL: (763) 682-9530 EMAIL: larson jed@gmail.com GENERAL CONTRACTOR EVERLAST ENTERPRISES CONTACT: JIM CLEARY PHONE: (612) 868-0748 EMIAL: jim@everlastenterprises-com PROPOSED DESIGN FOR: WEBBER HOME 2635 Casco Point Rd Woyzoto, MN 55301 oil LEGAL NOTICE - THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF 5HARRATT DESIGN $ COMPANY, LLC, COPYRIGHT 2018 SHARP -ATT DESIGN $ COMPANY L.L.G. • • • NEON M ®�EMOMMMEN ■ MENEM 0 • e ©mmmmm No • s m©mom EN s EMMEN©MEME ' momom©omom ONEMOMMENN ENEENEEN PROPOSED DESIGN FOR: WEBBER HOME 2635 Casco Point Rd Woyzoto, MN 55301 oil LEGAL NOTICE - THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF 5HARRATT DESIGN $ COMPANY, LLC, COPYRIGHT 2018 SHARP -ATT DESIGN $ COMPANY L.L.G. WEST ELEVATION A7 1/4" =1'-O" L —FTG. STEP LOCATIONS, FTG. STEP REQUIREMENTS, AND ; REINFORCING TO BE VERIFIED WITH STRUCTURAL ENGINEER - - — - - -- BOTTOM OF ALL FTGS. TO BE BELOW REQ'D MIN. FROST DEPTH �-- ---- ---- .�.- 2 I ! _.w_ _. _ . _..... 1 _ __ — __j "� 11 12 3.5 [:::� BELOW WATER TABLE, INSTALL 2" 'GERTISTUD I '" -- SYSTEM OVER FULL-HGT. GONG. FDN. WALL FOR SIDING ALIGNMENT I HORIZON' FOUNDATION PROTECTION ---_ OVER'GERTISTUD' SYSTEM -� w__ FTG. STEP LOCATIONS, FTG. STEP REQUIREMENTS, AND REINFORCING TO BE VERIFIED WITH i STRUCTURAL ENGINEER - BOTTOM OF ALL FTGS. I TO BE BELOW REQ'D MIN. FROST DEPTH 2 NORTH ELEVATION I _.. _ .'� L�" _ UPPER LEVEL S.F. 10' - 9 7/8" m MAIN PLATE I1 .91-1118" MAIN LEVEL S.F. OdL 0., m BEARING I1 4- 8 3/4' ff L. L. T.O. SLAB -10'- 41/4" — — — UPPER PLATE MAIN LEVEL S.F. 18' -11" 0„ — — C MEMBRANE PER MINNESOTA RESIDENTIAL CODE. BID CLOSED VALLEY "W' SITE PLAN UPPER LEVEL S.F. BEARING — — — 10'- 9 7/8" 4- 8 3/4" — — — MAIN PLATE�� UPPER LEVEL PLAN FLASHING -VENTS COVERED WITH SHINGLES TO MATCH TYP. WHERE ROOFS ROOF PLAN L. L. T.O=SLAB -10'- 41/4 ELEVATION KEY NOTES MAIN LEVEL S.F. ROOF SHINGLES LIFTIME ASPHALT (SELECTION BY OWNER) OVER 15 LB. 0„ — — GARAGE 5LAB MEMBRANE PER MINNESOTA RESIDENTIAL CODE. BID CLOSED VALLEY "W' SITE PLAN FLASHINGS AND HOT -DIPPED GALVANIZED FASTENERS. BEARING CONTINUOUS RIDGE VENT WITH BAFFLE) TO.EXTEND FULL LENGTH OF 4- 8 3/4" L. L. T.O=SLAB -10'- 41/4 ELEVATION KEY NOTES 1 ROOF SHINGLES LIFTIME ASPHALT (SELECTION BY OWNER) OVER 15 LB. PROPOSED SURVEY ROOF FELT OVER FULLY VENTED ROOF. IGE � WATER SHIELD PROTECTION GENERAL NOTES � RENDERINGS MEMBRANE PER MINNESOTA RESIDENTIAL CODE. BID CLOSED VALLEY "W' SITE PLAN FLASHINGS AND HOT -DIPPED GALVANIZED FASTENERS. 2 CONTINUOUS RIDGE VENT WITH BAFFLE) TO.EXTEND FULL LENGTH OF MAIN LEVEL PLAN RIDGE W/RIDGE SHINGLES TO MATCH ROOF SHINGLES. USE ROOF/WALL UPPER LEVEL PLAN FLASHING -VENTS COVERED WITH SHINGLES TO MATCH TYP. WHERE ROOFS ROOF PLAN ABUT WALLS. 3 FLOWER BOXES - NOT IN BASE BID SEE SPECIFICATION ALTERNATES. 4 BOARD AND BATTEN SIDING: "HARDIE-TRIM" VERTICAL SMOOTH BATTEN BUILDING SECTIONS DETAILS BOARDS 3/4:'x 2.5" (ACTUAL) AT 16" O.G. (CENTER ON WALL SPAGE) OVER BUILDING SECTIONS DETAILS 4'x10', SMOOTH, "HARDIE-PANEL' VERTICAL SIDING. ATTACHED PER TYP. WALL SECTIONS MANUFACTURERS RECOMMENDATIONS. COLOR SELECTIONS TBD. DETAILS FLASHINGS AT HORIZONTAL PANEL CONNECTIONS IN COLOR TO MATCH STRUCTURAL PLANS PANELS. 5 SHINGLE SIDING: HARDIE SQUARE -GUT, PRE -FINISHED SHINGLE SIDING INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. HARDIE METAL CORNERS. BID (2) COATS PAINT. 6 TRIM: HARDIE-TRIM SMOOTH 5/4 BOARDS VERTICAL (HORIZONTAL APPLICATIONS REQUIRE EXTERIOR -GRADE BACKER BOARD TO EXTEND ADDITIONAL 1/2") SEE DRAWINGS FOR WIDTHS AND DETAIL INFORMATION. COLOR TBD 7 TYPICAL WINDOW $ PATIO DOOR TRIM: PREFINISHED METAL CAP FLASHING OVER/ 5/4x6 HEAD TRIM (FURRED WITH EXTERIOR -GRADE BACKER BOARD) TO EXTEND 1/2" BEYOUND JAMB TRIM EACH SIDE, W/ 5/4x6 JAMB CASINGS $ 3x4 SILL (SLOPE TOP TO DRAIN $ DRIP KERF BOTTOM). SEE DETAILS AND ELEVATIONS FOR ATYPICAL SIZES AND WHERE FRIEZE BOARD BECOMES WINDOW HEAD CASING. 8 ROOF EDGE TRIM $ SOFFITS: PREFINISHED METAL DRIP EDGE OVER 1x4 DRIP BOARD OVER 5/4x10 FASCIA BOARD OVER 2x SUB FASCIA. SOFFITS TO BE 3/8" FIR PLYWOOD w/ CONTINUOUS PREFINISHED METAL SOFFIT VENT INSTALLED PARALLEL TO FASCIA AND MITER -GUT VENT CORNERS AND TRIM AS REQUIRED. 5/4 x 10 FRIEZE BOARD OVER EXTERIOR GRADE BACKER BOARD (OR AS SIZED ON ELEVATIONS). ASSUME (2) COATS OF PAINT. VERIFY FINAL PRODUCT AND COLOR WITH OWNERS. 9 GARAGE DOOR: 18'-0" X 8'-0" INSULATED GARAGE DOOR: NORTH CENTRAL (STOCKBRIDGE MODEL) - VERIFY STANDARD TRACK OR TORSION SPRING ELECTRIC OPENER W/OWNER. ASSUME KEYPAD ENRY $ 2 REMOTES PER DOOR. OPTION I.D.G. DOOR WITH GARBAGE DOOR DESIGN AND INSULATED GLASS WINDOWS WITH S.D.L. MUNTIN DESIGN SIMILAR TO DRAWINGS. 10 EXTERIOR BEAMS AND COLUMNS TO BE SOLID TIMBERS OR BUILT-UP FROM 545 A $ BETTER WESTERN RED CEDAR TO RESEMBLE SOLID TIMBERS. GHAMFER OR RADIUS EDGES AS REQUIRED TO HIDE JOINTS. WIRE BRUSH ISSUE DATF_ BEAMS AND BRACKETS TO BRING OUT GRAIN PRIOR TO STAINING. ASSEMBLE USING LOGK-MITERED CORNERS, SCARF JOINTS, EXTERIOR -GRADE WOOD GLUE AND CORROSION -RESISTANT FASTENERS. 20 OZ. PREFINISHED METAL FLASHING ON ALL EXPOSED HORIZONTAL BEAM $ BRACKET SURFACES. BID TWO(2) FINISH COATS. VERIFY FINAL GOLOR $ PRODUCT WITH OWNERS. FOR BID, ASSUME 1 GOAT CABOT'S BLEACHING 10 20 /17 OIL AND 1 GOAT SEMI -TRANSPARENT CABOT'S STAIN. 11 WINDOWS: MARVIN WINDOWS (ALL INTEGRITY EXCEPT FOR 2 ULTIMATES - SEE FLOOR PLANS) WITH WOOD INTERIORS IN SIZES SHOWN ON FLOOR PLANS AND EXTERIOR ELEVATIONS. SEE PLAN/ELEVATIONS FOR OPERATION. SEE SHEET Al GENERAL CONSTRUCTION NOTES. FLASH ALL WINDOW CAVITIES PRIOR TO WINDOW INSTALLATION. 12 METAL AND CABLE RAILING SYSTEM WITH METAL UPRIGHTS $11/2" DIAMETER METAL HANDRAIL - VERIFY FINAL COLOR/FINISH OF CABLE AND RAILING COMPONENTS WITH OWNER (BLACK FINISH DESIRED). ALL RAILING COMPONENTS TO BE CORROSION -RESISTANT AND COMPATIBLE TO PREVENT GALVANIC CORROSION REACTION. FINAL RAILING TO BE STURDY, MINIMAL, CODE -COMPLIANT GUARDRAIL AND HANDRAIL IN DURABLE FINISH (ANODYZYED ALUMINUM AND STAINLESS STEEL TO BE CONSIDERED). 13 FLASHINGS TO MATCH ROOF COLOR - EXTEND FLASHING 12" UP ADJACENT VERTICAL SURFACE U.N.O. AND LAP BUILDING PAPER AND SIDING OVER FLASHING5. 14 EXTERIOR PERGOLA AND DRY -LAID STONE PATIOS, FRONT WALK, AND LAKESIDE STONE SLAB STEPS: SEE SPECIFICATIONS ALTERNATES. 15 EXTERIOR CEILINGS - FRONT PORCH AND SCREEN PORCH - AND SEE SPEC, 1x6 D�BETTER T$G V -GROOVE CEDAR WITH 1 COAT SIKKEN STD. OPTION: VER5ATEX 1xG TSG CANVAS SERIES 16 WATER TABLE DETAIL: 4X4 W.R.C. CAP, OR 6X6 W.R.C. CAP AT FOUNDATION FURRING DETAIL, WITH WITH PRE -FINISHED METAL CAP FLASHING, SLOPED TOP, AND DRIP KERFED BOTTOM EDGE OVER 5/4x12 TRIM BOARD. 17 FOUNDATION INSULATION PROTECTION DETAIL: HORIZON GOAT SYSTEM OVER HORIZON THERMOPANEL (OR GERTI-FOAM/GERTI-STUD FOUNDATION FURRING SYSTEM) ABOVE GRADE, 18 FRONT PORCH FLOOR BID POURED CONCRETE STOOP AND STEPS WITH FOOTINGS BELOW FROST DEPTH AND EXPOSED AGGREGATE FINISH (VERIFY FINAL STOOP FINISH AND COLOR WITH OWNER), 19 GUTTERS AND DOWNSPOUTS: BID PRE -FINISHED K -STYLE GUTTERS WITH PLACEMENT AS SHOWN ON EXTERIOR ELEVATIONS AND ROOF PLAN. OWNER TO APPROVE DOWNSPOUT LOCATIONS PIOR TO INSTALLATION. No�� OPTIONAL GUTTER HELMENT ON ALL GUTTERS. (VERIFY GUTTERS WITH GUTTER HELMENT SUPPLIER) 20 PREFINISHED METAL KICK OUT FLASHING REQUIRED AT JUNCTION OF THE GUTTER AT LOCATIONS WHERE VERTICAL WALL AND ROOFS MEET. COLOR TO MATCH GUTTERS. 21 RAFTER TAIL OPTION: SEE SPECIFICATION ALTERNATES. NO RAFTER TAILS IN BASE BID. 22 MANUFACTURED STAINLESS STEEL FIREPLACE VENT INSTALLED PER FIREPLACE MANUFACTURER RECOMMENDATIONS. 24 AUTOMATED PHANTOM RETRACTABLE SGREENS OR PHANTOM "X" SIDE PULL SCREENS A5 NOTED ON DRAWINGS.. 25 GUSTOM, T -DIPPED GALVANIZED METAL COLLARS, SADDLES, AND STAND -0 BASES WITH EXPOSED LAG BOLT HEADS. INTENT IS FOR ■� COLUMN ALS AND CONNECTIONS BE "INDUSTRIAL", SOLID-LOOKING, FUNCTION BUT DECORATIVE. herr c 0 In p a n 464 SECOND STREET PHONE: 952-470-9750 SUITE 100 FAX: 952-767-5859 EXGELSIOR, MN 55331 info@sharrattdesign.com SHEET IN1DEX Sur -1 EXISTING SURVEY Sur -2 PROPOSED SURVEY AO GENERAL NOTES � RENDERINGS Al SITE PLAN A2 LOWER LEVEL PLAN A3 MAIN LEVEL PLAN 1414 UPPER LEVEL PLAN A5 ROOF PLAN AG ELEVATIONS A7 ELEVATIONS A8 BUILDING SECTIONS DETAILS 1419 BUILDING SECTIONS DETAILS AlO TYP. WALL SECTIONS All DETAILS 51 STRUCTURAL PLANS 52 STRUCTURAL PLANS PROJECT TEAM ARGHITEGT SHARRATT DESIGN � COMPANY CONTACT: MIKE SHARRATT PHONE: (952) 470-9750 EMAIL: msharratt@sharrattdesign.com STRUGTURAL ENGINEER LARSON ASSOCIATES, INC. CONTACT: JED LARSON CELL: (763) 082-9530 EMAIL: larson jed@gmail.com GENERAL GONTRAGTOR EVERLAST ENTERPRISES CONTACT: JIM CLEARY PHONE: (02) 8x08-0748 EMIAL: jim@everlastenterprises.com omm4mvivul i • • • ISSUE DATF_ sk u 10 20 /17 MEMNON • E®EM■■■M■■ E®ENEEME 12/13/17 a1:2■ no No •No = ■© No�� :MEMO ■� • - = ME■■e®�■�� 04/23/ _ MOMMOM■NMEMMEMEM �� ONEEMENE PROPOSED DESIGN FOR: WEBBER HOME 2035 Casco Point Rd Wayzata, MN 55.301 SHEET A 7 I_ _C'AI NOTI THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN 1� COMPANY, LLC. OC COPYRIGHT 2018 SHARRATT DESIGN COMPANY LLC. I- --- ............I i..__..... - .......... -- { I .................. ....: d � � .................. BUILDING SECTION 1 1/4 =1'-0 TYP. INTERIOR TRIM �_ DOOR DETAILS — MAIN �_ UPPER LEVELS 1" =1'-0 1" SILL W/ 1/8" RADIUS ON ALL EXPOSED EDGES 5/4" POPLAR APRON - FLAT STOOK, W/1/8" RADIUS ON ALL EXPOSED EDGES 12 14 ROOF TRUSSES 12 14 --------- — OUTLINE OF VAULTED CLC. BEYOND 20" FL -R. TRUSSES "GONG. SLAB 12a�� a Nr"� O EXISTING SURVEY Sur -2 PROPOSED SURVEY AO O Al SITE PLAN A2 LOWER LEVEL PLAN A3 MAIN LEVEL PLAN O UPPER LEVEL PLAN � co AG O A7 ELEVATIONS A8 BUILDING SECTIONS DETAILS A9 BUILDING SECTIONS DETAILS A10 TYP. WALL SECTIONS All DETAILS 51 STRUCTURAL PLANS 8 BUILDING SECTION 2 1/4" =1'-0 464 SECOND STREET PHONE: 952-470-9750 SUITE 100 FAX: 952-707-5859 EXCELSIOR, MN 55331 info@sharrattdesign.com SHEET INDEX Sur -1 EXISTING SURVEY Sur -2 PROPOSED SURVEY AO GENERAL NOTES � RENDERINGS Al SITE PLAN A2 LOWER LEVEL PLAN A3 MAIN LEVEL PLAN r---- UPPER LEVEL PLAN A5 co BUILDING SECTION 2 1/4" =1'-0 464 SECOND STREET PHONE: 952-470-9750 SUITE 100 FAX: 952-707-5859 EXCELSIOR, MN 55331 info@sharrattdesign.com SHEET INDEX Sur -1 EXISTING SURVEY Sur -2 PROPOSED SURVEY AO GENERAL NOTES � RENDERINGS Al SITE PLAN A2 LOWER LEVEL PLAN A3 MAIN LEVEL PLAN A4 UPPER LEVEL PLAN A5 ROOF PLAN AG ELEVATIONS A7 ELEVATIONS A8 BUILDING SECTIONS DETAILS A9 BUILDING SECTIONS DETAILS A10 TYP. WALL SECTIONS All DETAILS 51 STRUCTURAL PLANS 52 STRUCTURAL PLANS PROJECT TEAT l ARCHITECT 5HARRATT DF-51ON $ COMPANY CONTACT. MIKE SHARRATT PHONE: (952) 470-9750 EMAIL: msharratt-@sharrattdesign.com STRUCTURAL ENGINEER LARSON ASSOCIATES, INC. CONTACT: JED LAP -SON CELL: (7663) 6682-9530 EMAIL: larson jed@gmail.com GENERAL CONTRACTOR EVERLA5T ENTERPRISES CONTACT: JIM CLEARY PHONE: (6612) 8608-0748 EMIAL: jim@everlastenterprises.com PROPOSED DESIGN FOR: WEBBER HOME 2(2535 Casco Point Rd Wayzata, MN 553.01 SHEET w60 I EGAI NOTIrR- THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN $.: COMPANY, LLC. O COPYRIGHT 2078 5HARRATT DESIGN COMPANY LLG. • • • r ISSUE DATE u 10 20 /17 lo r ■©■■■■■■■■ ■©■■I■■■■■■ ©■MNO 12/22/17 .■©■■■■■■■ ■■■©■■■■■■ •IFAAI .©■■■■■ONMEE■S■ r _ ©m MEN M ME mm■m ©EE mmmm mom MENS■mom PROPOSED DESIGN FOR: WEBBER HOME 2(2535 Casco Point Rd Wayzata, MN 553.01 SHEET w60 I EGAI NOTIrR- THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN $.: COMPANY, LLC. O COPYRIGHT 2078 5HARRATT DESIGN COMPANY LLG. OUTLINE OF V GLC. f OUTLINE OF VAULTED r,i iii SECTION 3 FRAME WINDOW OPENING WITH THE SILL SLOPED TOWARDS THE EXTERIOR TO DRAIN 1/4" PER 6" MIN., OR USE BEVELED CEDAR SIDING OVER LEVEL SILL (SIDING SLOPED TOWARDS EXTEROR), OR USE A PAN FLASHING AND APPLY ACCORDING TO MANUFACTURER INSTRUCTIONS. F USING COMPOSITE SHIMS, SHIM AND ADJUST WINDOW FOR PLUMB, SQUARE, AND LEVEL CONDITION. APPLY SEALANT TO HEAD AND JAMBS (NOT SILL - SEE FLASHING DETAIL THAT FOLLOWS FOR SILL CAULK DETAIL) AND SECURE WINDOW TO OPENING WITH CORROSION RESISTANT FASTENERS USING THE EQUIVALENT OF 6d FASTENERS @ 16" O.G. MAX ORAS REQUIRED BY CODE. AFTER INSTALLATION, SEAL THE FRAME SEAM JOINTS AT THE GORNERS USING MANUFACTURER -SUPPLIED CORNER SEAL. ATTACH TOP EDGE OF 12" HIGH BUILDING PAPER TO SHEATHING BELOW THE SILL LEAVING BOTTOM FREE TO SLIP BUILDING PAPER UNDER LATER. EXTEND 12" BEYOND JAMBS TO EACH SIDE. INSTALL A COMPATIBLE PREFINISHED METAL WINDOW GAP FLASHING. THEN APPLY 12" MIN. HEIGHT PIECE OF BUILDING PAPER, OR BUTYL TAPE, OR SELF -STICK ICE $ WATER PROTECTION MEMBRANE (DEPENDING ON GAMPATIBILITY) TO 16' BEYOND ROUGH OPENING TO EACH SIDE OVER THE GAP FLASHING. SEAL TOP AND BOTTOM EDGES. " A �_Y SELF -STICK MEMBRANE TO SEAL TH= ROUGH OPENING CORNERS - MEMBRANE TO BE COMPATIBLE WITH BUILDING PAPER USED AND APPLIED AT TEMPERATURE REQUIRED TO ADHERE PROPERLY. REMOVE AIR POCKETS AND BUBBLES SO THAT MEMBRANEADHERES AND BONDS WELL TO BUIL \G PAPER. INSTALL BU:.L \7- PAPER DRAINAGE PLANE 1!v OVERLAPPI\- SHINGLE STYLE UP UNDER Al THE SILL FLASHI\G TO THE SI-_ ROUGH OPENING, OVERLAPPING EAC- SUCCESSNE LAYER ON TONE BELOW, 4' HORIZONTALLY A\D o VERTICALLY, OR AS DIRECTED BY PAPER MAUNFACTURER. a /Il.lnn�a� \x/AI I PENETRATION FLASHING DEVILS v v I I V L/ V v v .t- FBI APPLY BUILDING PAPER SILL FLASHING (OR ICE $ WATER PROTECTION MEMBRANE IF ASPHALT IMPREGNATED FELTS OR COATED PAPERS ARE USED AS BUILDING PAPER). EXTEND OUT OVER BUILDING PAPERAND DOWN BELOW SILL 4", UP JAMBS 0', AND OUT AROUND JAMBS ONTO SHEATHING. FROM INTERIOR, INSULATE WITH LOW - EXPANSION FOAM BEHIND NAILING FLANGE ON TOP AND SIDES, BRINGING FOAM BEAD TO INTERIOR NEAR BOTTOM. ALONG BO I I I OM, FOAM INTERIOR BELOW EXTENSION JAMB. DO NOT BLOCK SILL FLASHING DRAINAGE WITH INSULATION. 12 BUILDING SEGTION 4 1/4" = T -O" E APPLY BUILDING PAPER JAMB FLASHINGS ON BOTH SIDES OF OPENING, WRAPPING DEPTH OF JAMB OVER THE UPTURNED SILL FLASHING AND OUT ONTO THE SHEATHING ON BOTH SIDES TO BEYOND THE EDGES OF JAMB FLASHINGS LOOSE `R LAPPING OVER BUILDING PAPER AFTER WINDOW INSTALLATION. N S• 1. ADAPTED FROM ENERGY $ ENVIRONMENTAL BUILDING ASSOCATION'S 'BUILDER'S GUIDE FOR GOLD CLIMATES." E� 2. BEFORE PROCEEDING, CONSULT WINDOW MANUFACTURER FOR SPECIFIC INSTALLATION REQUIREMENTS. WINDOW MANUFACTURER INSTALLATION INSTRUCTIONS TO TAKE PRECEDENCE OVER THE FOLLOWING DETAILS. 1/2' 2x GAP WITH PRE -FINISHED METAL GAP FLASHING c\I I 5/4 x 6 HEAD CASING - BACK OUT AS REQ'D TO BE 1/2" PROUD OF JAMB TRIM 3x4 SILL WITH SLOPED TOP $ DRIP KERF EXTERIOR CASINO DETAIL 11/2" =1'-O" 51/2" 5/4x6 SLOPED METAL FL45HING WITH DRIP EDGE SEE STRUCTURAL DRAWING FOR HEADER SIZES 5/4x6 HEAD TRIM BACKED OUT TO BE 1/2" PROUD OF JAMB TRIM LAP BUILDING PAPER OVER FLASHING PRERNISHED METAL GAP FLASHING WITH DRIP EDGE FLASH WINDOW HEAD AS RECOMMENDED BY WINDOW SUPPLIERCAULK JOINT 5/4 X 8 JAMB CASINGS USE ROD BACKER e FLEXIBLE - SEALANT AT SILL FACE (KEEP DRAINAGE PLAIN FREE) SEEVA8 FOR PROPER DRAINAGE PLANE SEQUENCING 3x4 WESTERN RED CEDAR SILL W/SLOPED TOP (OR BUILD UP FROM ALL -PRIME AS SHOWN) CUT DRP KERF 8 REVEAL FOR SIDING ON BOTTOM OF SILL SEE EXTERIOR ELEVATIONS I SIDING SPEC. N m SECTION THRU EXT. GASINO 11/2., =1-O" 464 5EGOND STREET PHONE: 952-470-9750 SUITE 100 FAX 952-767-5859 EXCELSIOR, MN 55331 info@sharrattdesign.com SHEET INDEX Sur -1 EXISTING SURVEY Sur -2 PROPOSED SURVEY AO GENERAL NOTES $ RENDERINGS Al SITE PLAN A2 LOWER LEVEL PLAN A3 MAIN LEVEL PLAN A4 UPPER LEVEL PLAN A5 ROOF PLAN A6 ELEVATIONS A7 ELEVATIONS A8 BUILDING SECTIONS DETAILS A9 BUILDING SECTIONS DETAILS AlO TYP. WALL SECTIONS All DETAILS 51 STRUCTURAL PLANS 52 STRUCTURAL PLANS P OJ ECT TEAM ARCHITECT 5HARRATT DESIGN $ COMPANY CONTACT: MIKE 5HARI2,ATT PHONE: (952) 470-9750 EMAIL: msharratt@sharrattdesign.com STRUGTURAL ENGINEER LAP -SON A550GIATE5, ING. CONTACT: JED L.AR50N GEL -L-: (763) 682-9530 EMAIL: larson jed@gmall.com GENERAL GONTRACTOR EVERLA5T ENTERPRISES CONTACT: JIM CLEARY PHONE: (612) 868-0748 EMIAL: jim@everlastenterprises.com PROPOSED DESIGN FOR: WEBBER HOME 26.35 Gosco Point Rd Wayzata, MN 55.391 SHEET I EGAL NOTICE THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN � COMPANY, LLG. OC COPYRIGHT 2018 SHARRATT DESIGN COMPANY LLC. 0,02 , ' • • • 1 MENNEN amm ON • s ■©0 M�� • No ON 0 No ON 0 _04100118 MM tMEN momm PROPOSED DESIGN FOR: WEBBER HOME 26.35 Gosco Point Rd Wayzata, MN 55.391 SHEET I EGAL NOTICE THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN � COMPANY, LLG. OC COPYRIGHT 2018 SHARRATT DESIGN COMPANY LLC. ROOF CONSTRUCTION: LIFETIME ASPHALT SHINGLES OVER 15 # ROOF FELT - IGF_ � WATER SHIELD AT ALL ROOF EDGES, RIDGES AND VALLEYS PER 'A CODE f...... r �.. - 5/8" APA -RATED 05B ROOF .:... SHEATHING W/''H" CLIPS - PRE-ENGINEERED ROOF TRUSSES @ TYPICAL ROOF VENTILATION AND 24' O.G. - TRUSS DESIGN INSULATION: CONFIGURATION BY TRUSS SUPPLIER - USE SOFFIT VENT5, 2'` AIR CHUTES, (COORDINATE WITH STRUCTURAL AND RIDGE VIE TO PROVIDE ENGINEER) CONTINUOUS AIR FLOW - BLOWN -IN FIBERGLASS INSULATION (R-49 TOTAL MIN.) AT VAULTED/GATHEDRAL CEILINGS TYPICAL ROOF EDGE TRIM: USE R-49 5PRAYFOAM AFTER AIR - PREFINI5HED GUTTERS AND CHUTES ARE INSTALLED DOWNSPOUTS WHERE INDICATED ON ROOF PLAN AND ELEVATIONS TRUSS DESIGNER TO VERIFY FINAL VAULTED - PREFINISHED METAL DRIP EDGE TO CEILING PROFILES WITH OWNERS MATCH ROOF COLOR -1X4 DRIP BOARD SEE BUILDING SECTIONS AND FLOOR PLANS 5/4X12 FASCIA BOARD (SEE EXT. w FOR VARYING CEILING HEIGHTS ELEVATIONS FOR EXCEPTIONS) w 2X SUB FASCIA BOARD TYPICAL CEILING. -3/8" THICK ROUGH -SAWN EXT. GRADE uXi - VAPOR RETARDER ON THE WARM SIDE PLYWOOD SOFFITS WITH GONTINUOUS w (ALL SEAMS JOINTS SEALED) SOFFIT VENT (TRIM VENT AS REQ'D) - 5/8" GYP. BOARD ON ALL CEILINGS WITH - 2X10 FRIEZE BOARDS (SEE EXT. TYPE 5 FINISHES ELEVATIONS FOR EXCEPTIONS) OR - VAULTS, SOFFITS $ CEILING HEIGHTS AS 5/4X10 W/EXTERIOR-GRADE BACKER SHOWN ON ARCHITECTURAL DRAWINGS BOARD - SEAL CEILING PENETRATIONS TO PREVENT VAPOR TRANSMISSION, USE SEALED ELECTRICAL BOXES (LE55GO) OPTION NET BLOW ACOUSTIC INSULATION - SEE ALTERNATES T.O.UPPER LEVEL S.F. _ 110'-9 7/8" (963'-21/8" 20" FLOOR TRUSSES - COORDINATE TRU55 TRUSS DESIGN WITH $ HVAG TRUNKS AND RUNS =11 —010 3 A9 TYPICAL EXTERIOR WINDOW TRIM FLASHING DETAILS: 3 = SEE EXTERIOR ELEVATIONS TYPICAL TRIM � FLASHING j tea \ DETAILS ON SHEET A9 1 6' w X \ w _ SPRAY -FOAM RIMS WIThi TYPICAL WALL CONSTRUCTION: w R-21 INSULATION AFTER RIM - WALL SHINGLES (SEE EXTERIOR PENETRATIONS. ARE ELEVATION KEY) COMPLETE - TWO LAYERS D BUILDING PAPER (DOUBLE D) OR TYVEK OPTION NET � BLOW ACOUSTIC - 7/16" APA -RATED 0513 WALL INSULATION IN FLOOR TRU55 CAVITIES SHEATHING ' ' - VERIFY EXTENT WITH OWNERS - 2x6 STUDS @ 16"o.c. W/R-20 (MIN.) FIBERGLASS BATT INSULATION T.O. MAIN LEVEL S.F. _ - VAPOR RETARDER ON WARM SIDE 100'-O" 952'-41/4" A.S.L. WITH ALL SEAMS AND JOINTS SEALEDCOORDINATE; -1/2" GYP. BOARD WITH TYPE 4 FINISH i' ` ' t' ' "' ' '''fTRUSSES LL PENETRATIONS TO � � TRUS TRU 55 DESIGN WITH HVAC - SEAL WA PREVENT VAPOR TRANSMISSION, USE TRUNKS AND RUNS LE55GO BOXES TYP. INSTALL 4" GAS TIGHT PVC PIPE FOR PASSIVE STAGK VENTING FROM I TYPICAL FLOOR CONSTRUCTION: DRAINTILE TO ROOF AS PART OF - 3/4, APA -RATED LP 450 SUBFLOOR PASSIVE RADON MITIGATION. VENT GLUED $SCREWED (OR GLUED AND FROM SEALED SUMP BASKET (NOT O RING -SHANK NAL.ED) TO FLOOR FRAMING SHOWN AT THI5 LOCATION). a - 20" FLOOR TRUSSES (SEE WALL 0 lY SECTIONS $ FLOOR PLANS, $ w v- 000 GOORDINATE WITH STRUCTURAL g 'CIL) ENGINEER) m N PRESSURE TREATED PLATES OVER � SILL GASKET (TYPICAL) - SEE STRUCTURAL NOTES FOR ANCHOR BOLT SIZE $ PLACEMENT THERMAL BREAK/ JOINT SEALANT BETWEEN FOUNDATION AND SLAB z 2 ' SLOPE EXTERIOR DRIVEWAY, WALKS f AND PATIOS AWAY FROM HOME 1/4" PER g T.O. LOWER LEVEL SLAB = 12" (NOT SHOWN IN THI5 VIEW) G 89'-7 3/4" (942'-D" A.S.L.) TOPSOIL - TYP. FINAL GRADE TO SLOPE MIN. AWAY FROM FOUNDATION WITH A 6" z DROP OVER FIRST 10'-0" l9 � v m w TYPICAL WALKOUT FOUNDATION: - SEE STRUCTURAL DRAWINGS FOR FOOTING SIZES � REINFORCEMENT e - R-15 RIGID INSULATION (EPS) ON < FOUNDATION EXTERIOR OR R-10 EP5 IF E 4 HOME MEETS AIR CHANGE •. c REQUIREMENTS - TUFF�DRI WATERPROOFING DOWN OVER FOOTING - FOOTINGS TO 51T ON UNDISTURBED SOIL OR COMPACTED GRANULAR FILL - BOTTOM OF FOOTING TO BE BELOW FR05T DEPTH - 42" BELOW GRADE MIN. - BACKFILL FOUNDATION WITH CONCRETE AND REINFORCING USED I FREE -DRAINING, COMPACTED PROJECT TO COMPLY WITH CURRENT BACKFILL � GAP WITH POSITIVELY MINNESOTA RESIDENTIAL CODE SLOPED TOP5011 REQUIREMENTS -rYo \a/Al ► CCD WALKOUT 1/2" =1'-0„ HOLD REINFORGING 3" FROM FOOTING f FOUNDATION SURFACES ON EXPOSED SIDES SLAB -ON -GRADE: - NEW 4' POURED GONG. SLAB - SEE STRUCTURAL DRAWINGS FOR SLAB REINFORCING 512E $ SPACING - CREATE BOND BREAK BETWEEN SLAB EDGE AND FOUNDATION WALL - 27 R-10 RIGID INSULATION B5LOW SLAB - GROS5 !AMINATED RADON/VAPOR BARRIER (TU -TUFF OR EQUAL) SEAL ALL EDGES - 6 MIN. DEPTH COMPACTED, WASHED ROCK DRAIN BED TO DRAIN TO INTERIOR DRAIN TII E AND SUMP BASKET WITH RADON VENTILATION TYPICAL WALL CONSTRUCTION: - WALL SHINGLES (SEE EXTERIOR ELEVATION KEY) - TWO LAYERS D BUILDING PAPER (DOUBLE D) OR TYVEK - 7/16" APA -RATED OSB WALL SHEATHING - 2x6 STUDS @ 16"o.c. W/R-20 (MIN.) FIBERGLASS BATT INSULATION - VAPOR RETARDER ON WARM SIDE WITH ALL SEAMS AND JOINTS SEALED -1/2" GYP. BOARD WITH TYPE 4 FINISH - SEAL WALL PENETRATIONS TO PREVENT VAPOR TRANSMISSION. USE LF-55GO BOXES TYP. INSTALL 4' GAS TIGHT PVC PIPE FOR PASSIVE STACK VENTING FROM DRAINTILE TO ROOF AS PART OF PA551VE RADON MITIGATION. VENT FROM SEALED SUMP BASKET (NOT SHOWN AT THIS LOCATION). SLOPE EXTERIOR DRIVEWAY, WALKS AND PATIOS AWAY FROM HOME 1/4" PER 12" (NOT SHOWN IN THIS VIEW) TOPSOIL - TYP. FINAL GRADE TO SLOPE 5'. MIN. AWAY FROM FOUNDATION WITH A 6" DROP OVER FIRST 10'-0" SPRAY -FOAM RIMS WITH R-21 INSULATION AFTER RIM PENETRATIONS ARE COMPLETE OPTION NET � BLOW ACOUSTIC INSULATION IN FLOOR TRUSS CAVITIES - VERIFY EXTENT WITH OWNERS T.D. MAIN LEVEL S.F. _ 100'-O" (952'-41/4" A.S.LL •1zr r }? i 1i �i ,?li i z; r..t ':i�'it z ,z •,�r, ,) '; ,x x 20" FLOOR TRUSSES - COORDINATE TRUSS TRUSS DESIGN WITH � HVAG TRUNKS AND RUNS 2" TYPICAL LOOKOUT FOUNDATION: �1 I -T T ►.. t. - SEE STRUCTURAL DRAWINGS FOR PROPOSED SURVEY AO - 3/4" APA -RATED LP 450 5UBFLOOR FOOTING SIZES � REINFORCEMENT SITE PLAN A2 - 2" 'GERTSTUD' INSULATION SYSTEM GLUED � SCREWED (OR GLU AND - SEE STRUCTURAL DRAWINGS FOR (FLUSH W/ FACE OF WALL SHEATHING) RING -SHANK NAILED) TO FLOOR FRAMING RING -SHANK NAILED) TO FLOOR FRAMING OVER GONG. FDN. WALL FOOTING SIZES $ REINFORCEMENT - 20" FLOOR TRUSSES (SEE WALL - TUFF�DRI WATERPROOFING DOWN ELEVATIONS oc OOTING- OVER FOOTING- SECTIONS $ FLOOR PLANS, _ -FOOTINGS TO 51T ON UNDISTURBED COORDINATE WITH STRUCTURAL COORDINATE WITH STRUCTU t SOIL OR COMPACTED GRANULAR FILL U- ENGINEER) - BOTTOM OF FOOTING TO BE BELOW � Q) O FR05T DEPTH - 42" BELOW GRADE MIN. w � Ul - BACKFILL FOUNDATION WITH _j J CONCRETE AND REINFORCING USED I FREE -DRAINING, COMPACTED 0� PROJECT TO COMPLY WITH CURRENT BACKFILL � GAP WITH POSITIVELY - 2" R-10 RIGID INSULATION BELOW SLAB MINNE50TA RESIDENTIAL CODE SLOPED TOPSOIL OO PRESSURE TREATED PLATES OVER REQUIREMENTS TYP VVALL. SEGTION TYPICAL LOOKOUT FOUNDATION: �,. R I -T T ►.. t. - SEE STRUCTURAL DRAWINGS FOR PROPOSED SURVEY AO - 3/4" APA -RATED LP 450 5UBFLOOR FOOTING SIZES � REINFORCEMENT SITE PLAN A2 - 2" 'GERTSTUD' INSULATION SYSTEM GLUED � SCREWED (OR GLU AND - SEE STRUCTURAL DRAWINGS FOR (FLUSH W/ FACE OF WALL SHEATHING) RING -SHANK NAILED) TO FLOOR FRAMING RING -SHANK NAILED) TO FLOOR FRAMING OVER GONG. FDN. WALL FOOTING SIZES $ REINFORCEMENT - 20" FLOOR TRUSSES (SEE WALL - TUFF�DRI WATERPROOFING DOWN ELEVATIONS oc OOTING- OVER FOOTING- SECTIONS $ FLOOR PLANS, _ -FOOTINGS TO 51T ON UNDISTURBED COORDINATE WITH STRUCTURAL COORDINATE WITH STRUCTU t SOIL OR COMPACTED GRANULAR FILL U- ENGINEER) - BOTTOM OF FOOTING TO BE BELOW � Q) O FR05T DEPTH - 42" BELOW GRADE MIN. w � Ul - BACKFILL FOUNDATION WITH _j J CONCRETE AND REINFORCING USED I FREE -DRAINING, COMPACTED 0� PROJECT TO COMPLY WITH CURRENT BACKFILL � GAP WITH POSITIVELY - 2" R-10 RIGID INSULATION BELOW SLAB MINNE50TA RESIDENTIAL CODE SLOPED TOPSOIL OO PRESSURE TREATED PLATES OVER REQUIREMENTS TYP VVALL. SEGTION @ L.00KOUT 1/2" =1'-O" TYPIGAL WALL CONSTRUCTION: - WALL SHINGLES (SEE EXTERIOR ELEVATION KEY) - - TWO LAYERS D BUILDING PAPER (DOUBLE D) OR TYVEK - 7/16" APA -RATED 0513 WALL SHEATHING - 2x6 STUDS @ 16"o.c: W/R-20 (MIN.) FIBERGLASS BATT INSULATION - VAPOR RETARDER ON WARM SIDE WITH ALL SEAMS AND JOINTS SEALED -1/2" GYP. BOARD WITH TYPE 4 FINISH - SEAL WALL PENETRATIONS TO PREVENT VAPOR TRANSMISSION. USE LES5G0 BOXES TYP. SLOPE EXTERIOR DRIVEWAY, WALKS AND PATIOS AWAY FROM HOME 1/4" PER 12" (NOT SHOWN IN THI5 VIEW) TOPSOIL - TYP. FINAL GRADE TO SLOPE 5' MIN. AWAY FROM FOUNDATION WITH A 6" DROP OVER FIRST 10-9 INSTALL 4' GAS TIGHT PVC PIPE FOR PASSIVE cAGK VENTING FROM DRAINTILE TO -ROOF AS PART OF PASSIVE RADON MITIGATION. VENT FROM SEALED SUMP BASKET (NOT SHOWN AT THIS LOCATION). T.O. LOWER LEVEL SLAB = 89'-7 314'(34-2-0" A.S.L.) HOLD REINFORCING 3" FROM FOOTING � FOUNDATION SURFACES ON EXPOSED SIDES SLAB -ON -GRADE: - NEW 4' POURED GONG. SLAB SEE STRUCTURAL DRAWINGS FOR SLAB REINFORCING SIZE � SPACING - CREATE BOND BREAK BETWEEN SLAB EDGE AND FOUNDATION WALL - 2" R-10 RIGID INSULATION BELOW SLAB - GROSS LAMINATED RADON/VAPOR BARRIER (TU -TUFF OR EQUAL) - SEAL ALL EDGES - 6" MIN. DEPTH COMPACTED, WASHED ROCK DRAIN BED TO DRAIN TO INTERIOR DRAIN TILE AND SUMP BASKET WITH RADON VENTILATION SPRAY -FOAM RIMS WITH 12-21 INSULATION AFTER RIM PENETRATIONS ARE COMPLETE OPTION NET BLOW ACOUSTIC .r INSULATION IN FLOOR TRUSS CAVITIES - VERIFY EXTENT WITH OWNERS T.O. MAIN LEVEL S.F. _ :? n 100'-0" (952-41/4" A.S.L.) �,. R I -T T ►.. TYPICAL FLOOR CONSTRUCTION: .W _ PROPOSED SURVEY AO - 3/4" APA -RATED LP 450 5UBFLOOR r SITE PLAN A2 GLUED � SCREWED (OR GLUED AND GLUED � SCREWED (OR GLU AND - SEE STRUCTURAL DRAWINGS FOR O RING -SHANK NAILED) TO FLOOR FRAMING RING -SHANK NAILED) TO FLOOR FRAMING ROOF PLAN FOOTING SIZES $ REINFORCEMENT - 20" FLOOR TRUSSES (SEE WALL - 20" FLOOR TRUSSES (SEE ' L ELEVATIONS oc SECTIONS � FLOOR PLANS, � SECTIONS $ FLOOR PLANS, _ 0 COORDINATE WITH STRUCTURAL COORDINATE WITH STRUCTU t DETAILS U- ENGINEER) ENGINEER) � Q) O N w � Ul - TUF=;DRI WATERPROOFING DOWN _j J r 0� _j o if - 2" R-10 RIGID INSULATION BELOW SLAB OO PRESSURE TREATED PLATES OVER - GROSS LAMINATED RADON/VAPOIR SILL GASKET (TYPICAL) - SEE PRESSURE TREATED PLATES OVER SOIL OR COMPACTED GRANULAR FILL STRUCTURAL NOTES FOR ANCHOR BARRIER (TU -TUFF OR EQUAL) -SEAL ALL SILL GASKET "GAL) - SEE BOLT SIZE � PLACEMENT - BOTTOM OF FOOTING TO BE BELOW PROJECT TO COMPLY WITH CURRENT THERMAL BREAK/ JOINT SEALANT BETWEEN FOUNDATION AND SLAB BOLT SIZE $ PLACEMENT - 6" MIN. DEPTH COMPACTED, WASHED T.O. LOWER LEVEL SLAB = 89'-7 314'(34-2-0" A.S.L.) HOLD REINFORCING 3" FROM FOOTING � FOUNDATION SURFACES ON EXPOSED SIDES SLAB -ON -GRADE: - NEW 4' POURED GONG. SLAB SEE STRUCTURAL DRAWINGS FOR SLAB REINFORCING SIZE � SPACING - CREATE BOND BREAK BETWEEN SLAB EDGE AND FOUNDATION WALL - 2" R-10 RIGID INSULATION BELOW SLAB - GROSS LAMINATED RADON/VAPOR BARRIER (TU -TUFF OR EQUAL) - SEAL ALL EDGES - 6" MIN. DEPTH COMPACTED, WASHED ROCK DRAIN BED TO DRAIN TO INTERIOR DRAIN TILE AND SUMP BASKET WITH RADON VENTILATION SPRAY -FOAM RIMS WITH 12-21 INSULATION AFTER RIM PENETRATIONS ARE COMPLETE OPTION NET BLOW ACOUSTIC .r INSULATION IN FLOOR TRUSS CAVITIES - VERIFY EXTENT WITH OWNERS T.O. MAIN LEVEL S.F. _ :? n 100'-0" (952-41/4" A.S.L.) s Eli 20" FLOOR TRUSSES - COORDINATE TRUSS TRUSS DESIGN WITH � HVAG TRUNKS AND RUNS �,. R I -T T ►.. HOLD REINFORCING 37 FROM .W _ PROPOSED SURVEY AO M . r s Eli 20" FLOOR TRUSSES - COORDINATE TRUSS TRUSS DESIGN WITH � HVAG TRUNKS AND RUNS T.O. LOWER LEVEL SLAB = 89'4 3/4:(_942'-O" A.S.L.) SHEET INDEX 5ur-1 HOLD REINFORCING 37 FROM TYPICAL FLOOR GON5TRUCTION: PROPOSED SURVEY AO FOOTING it FOUNDATION - 3/4' APA -RATED LP 450 SU jLOOR SITE PLAN A2 SURFACES ON EXPOSED SIDES GLUED � SCREWED (OR GLU AND - SEE STRUCTURAL DRAWINGS FOR A4 O RING -SHANK NAILED) TO FLOOR FRAMING ROOF PLAN FOOTING SIZES $ REINFORCEMENT ° - 20" FLOOR TRUSSES (SEE ' L ELEVATIONS A8 oc SECTIONS $ FLOOR PLANS, STRUCTURAL DRAWINGS FOR SLAB Al0 TYP. WALL SEGTION5 COORDINATE WITH STRUCTU t DETAILS REINFORCING SIZE $ SPACING 0 U - ENGINEER) OVER GONG. FON. WALL O N - TUF=;DRI WATERPROOFING DOWN _j J EDGE AND FOUNDATION WALL _j o if - 2" R-10 RIGID INSULATION BELOW SLAB - FOOTINGS TO SIT ON UNDISTURBED - GROSS LAMINATED RADON/VAPOIR OO PRESSURE TREATED PLATES OVER SOIL OR COMPACTED GRANULAR FILL CONCRETE AND REINFORCING USED I BARRIER (TU -TUFF OR EQUAL) -SEAL ALL SILL GASKET "GAL) - SEE - BOTTOM OF FOOTING TO BE BELOW PROJECT TO COMPLY WITH CURRENT STRUCTURAL NOTES FOR ANCHOR FROST DEPTH - 42" BELOW GRADE MIN. BOLT SIZE $ PLACEMENT - 6" MIN. DEPTH COMPACTED, WASHED - BAG<9LL FOUNDATION WITH REQUIREMENTS ROCK DRAIN BED TO DRAIN TO INTERIOR THERMAL BREAK/ JOINT SEALANT FREE-:�2AINING, COMPACTED DRAIN TILE AND SUMP BASKET WITH BETWEEN FOUNDATION A\D SLAB T.O. LOWER LEVEL SLAB = 89'4 3/4:(_942'-O" A.S.L.) 1/2" 464 SECOND STREET PHONE: 952-470-9750 SUITE 100 FAX: 952-767-5859 EXGELSIOR, MN 55331 info@sharrattdesign.com SHEET INDEX 5ur-1 HOLD REINFORCING 37 FROM Sur -2 PROPOSED SURVEY AO FOOTING it FOUNDATION TYPICAL FULL-HGT. FOUNDATION: SITE PLAN A2 SURFACES ON EXPOSED SIDES A3 - SEE STRUCTURAL DRAWINGS FOR A4 SLAB -ON -GRAD A5 ROOF PLAN FOOTING SIZES $ REINFORCEMENT ELEVATIONS -NEW 4 POURED GONG. SLAB - S=E ELEVATIONS A8 - 2" 'GERTI5TUD' INSULATION SYSTEM A9 STRUCTURAL DRAWINGS FOR SLAB Al0 TYP. WALL SEGTION5 (FLUSH W/ FACE OF WALL SHEATHING) DETAILS REINFORCING SIZE $ SPACING STRUCTURAL PLANS 52 OVER GONG. FON. WALL - CREATE BOND BREAK BETWEEN SLAB - TUF=;DRI WATERPROOFING DOWN EDGE AND FOUNDATION WALL OVER FOOTING - 2" R-10 RIGID INSULATION BELOW SLAB - FOOTINGS TO SIT ON UNDISTURBED - GROSS LAMINATED RADON/VAPOIR SOIL OR COMPACTED GRANULAR FILL CONCRETE AND REINFORCING USED I BARRIER (TU -TUFF OR EQUAL) -SEAL ALL - BOTTOM OF FOOTING TO BE BELOW PROJECT TO COMPLY WITH CURRENT EDGES FROST DEPTH - 42" BELOW GRADE MIN. MINNE50TA RESIDENTIAL CODE - 6" MIN. DEPTH COMPACTED, WASHED - BAG<9LL FOUNDATION WITH REQUIREMENTS ROCK DRAIN BED TO DRAIN TO INTERIOR FREE-:�2AINING, COMPACTED DRAIN TILE AND SUMP BASKET WITH BAGS='_L $ GAP WITH POSITIVELY RADON VENTILATION 51L0%=0 TOPSOIL TYPl_ WALL SECTION @ FULL -HOT. FOUNDATION WALL 1/2" 464 SECOND STREET PHONE: 952-470-9750 SUITE 100 FAX: 952-767-5859 EXGELSIOR, MN 55331 info@sharrattdesign.com PROJ EGT TE/A r* -1 Al2GHITEGT SHARRATT DESIGN � GOMPANY CONTACT: MIKE 511?.RRATT PHONE: (952) 470-9750 EMAIL: msharratt@sharrattclesign.com STRUCTURAL ENGINEER LARSON ASSOCIATES, ING. CONTACT: JED LARSON CELL: (763) 682-9530 EMAIL: larson jed@gmail.com GENERAL GONTRAGTOR EVERLA57' ENTERPRISES CONTACT: JIM CLEARY PHONE: (612) 868-0748 EMIAL: jim@everlastenterprises.com iii 0 SHEET INDEX 5ur-1 EXISTING SURVEY Sur -2 PROPOSED SURVEY AO GENERAL NOTES � RENDERINGS Al SITE PLAN A2 LOWER LEVEL PLAN A3 MAIN LEVEL PLAN A4 UPPER LEVEL PLAN A5 ROOF PLAN A6 ELEVATIONS A7 ELEVATIONS A8 BUILDING SECTIONS DETAILS A9 BUILDING SECTIONS DETAILS Al0 TYP. WALL SEGTION5 All DETAILS 51 STRUCTURAL PLANS 52 STRUCTURAL PLANS PROJ EGT TE/A r* -1 Al2GHITEGT SHARRATT DESIGN � GOMPANY CONTACT: MIKE 511?.RRATT PHONE: (952) 470-9750 EMAIL: msharratt@sharrattclesign.com STRUCTURAL ENGINEER LARSON ASSOCIATES, ING. CONTACT: JED LARSON CELL: (763) 682-9530 EMAIL: larson jed@gmail.com GENERAL GONTRAGTOR EVERLA57' ENTERPRISES CONTACT: JIM CLEARY PHONE: (612) 868-0748 EMIAL: jim@everlastenterprises.com iii 0 a • • • a 10/20/17 ■■©■■■■■■■ • ■©■■■■MEMO • ■©EM■E■EEE 12/13/17 12/22/17 01/23/16 03/17/18 • =EEM®■EM■■■ •. •- _ ©EEM■EE■■■ • . EMMEE©EMME • - = NONE MEMO MEMO NONE ■MEN ■■■■MEN PROPOSED DF-51ON FOR: 2055 Gosco Point Rd Wayzata, MN 5531 SHEET I FrA I�OTIGF_� THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN $ COMPANY, LLC. O COPYRIGHT 2018 SHARRATT DESIGN COMPANY LLC. i EXTERIOR SIDING OVER DRAIN PLANE SYSTEM KICK -OUT FLASHING BUILDING PAPER OVER SELF -ADHERING MEMBRANE OVER / STEP FLASHING STEP FLASHING / ROOFING A5 SPEC'D. SELF -ADHERING MEMBRANE y ROOF SHEATHING SELF -ADHERING MEMBRANE DRIP EDGE OR GUTTER FASCIA BOARD QCKOUT FLASHING DETAIL NOT TO SCALE ;k 1 I Li s v 0 v- u u l 3/8" THICK ROUGH -SAWN FIR PLYWD SOFFITS WITH CONT. SOFFIT VENT (TRIM VENT A5 REGC)), INSTALL VENT PARALLEL TO FASCIA AND MITER -GUT CORNERS. TYP. ROOF EDGE DETAIL_ 11/2" = 1'-0" LAG BOLT FLOWER BOX $ CORBELS TO WALL FRAMING WITH HOT -DIPPED GALVANIZED FASTENERS PRE -CAULK PENETRATIONS THROUGH SHEATHING SYSTEM WITH 100% SILICONE CAULK TO PREVENT ANY MOISTURE INTRUSION TYPICAL WINDOW UNIT AND WINDOW SILL DETAIL PLANTER TO BE ASSEMBLED FROM CLEAR WESTERN RED CEDAR WITH LOCK -MITERED CORNERS. 3x4 CEDAR GAP NOTCHED OVER BOX MITERED AT CORNERS NOTCH 2X CEDAR TO RECEIVE BOTTOM LOCK -MITER OUTSIDE CORNERS 2x CEDAR SLAT BOTTOM DRIP EDGES AS SHOWN PREFINISHED METAL FLASHING TO LAP BEHIND WINDOW BOX BACK $ OUT OVER TOP SHINGLE COURSE ICE � WATER SHIELD - LAP WINDOW FLASHING OVER TOP OF MEMBRANE, LAP MEMBRANE DOWN OVER BUILDING PAPER BELOW PLANTER DETAIL CD WINDOW 1" = 1'-O" PREFINISHED METAL DRIP EDGE GUTTERS WHERE SHOWN ON ROOF PLAN SEE ALTERNATES lx6 MIRATEC DRIP BOARD 5/4 x 12 MIRATEC FASCIA BOARD W/ 61/2' EXPOSURE 2x 5UBFASGIA SLOPE FLOWER BOX FRONT $ SIDES AS SHOWN s hr a ., 0 m p a n y !. 404 SEGOND STREET PHONE: 352-470-9750 SUITE 100 FAX: 952--707-5859 EXCELSIOR, MN 55331 info@sharrattdesign.com 5HEET INDEX 5ur-1 EXISTING SURVEY Sur -2 PROPOSED SURVEY AO GENERAL NOTES � RENDERINGS Al SITE PLAN A2 LOWER LEVEL PLAN A3 MAIN LEVEL PLAN A4 UPPER LEVEL PLAN A5 ROOF PLAN AG ELEVATIONS A7 ELEVATIONS A8 BUILDING SECTIONS DETAILS 14119 BUILDING SECTIONS DETAILS A10 TYP. WALL SECTIONS All DETAILS Sl STRUCTURAL PLANS 52 STRUCTURAL PLANS ARCHITECT SHARRATT DESIGN $ COMPANY CONTACT: MIKE SHARRATT PHONE: (952) 470-9750 EMAIL: msharratt@sharrattdesign.com STRUCTURAL ENGINEER LAP -SON ASSOGIATES, ING. CONTACT: JED LARSON GEL -L: (703) 082--9530 EMAIL: larson jed@gmail.com GENERAL CONTRACTOR EVERLAST ENTERPRISES CONTACT: JIM CLEARY PHONE: (012) 808-0748 EMIAL: jim@everlastenterprises.com PROPOSED DESIGN FOR: WEBBER HOME 2035 Casco Point Rd Wayzata, MN 55301 SHEET I_ EGA NOTI .F• THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN 6,: COMPANY, L.L.C. O COPYRIGHT 2018 SHARRATT DESIGN $ COMPANY LLG. ° • • • ° 11/04/17 12/13/17 12/22/17 • • _ _ ONE •- No ■■■■■©■■■■ • - ■■■■■©■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ PROPOSED DESIGN FOR: WEBBER HOME 2035 Casco Point Rd Wayzata, MN 55301 SHEET I_ EGA NOTI .F• THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN 6,: COMPANY, L.L.C. O COPYRIGHT 2018 SHARRATT DESIGN $ COMPANY LLG. GONGRETE WALL SCHEDULE USE 4,000 PSI CONCRETE AND GRADE 60 REINFORCING STEEL WALL -1 . WALKOUT WALL - 8" CONCRETE WALL W/ 2" INTERIOR SLAB LEDGE AND 0' CURB @ TOP, PROPOSED SURVEY REINFORCED W/ #4 VERTICAL BARS @ 4-0" O.G. AND #4 HORIZONTAL BARS @ 2'-O" O.G. GENERAL NOTES $ RENDERINGS CONTINUOUS, CENTERED IN WALL. WALL -2 TRANSITION WALL - 8" CONCRETE WALL REINFORCED W/ #5 VERTICAL BARS @ 5-0" O.C. LOWER LEVEL PLAN AND #4 HORIZONTAL BARS @ 2'-0" O.G. CONTINUOUS, CENTERED IN WALL. WALL -3 FULL -HEIGHT BASEMENT WALL - 8" CONCRETE WALL REINFORCED W/ #6 VERTICAL BARS UPPER LEVEL PLAN @ 3'-0" O.G. AND #4 HORIZONTAL BARS @ 2'-0" O.G. CONTINUOUS, @ INSIDE FACE OF WALL. ROOF PLAN FULL -HEIGHT BASEMENT WALL @ ENTRY PORCH -10" CONCRETE WALL W/ 2" EXTERIOR WALL -4 SLAB LEDGE, REINFORCED W/ #6 VERTICAL BARS @ 3-6" O.G. AND #4 HORIZONTAL BARS ELEVATIONS @ 2'-0" O.G. CONTINUOUS, @ INSIDE FACE OF WALL. WALL -5 FULL -HEIGHT BASEMENT WALL @ GARAGE -10" CONCRETE WALL W/ 4" GARAGE SLAB BUILDING SECTIONS DETAILS LEDGE, REINFORCED W/ #6 VERTICAL BARS @ 5-6' O.G. AND #4 HORIZONTAL BARS TYP. WALL SECTIONS 2'-0" O.G. CONTINUOUS, @ INSIDE FACE OF WALL. WALL -6 GARAGE FOUNDATION WALL @ ENTRY STOOP -10" CONCRETE WALL W/ 2" EXTERIOR STRUCTURAL PLANS SLAB LEDGE, 2" INTERIOR SLAB LEDGE, AND 6° CURB @ TOP, REINFORCED W/ #4 VERTICAL STRUCTURAL PLANS BARS @ 4'-O" O.C. AND #4 HORIZONTAL BARS @ 2'-0" O.G. CONTINUOUS, CENTERED IN WALL. WALL -7 GARAGE FOUNDATION WALL - 8" CONCRETE WALL W/ 2" INTERIOR SLAB LEDGE AND 0' CURB @ TOP, REINFORCED W/ #4- VERTICAL BARS @42-0" O.G. AND #4 HORIZONTAL BARS @ 2'-0" O.G. CONTINUOUS, CENTERED IN WALL. WALL -8 EXTERIOR FOUNDATION WALL - 8" CONCRETE WALL REINFORCED W/ #4 VERTICAL BARS @ 4'-0" O.G. AND #4 HORIZONTAL BARS @ 2'-0" O.C. CONTINUOUS, CENTERED IN WALL. WALL -9 INTERIOR CURB WALL - 4" OR G" CONCRETE CURB (OR CMU). PIN TO FOOTING W/ #4 DOWELS @ 3-0" O.G. CONCRETE FOOTING SCHEDULE_ USE 5,000 PSI CONCRETE AND GRADE 60 REINFORCING STEEL WF -1 10" x l'-4" WALL FOOTING REINFORCED W/ (2) #4's CONTINUOUS WF -2 10" x 1'-8" WALL FOOTING REINFORCED W/ (2) #429 CONTINUOUS F-1 2-0" x 2'-0" x 10" PAD FOOTING REINFORCED W/ (3) #4s EACH WAY F-2 2-6" x 2-6" x 10" PAD FOOTING REINFORCED W/ (3) #4's EACH WAY F-3 3'-0" x 3'-O" x 10" PAD FOOTING REINFORCED W/ (4) #4's EACH WAY Gr)NCRETE PIER SGHEDULEw USE 4,000 PSI CONCRETE AND GRADE 60 REINFORCING STEEL P-1 12" x 12" SQ. CONCRETE PIER TO BEAR ON FOOTING, REINFORCED W/ (4) #4 VERTICAL BARS P-2 12'x 12" SQ. CONCRETE PILASTER REINFORCED W/ (2) #4 VERTICAL BARS @ OUTER CORNERS P-3 20" DIA. CONCRETE PIER TO 4'-0" DEPTH REINFORCED W/ (3) #4 VERTICAL BARS P-4 12" DIA. CONCRETE PIER TO 4-0" DEPTH REINFORCED W/ (2) #4 VERTICAL BARS FOUNDATION WALL 8,: F0071 N O PLAN 1/4" =1'-O" MAIN LEVEL FRAM NO PLAN P-1 / P-1 / F-1 P-1 / F-1 P-1 / F-1— L 5IMP50N HUG ( SIMPSON HUG SIMPSON HUC *' SIMPSON HUC \X/Al 1 -"7 (2) 2x12 FLUSH 464 SECOND STREET PHONE: 952-470-9750 SUITE 100 FAX: 952-767-585.9 EXCELSIOR, MN 55331 info@sharrattdesign.ccm SHEET INDEX Sur -1 EXISTING SURVEY Sur -2 PROPOSED SURVEY AO GENERAL NOTES $ RENDERINGS Al SITE PLAN A2 LOWER LEVEL PLAN A3 MAIN LEVEL PLAN A4 UPPER LEVEL PLAN A5 ROOF PLAN A6 ELEVATIONS A7 ELEVATIONS A8 BUILDING SECTIONS DETAILS A9 BUILDING SECTIONS DETAILS A10 TYP. WALL SECTIONS All DETAILS Sl STRUCTURAL PLANS 52 STRUCTURAL PLANS PIROJ EGT TEAIM ARCHITECT SHARRATT DESIGN $- COMPANY CONTACT: MIKE SHARRATT PHONE: (952) 470-9750 EMAIL: mshorrott@shorrattdesign.com STRUGTURAL ENGINEER LAP -50N A35OGIATE5, INC. CONTACT: JED LARSON DELL: (763) 682-9530 EMAIL: larson jed@gmall.com GENERAL GONTRAGTOR EVERLAST ENTERPRI5ES CONTACT: JIM CLEARY PHONE: (612) 868-0748 EMIAL: Jm@everlastenterprlses.com PROPOSED DESIGN FOR: WEBBER HOME 2635 Gosco Point Rd Wayzata, MN 55301 SHEET I SAI NOTICE THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN $ COMPANY, LLC. OG COPYRIGHT 2018 SHARRATT DESIGN COMPANY LLC. • • • 12/13/17 12/22/17 No MEN NEENEENNE PROPOSED DESIGN FOR: WEBBER HOME 2635 Gosco Point Rd Wayzata, MN 55301 SHEET I SAI NOTICE THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN $ COMPANY, LLC. OG COPYRIGHT 2018 SHARRATT DESIGN COMPANY LLC. UPPER LEVEL FRAMING PLAN 1 (2) 2x8 ctl , R T VAULTED ROOF R.T. .m (2) 2x8 404 SECOND STREET PHONE: 952-470-9750 SUITE 100 FAX: 952-707-5859 EXCELSIOR, MN 55331 info@sharrattdesign.com SHEET INDEX 5ur-1 EXISTING SURVEY Sur -2 PROPOSED SURVEY AO GENERAL NOTE5 � RENDERING5 Al SITE PLAN A2 LOWER LEVEL PLAN A3 MAIN LEVEL PLAN A4 UPPER LEVEL PLAN A5 ROOF PLAN A6 ELEVATIONS A7 ELEVATIONS AS BUILDING SECTIONS DETAILS A9 BUILDING SECTIONS DETAILS Al0 TYP. WALL SECTIONS All DETAILS 51 5TRUGTURAL PLANS 52 5TRUGTURAL PLANS P20J EGT TEAM ARCHITECT SHARRATT DF-51ON 8,: COMPANY CONTACT: MIKE 5HAIRRATT PHONE: (952) 470-9750 EMAIL: msharratt@sharrattdesign.com STRUCTURAL ENGINEER LAP -SON ASSOCIATES, INC. CONTACT: JED LAP -50N CELL: (7663) 0082-9530 EMAIL: larson jed@gmail.com GENERAL CONTRACTOR EVERLAST ENTERPRISES CONTACT: JIM GLEARY PHONE: (612) 808-0748 EMIAL: jim@everlastenterprises.com PROPOSED DESIGN FOR: WEBBER HOME 26035 Gosco Point Rd Wayzata, MN 553.1 SHEET SZ L5 -GAL NOTICE - THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN $ COMPANY, LLC. CN COPYRIGHT 2018 SHARRATT DESIGN COMPANY LLC. .' • • • - it it . ■■BEEN■■■■ • _ ■B■■E■■■E■ •- ■B■■■■E■■■ ■■■©NONENo ■■ •- =E■■■■ MEN ■■■ iiiiiiENEEN PROPOSED DESIGN FOR: WEBBER HOME 26035 Gosco Point Rd Wayzata, MN 553.1 SHEET SZ L5 -GAL NOTICE - THESE DOCUMENTS SHALL NOT BE REPRODUCED OR REDISTRIBUTED WITH OUT EXPRESSED WRITTEN CONSENT OF SHARRATT DESIGN $ COMPANY, LLC. CN COPYRIGHT 2018 SHARRATT DESIGN COMPANY LLC.